ARFQ 0608 DCR2600000017 - Contract Drawings for Reference.pdf

PDF 2 MB Posted Sep 19, 2025

Attached to: Concrete Pads Project
Solicitation number: ARFQ 0608 DCR2600000017 2
Issued by: Greenbrier County, West Virginia

About this file

Written by GovTribe AI · Mar 12, 2026

This document consists of contract drawings for the Anthony Correctional Center and Jail Replacement Facility project, prepared for the State of West Virginia Department of Homeland Security, Division of Corrections and Rehabilitation. The drawings depict the overall site plan and infrastructure layout for the facility located in White Sulphur Springs, West Virginia. The project includes multiple proposed buildings with various functions, including a vocational education building, female housing, food service facility, and general building structures. The site plan illustrates existing structures such as administrative buildings, armory, water treatment plants, and auxiliary facilities, along with proposed infrastructure elements including water lines (ranging from 4 to 18 inches in diameter), sanitary and storm sewer systems with multiple connection points, drainage features, and utility connections. The drawings are dated June 12, 2023, and September 1, 2025, and identify finished floor elevations for multiple structures, topographic survey limits, floodplain zones, and control points for the project site.

The drawings were prepared by multiple engineering consultants, including Silling (civil engineering), DLR Group (architectural), Scheeser Buckley Mayfield, LLC (structural and mechanical/electrical engineering), and SMBH Inc. (additional structural support). The site plan encompasses utility infrastructure with sanitary sewer manholes, drop inlets, water treatment facilities, and propane storage. Additional construction details include specifications for concrete pads of varying dimensions and thicknesses throughout the facility grounds. The document references Miss Utility of West Virginia, Inc., requiring standard utility notification protocols before excavation work begins. No pricing information, contract terms, or bidding details are included in these technical drawings.

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Other files

File	Type	Posted
Final_ARFQ_0608_DCR2600000017_1_WV_ARFQ_FORM.PDF	PDF	Sep 19, 2025
Final_ARFQ_0608_DCR2600000017_2_WV_ARFQ_FORM.PDF	PDF	Sep 19, 2025
ARFQ 0608 DCR2600000017 - Concrete Pads Project.pdf	PDF	Sep 19, 2025
ARFQ 0608 DCR2600000017 - Addendum No. 1.pdf	PDF	Sep 19, 2025

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6" WATER

4" W

ATER

8" SAN

ITAR

6" SANITARY

6" SAN

ITAR

2048 2049

6" WATER

6" SANITARY

TRANSFO

4" C.O

B-11 B-15

B-16

B-22

B-14

B-13

B-17

B-19

B-23

B-24

B-25

B-3

B-6

B-5

B-1

B-2

SANITARY SEW

ANHO

RIM

= 2044.46'

INV. = 2038.46'

6" PVC

6" PVC INV.= 2033.85'

6" PVC INV.= 2033.82'

DRO

P INLET

RIM

= 2045.48'

18" HDPE INV.= 2040.85'

18" HDPE INV.= 2040.79'

DRO

P INLET

RIM

= 2044.40'

18" HDPE INV.= 2041.00'

SANITARY SEW

ANHO

RIM

= 2047.12'

6" PVC INV.= 2035.47'

6" PVC INV.= 2035.62'

SANM

8" PVC INV.= 2036.92'

8" PVC

V.= 2037.04'

SANITARY SEW

ANHO

RIM

= 2046.01'

8" PVC

V.= 2039.45'

8" PVC INV.= 2039.59'

SANITARY SEW

ANHO

RIM

= 2042.56'

8" PVC

V.= 2033.38'

8" PVC INV.= 2033.30'

STO

SEW

ANHO

RIM

= 2039.44'

(STANDING

ATER)

8" PVC INV.= 2033.38'

4" PVC INV.= 2036.17'

8" PVC INV.= 2033.40'

4" STEEL

SPIG

8" PVC

STUB/W

LID

B-27

B-28

B-29

B-32

B-8A

B-10A

B-7A

B-9A

8" PVC

STUB/W

LID

B-18

SANITARY SEW

ANHOLE

RIM

= 2039.94'

TRANSFO

TRANSFORM

6" M

APLE

INV. 14" HDPE = 2039.74'

B-12

TRANSFO

4" C.O

B-4

4" HDPE INV. O

UT = 2055.44'

6" PVC INV. O

UT = 2042.51'

6" PVC INV. O

UT = 2042.75'

4" HDPE INV. O

UT = 2043.24'

RAVEL

RSHO

E PITS

PICNIC SHELTER

BLEAC

IEGHTLIFTING

AREA

TRANSFO

6" PVC

V.= 2035.80'

6" PVC INV.= 2035.87'

PEDESTAL

RAVEL

PROPANE

TANK SHELTER

SANITARY SEW

ANHO

RIM

= 2043.95'

B-31

B-30

D.A.T.R.

6" W

ATER

B-26

SANITARY SEW

ANHO

RIM

= 2047.05'

8" PVC

V.= 2038.37'

8" PVC

V.= 2038.28'

6" SAN

2" TO WATER TANK (D.A.T.R.)

6" FROM WATER TANK (D.A.T.R.)

ABANDO

NED

ELL HO

USE

(D.A.T.R.)

D.A.T.R.

D .A.T.R

H O

T W

ATER

/C H

ILLED

LIN

D.A.T.R.

(D.A.T.R.)

(1-1/2" D.A.T.R.)

JUNCTIO

BOX

JUNCTION

BOX

NEW

ATER

TREATM

ENT PLANT

4" C.O.

RESTRO

M S

RAVEL

OLD W

ATER

TREATM

ENT PLANT

BRICK

POTATO BIN

CELLAR

RAVEL

OOD

SHED

FFE = 2044.18'

FFE = 2044.28' FFE = 2047.60'

FFE = 2044.02'

W O

O D

SHED

FFE=2048.97'

CARPORT

ASPHALT

6"X6" CO

NCRETE

M O

NUM

ENT FO

UND

6"X6" CONCRETE

M O

NUM

ENT FO

UND

DRO

P INLET

RIM

= 2045.88'

10" PVC INV.= 2044.01'

14" HDPE INV.= 2041.70'

D.A.T.R.

ATER

UNTAIN

GRAVEL

FFE = 2045.56'

FFE = 2045.59'

FFE = 2045.58'

FFE = 2044.76'

FFE = 2044.96'

RAVEL

8" PVC

V.= 2043.82'

GRAVEL

SHERWOOD LAKE ROAD - ROUTE 14

E "X"

E "A"

E "X"

N E "A"

ONE "X"

LIM

ITS O

F DETAILED

RAPHIC SURVEY

8" DIP INV.= 2040.73'

6" PVC INV.= 2041.35'

RAVEL

ASPHALT

S55° 10' 45"E 465.23'

L=454.65 ' , R

=650.20'

C H=S35°

18 ' 41"E

445.45'

S14° 56

100.99'

N44° 51' 20"W 74.70'

NTRO

L PO

INT

NAIL SET

N: 352000.26

E: 2219852.39

EL: 2043.44

ASPHALT

BASKETBALL

URT

BASEBALL

FIELD

PROPANE

TANK SHELTER

ABANDO

NED

ELL HO

USE

BLOCK BUILDING

PAVILLION

EXISTING "B"BUILDINGFF = 2045.6

ATER

TANK

W O

O D

SHED

ARM

SK FO

UND

21-573B

6"X6" CO

NCRETE

M O

NUM

ENT FO

UND

ZONE "X"

ZONE "A"

NEW CEPBLDG

FF = 2045.6

E "X"

E "A"

ZONE "X"ZONE "A"

EXISTING BUILDING "C"

PROPOSEDVOCATIONALEDUCATIONBUILDINGFF = 2043.3

FF = 2044.25

PROPOSEDFEMALEHOUSINGFF = 2049.8

PROPOSEDFOOD

SERVICEFF = 2051.0

PROPOSED

BUILDING 1

FF = 2045.7

2043.2

2043.2 2043.1

2043.1

2043.2

2049.6

2049.7

2049.6

2049.8

2049.6

2049.8

2049.6

2049.8

2050.9

2045.6

2043.1

2045.7

2045.6 2045.6

2045.6

2045.7

2045.6

PLAN NOTES

CODED NOTES

PLAN NOTES

SANITARY SEWER NOTES

WATER SERVICE NOTES

DRAWING NUMBER

SEALS

TITLE

DATE

LOCATION

OWNER

PROJECT

405 Capitol Street Upper Atrium Charleston, West Virginia 25301

Office 304.346.0565 silling.com

6457 Frances Street, Suite 200 Omaha, NE 68106

Office 402.393.4100 dlrgroup.com

06.12.23

REVISIONS

CONSULTANTS

SMBH Inc.

1166 Dublin Road Columbus, OH 43215 Phone: (614) 481-9800

STRUCTURAL ENGINEER

Scheeser Buckley Mayfield, LLC 1540 Corporate Woods Parkway Uniontown, OH 44685 Phone: (330) 526-2700

MECHANICAL /ELECTRICAL ENGINEERS

CIVIL ENGINEER

Scheeser Buckley Mayfield, LLC 1540 Corporate Woods Parkway Uniontown, OH 44685 Phone: (330) 526-2700

State of West Virginia Department of Homeland Security Division of Corrections and Rehabilitation

313 Anthony Center Drive White Sulphur Springs, WV 24986

Anthony Correctional Center and Jail - Replacement Facility

06.12.23

OVERALL SITE PLAN

SP0.1

OVERALL SITE PLAN

MUWV

MISS UTILITY OF WEST VIRGINIA, INC.

BEFO

RE YOU

DIG

1 800 245 4848

G E

ATO

500 G A

R O

P A

N E

G R

A V

G R

A V

G R

A V

E L

G R

A V

H O

R S

H O

PITS

S H

LTER

M E

A C

M E

TAL

A C

H E

R S

G H

TLIFTIN

A R

E A

P R

O P

K S

H E

LTER

A B

A N

D O

W E

LL H

U S

TIO

B O

TIO

B O

W A

TER

E N

T PLA

R E

O O

M S

RESTROOMS

G R

A V

E L

G R

A V

G R

A V

E L

W A

TER

E N

T PLA

B R

P O

BIN

C E

LLA

G R

A V

E L

G R

A V

W O

O D

B U

ILD

C A

R P

O R

M E

TAL

S H

E D

W O

O D

S H

FFE

= 2044.18'

FFE

= 2044.28'

FFE

= 2047.60'

FFE

= 2042.88'

FFE

= 2042.87'

FFE

= 2042.83'

FFE

= 2044.01'

FFE

= 2044.02'

FFE

= 2043.23'

W O

O D

S H

FFE

=2048.97'

A S

P H

A S

P H

A S

P H

A S

P H

A S

P H

A S

P H

A S

P H

6"X 6" C

O N

C R

ETE

M O

N U

M E

T FO

U N

6"X 6" C

O N

C R

ETE

M O

N U

M E

T FO

U N

RAVEL

FFE

= 2045.56'

FFE

= 2045.59'

FFE

= 2045.58'

FFE

= 2044.76'

FFE

= 2044.96'

G R

A V

E L

H V

A C

B O

LLA

(TY

P.)

G R

A V

E L

G R

A V

E L

GRAVEL

H V

A C

GRAVEL

ZONE "X"

ZONE "AE"

LIM

ITS

O F D

ETA

ILED

O G

R A

P H

U R

LIM

ITS

O F D

ETAILED

O G

R A

P H

U R

LIM

ITS

O F D

ETAILED

O G

R A

P H

U R

A S

P H

MEADOW

CREEK

GRAVEL

G R

A V

E L

A S

P H

A S

P H

A S

P H

A S

P H

A S

P H

A S

P H

-5/8"R

S 1012041.26

L=45 4.65', R =6 50.20'

C H

=S35° 18' 41"E 4 45.45'

S 14° 56' 56"E

100.99'

N56° 15' 58"W

38.48'

N51° 58' 09"W

118.25'

N44° 51' 20"W 74.70'

N44° 05' 08"W 67.99'

N 30° 07' 54"W 52.87'

N 26° 29' 33"W 56.79'

C O

O L P

M A

G N

IL S

E T

N : 352000.26

E : 2219852.39

E L: 2043.44

A S

P H

B A

S K

C O

U R

B A

S E

B A

FIE

P R

O P

A N

K S

H E

LTE

W A

E N

T P

N T

BLOCK BUILDING

PAVILLION

EXISTING "B"BUILDINGFF = 2045.6

B U

ILD

G "E

W O

O D

S H

E D

A R

M O

R Y

A R

M O

R Y

6"X 6" C

O N

C R

M O

N U

M E

T FO

U N

M A

C K

D B

: 335 P G

: 391

: 35 P

A R

: 19

NEW CEP

BLDG

FF = 2045.6

B U

ILD

G "F"

EXISTING BUILDING "C"

PROPOSEDVOCATIONALEDUCATIONBUILDINGFF = 2043.3

FF = 2044.25

PROPOSEDFEMALEHOUSINGFF = 2049.8

PROPOSEDFOOD

SERVICEFF = 2051.0

PROPOSED

BUILDING 1

FF = 2045.7

CONSTRUCTION NOTES

CODED NOTES

DRAWING NUMBER

SEALS

TITLE

DATE

LOCATION

OWNER

PROJECT

405 Capitol Street Upper Atrium Charleston, West Virginia 25301

Office 304.346.0565 silling.com

6457 Frances Street, Suite 200 Omaha, NE 68106

Office 402.393.4100 dlrgroup.com

09.1.2025

REVISIONS

CONSULTANTS

SMBH Inc.

1166 Dublin Road Columbus, OH 43215 Phone: (614) 481-9800

STRUCTURAL ENGINEER

Scheeser Buckley Mayfield, LLC 1540 Corporate Woods Parkway Uniontown, OH 44685 Phone: (330) 526-2700

MECHANICAL /ELECTRICAL ENGINEERS

CIVIL ENGINEER

Scheeser Buckley Mayfield, LLC 1540 Corporate Woods Parkway Uniontown, OH 44685 Phone: (330) 526-2700

State of West Virginia Department of Homeland Security Division of Corrections and Rehabilitation

313 Anthony Center Drive White Sulphur Springs, WV 24986

Anthony Correctional Center and Jail - Replacement Facility

MUWV

MISS UTILITY OF WEST VIRGINIA, INC.

CALL BEFO

RE YOU DIG

1 800 245 4848

5' X 46' X 6" THICK

CONCRETE PAD

5' X 5' X 6" THICK

CONCRETE PAD

8' X 28' X 8" THICK

CONCRETE PAD

50' X 50' X 6" THICK

CONCRETE PAD

19' X 27' X 6" THICK

CONCRETE PAD

AREA 1

19' X 27' X 6" THICK

CONCRETE PAD

AREA 2

ADDITIONAL CONCRETE PADS PLAN

ADDITIONAL CONCRETE

CONCRETE PADS PLAN

SILLING

DLR Group

G0.2

SP0.1

SP2.8 - Concrete Pads

File details come from the government source that posted it. Updated Mar 11, 2026.