589A7-18-302 Wichita Bid Drawings - 2_Civil (SI) 3 of 3.pdf

PROPOSED BUILDING ADDITION

E. WATERMAN STREET

S.

E

D G

EM

O

O R

D R

IV

E

W W

W W W W W W W

W

W

W

F W

W

W

20 13 12

161110

PROPOSED 8" WATER LINE, SEE

SHEET CU222

PROJECT SITE

PROPOSED 6" FIRE SERVICE LINE,

SEE SHEET CU223

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU220

CIVIL SITE

PPW TITLE SHEET

WATER DISTRIBUTION SYSTEM

to serve

SEPTEMBER 2021

GENERAL NOTES

0 30.48m 60.96m

SHEET INDEX

Vicinity Map

VA MEDICAL CENTER

Gary Janzen, P.E. City Engineer Project Number

2020-652 PPD (XXXXXX)

BUILDING 13 NEW BOILERS,

CITY OF WICHITA, KANSAS

ROBERT J. DOLE

09/03/2021

U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E

U E

U E

U E

G G

G G

G G

G G

G G

G G

G G

G G

G

GG

G G

G G

G G

G G

G G

X X

X X

X

X X

X X

>O E O E X

X

X X

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

O E O E O E O E O E O E O E O E O E

O E O E

O E O E

O E O E

O E O E

O E

CP120

1347.85

CP 120

CP122

1349.22

CP 122

BM220

1348.40

BM 220

BM223

1349.91

BM 223

BM225

1352.57

BM 225

IRP

1349.24

IRP

CP605

1346.53

CP MARKER

CP606

1346.61

CP MARKER

CP651

1350.48

CP MAG

CP652

1350.61

CP MAG

CP653

1349.45

CP 60D

ELX

1349.16

ELX

ELR

1350.45

ELR

GV

1349.48

GV

GTV

1348.15

GTV

1347.96

WV

1348.28

WV

STOP

LP

1349.90

LP

6" DECIDUOUS

5" BUSH

20" ELM

LP

1349.76

LP

LP

1348.20

LP

12" WILLOW

WV

1348.50

WV

NO PARKING

NO PARKING

RD RD

RD

RD

E

RDRD

WV

1346.60

WV

GP

1348.71

GP

GP

1348.86

GP

GP

1349.92

GP

GP

1350.10

GP

GP

1350.80

GP

GP

1351.07

GP

COMM. TOWER

H

WV (PIV)

1349.74

WV (PIV)

MANHOLE

LID

LID

MANHOLE

15" CEDAR15" CEDAR15" CEDAR15" CEDAR

15" CEDAR

WV

1345.75

WV

WV

1349.30

WV

WV

1349.26

WV

WV

1349.22

WVWV

1349.14

WV

SPEED

MOTORCYCLE PARKING

2" ROSE BUSH (TYP. OF 5)

16" ELM

E

INFO

6" BUSH

10" CEDAR

FFE=1346.50

FFE=1346.49

STOP

INFO

CROSSWALK

1350.55

1350.06 1711

1349.72

1349.60

POST (TYP. OF 4)

INFO

CO

1346.26

CO

CO

1348.10

CORD

FFE=1348.83

FFE=1348.87

MB

1348.77

MB

FFE=1348.92

RD

FFE=1347.96

FFE=1346.78

FFE=1346.80

FFE=1346.72

FFE=1346.70

FFE=1346.72

RD

CO

1346.45

CO

RD

RD RD

6 STEPS

FUEL LID

LID

LID

FFE=1344.62 DRAIN

4" VENT

VENT PIPE

RDCO

1346.91

CO 7 STEPS

FFE=1351.38

FFE=1347.81

FFE=1346.55

WV

1346.62

WV FFE=1347.06

1346.32

ELR

1346.57

ELR

ELR

1346.52

ELR

RD RD

RD FFE=1350.33

FFE=1350.21

FFE=1350.18

RD

6 STEPS

FFE=1350.31FFE=1350.32FFE=1350.27

RD

6 STEPS

FFE=1347.06

E

44" LID

FFE=1350.32

RD RD

FFE=1350.27

FFE=1350.32

VAULT ACCESS

A/C UNIT

RD

WV (PIV)

1350.40

WV (PIV)

RD

A/C UNIT

1350.55

NO PARKING

STOP

STOP

LP

1353.25

LP

GP

1353.61

GP LP

1353.44

LP

PIPE SUPPORT

PIPE SUPPORT

WV (TN=1346.08)

WV (TN=1347.16)

WV (TN=1347.25)

1349.80

WV (TN=1347.25)

WV (TN=1347.68)

RD

FFE=1350.30

WV (PIV)

1350.18

WV (PIV)

WV (TN=1347.83)

1350.88

WV (TN=1347.83)

WV (TN=1347.70)

RISER PIPE

1347.82

1347.69

1347.44

POST (TYP. OF 4)

1347.29

6" DECIDUOUS

DDM 0

1351.79

DDM 0

LP

1351.68

LP

STOP

EM

1349.49

EM

LP

1349.57

LP

1349.12

ELR

1348.95

ELR

NO PARKING

NO PARKING

BOR P-1

1350.82

BOR P-1

BOR B-2

1350.16

BOR B-2

BOR P-2

1350.78

BOR P-2

WV

1348.55

WV

WV

1348.54

WV

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

G

G

G

G

G

G G

G G

G G

G G

G

U E U E U E U E

G G G G G G G G G G G G G

G G

G

G G G G G G

W W

W W

W W

W W W

U E

U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E

U E

U E

U E

U E

UT

U E

UT

UT

UT

UT

U E

U E

U E

U E U E

U E

U E U E

U E

U E

U E U E

U E

U E

U E U E

UT UT UT

UT

UT

U E U E

U E U E

U E

UT

UT

UT UT UT UT UT

UT

UT

UT

UT UT

U E

U E

U E

U E

W W

W

W

UT

U E U E

CONTROL BOX

ELR

1351.21

ELR

ELR

1351.36

ELR

ELR

1350.05

ELR

ELR

1350.27

ELR

ELR

1351.42

ELR

ELR

ELR

1346.98

ELRELR

1346.58

ELR

TR

1346.87

TR

E

ELR (5)

1346.76

ELR (5)

ELR

1346.95

ELR

ELR

1347.38

ELR

1348.62

ELR

1349.91

ELR

ELR

1350.83

ELR

ELR

1350.53

ELR

ELR

1346.64

ELR

ELR

1346.62

ELR

ELR

1345.44

ELR

ELR

1348.73

ELR

TANK NOT FOUND

ELR

1347.17

ELR

O E O E O E O E O E O E O E O E O E

X

XXX

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

W

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

G G G G G G G G G G G G G G

4' STEAM TUNNEL

4' STEAM TUNNEL

VAULT

VENTILATION SHED

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

GRAVEL SIDEWALK

GR

AV

EL

S

ID

EW

AL

K

GR

AV

EL

S

ID

EW

AL

K

GRATE

GRATE

GRATE

GRATE

GRATE

GRATE

GRATE

GRATE

GRATE

GRATE

GRATEGRATE

WOOD FENCE

WOOD FENCE

CH

AI

N

LIN

K

FE

NC

E

CH

AI

N

LIN

K

FE

NC

E

U E U E

CONC. SIDEWALK

CO

NC

. S

ID

EW

AL

K

CONC. SIDEWALK

CONC. S

IDEW

AL

K

CONC. SIDEWALK

SSM-28

SSM-25

SSM-24

SDC-12

SDC-11

SDM-16

SDM-5500

SDA-30

SDM-19

SDA-10

SDA-9

SDA-8

SDM-15

SDM-21

SDM-20

SDA-7

SDA-6

SDA-5

SDM-22

SDM-23

SDA-3

SDA-2

SDA-1

SDA-14SDA-4

SDA-27

" R

C P

30" RCP

30" RCP

" R

C P

" R

C P

24" RCP

6" CIP30" RCP

30" RCP

30" RCP

30" RCP

30" R

CP

" R

CP24" RCP

24" RCP

" P

VC

" P

VC

8" VCP

8" VCP

" C

IP

6" C

IP

6"

C

IP

" R

CP

6"

P

VC

6" (T

YP

E

U N

KN

O

W N

6" C

IP

6" CIP

4" (RECORD)

6" C

IP

4" (RECORD)

8" VCP

8" V

C P

8" C

IP

SDM-29

DRAIN (TYP. OF 3)

U E

TANK OUTER WALL TANK OUTER WALL

W

GRAVEL

GRAVEL

GRASS

GRASS

GRASS

GRASS

CONCRETE

CONCRETE

GRASS

GRASS

CONCRETE

CONCRETE

GRAVEL

GRAVEL

GRAVEL

CONCRETE

GRASS

GRASS

GRASS

GRASS

GRASS

GRAVEL

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

ASPHALT

CONCRETE

ASPHALT ASPHALT ASPHALT

CONCRETE

HANDRAIL

HANDRAIL

LID

LID

MANHOLE

CAR PORT

SHED

SHED

SHED

STEAM LINE

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

U E

GRATE

METAL STAIRS

SWITCHGEAR

METAL RAMP

STEAM TUNNEL

STEAM TUNNEL

BLD

G. 16

BLD

G. 12

BLD

G. 20

BLD

G. 17

W W W

W

W

W W

W W

W W

W W

W

W

W

6" (RECORD SIZE)

W W W W W W W W

W W

W W

W W

W W

W

W

4" SOFT WATER (REC. SIZE & LOC.)

4" (REC. SIZE & LOC.)

4" SOFT WATER (REC. SIZE & LOC.)

6" (REC. SIZE)

8" (REC. SIZE)

8" (R

EC

. S

IZ

E

LO

C.

4" (REC. SIZE & LOC.))

8" (

REC. S

IZE & LO

C.)

8" (REC. SIZE & LOC.)

6" (REC. SIZE)

4" S

OF

T

W

AT

ER

(R

EC

. S

IZ

E

LO

C.

W W W W W W W W W W W W W W W W W W W W

W W

W W

W

W

W

W W

W

W W

4" (REC. SIZE & LOC.)

4" (REC. SIZE & LOC.)

8" (REC. SIZE & LOC.)

6" (REC. SIZE & LOC.) 8" (REC. SIZE & LOC.)

8" (R

EC

. S

IZ

E

LO

C.

8" (REC. SIZE & LOC.)

8" (REC. SIZE & LOC.)

W W W W W W W W

W W

W

U E

U E

U E

U E

U E

U E

U E

U E

4" CIP (RECORD)

CITY R.O.W.

O E O E O E O E

VAULT ACCESS

LP

1353.25

LP

GP

1353.61

GP

LP

1353.44

LP

HOSPITAL

GP

1354.23

GP

GP

1354.73

GP

X X

X

X

U E U E

U E

U E

U E

U E

U E U E

UT UT

U E U E

DUCT BANK

U E U E

U E

G G

G G G W W W

W

W W

W

W

W

W

W W

G

G G G G G G G G G G

G

G

G G G G G G G G G G G

G

G

NEW 100mm PVC TANK WATER

SERVICE LINE, SEE SHEET

CU201.01.

NEW STORM SEWER LINE, SEE

SHEET CU321.01.

NEW RAIN LEADER, SEE SHEET

CU301.01.

NEW BUILDING ADDITION

FF = 411.88

(MATCH EX. FF)

NEW STEAM TRENCH.

NEW 100mm PVC DOMESTIC

SERVICE LINE, SEE SHEET

CU201.01.

NEW 75mm DOMESTIC

SERVICE LINE, SEE SHEET

CU201.01.

W W

W W

W

W W W W W W W W W W W W W W

W

W

W

W W

NEW 200mm PVC

WATERLINE, SEE

SHEET CU222.01.

F F

F

NEW 150mm PVC FIRE

SERVICE LINE, SEE SHEET

CU223.01.

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT

E. WATERMAN STREET

S.

E

D G

EM

O

O R

D R

IV

E

NEW FIRE HYDRANT

EXISTING FIRE HYDRANT

TEMPORARY 75mm DOMESTIC

SERVICE LINE, SEE SHEET CU201.01.

NEW WATER STORAGE TANK. SEE

PLUMBING PLANS FOR TANK

PIPING AND DETAILS.

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU221.01

CIVIL SITE

WATERLINE KEY MAP, PHASE 1

UTILITY LEGEND

PROPOSED STORM SEWER

PROPOSED STORM SEWER MANHOLE

PROPOSED WATERLINEW W

PROPOSED UNDERGROUND ELECTRIC

PROPOSED FIRE LINEF F

0 6.10m 12.20m3.05m

PROPOSED GAS SERVICE LINEG G

U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E

X X

CP651

1350.48

CP MAG

15" CEDAR

15" CEDAR15" CEDAR15" CEDAR

15" CEDAR

RD

WV (PIV)

1350.40

WV (PIV)

RD

A/C UNIT

1350.55

NO PARKING

WV (TN=1346.08)

WV (TN=1347.16)

WV (TN=1347.25)

1349.80

WV (TN=1347.25)

WV (TN=1347.68)

RD

FFE=1350.30

BOR P-1

1350.82

BOR P-1

BOR B-2

1350.16

BOR B-2

BOR P-2

1350.78

BOR P-2

U E U E U E

W

W W W

U E

U E

U E

ELR

1351.42

ELR

ELR ELRELR

ELR

G G G G G G G G G G G G

4' STEAM TUNNEL

CONC.

CONC.

CONC.

CONC.

GRAVEL SIDEWALK

WOOD FENCE

U E U E U E U E U E

SDM-16

SDM-5500

" R C

P

W

W W

GRAVEL

GRAVEL

GRASS

GRASS

CONCRETE

HANDRAIL

CAR PORT

6" (RECORD SIZE)

W W W W W W W W

W W

4" SOFT WATER (REC. SIZE & LOC.)

4" SOFT WATER (REC. SIZE & LOC.)

6" (REC. SIZE)

W W W W W W

U E

U E

U E

U E

U E

U E

4" CIP (RECORD)

CAUTION!!

EX. 760mm STORM SEWER

APPROX. 300,000 L

WATER STORAGE

PROP. ELECTRIC NOTE: SEE PLUMBING PLANS

FOR STORAGE TANK PIPING

INFORMATION AND DETAILS

NEW BUILDING ADDITION

FF = 411.88

(MATCH EX. FF)

CAUTION!!

PROP. ELECTRIC

CAUTION!!

NEW 150mm GAS LINE

CAUTION!!

NEW 150mm GAS LINE

G G

G G

W W

F F

F F

F F

F

W

W W

W W

W W

W

W

W

W W

W

W

W

W

W

G G

G

G G G G G G G G G G G G G G G G G G G G

G

G

G

G

G

G G G G G G G G

W

2.35m 200mm PVC PIPE

11.85m 200mm PVC PIPE

30.71m 200mm PVC PIPE 17.67m 200mm PVC PIPE

12.35m 200mm PVC PIPE

0.78m 200mm PVC PIPE

3.15m 150mm PIPE 18.16m 200mm PVC PIPE

2.36m 200mm PVC PIPE 0.44m 200mm PVC PIPE

0.61m 200mm PVC PIPE

0.44m 200mm PVC PIPE

NEW PIPE BOLLARDS.

SEE DETAIL, SHEET CU226.

N: 1,684,622.4314, E: 1,667,672.7657

NEW FIRE HYDRANT ASSEMBLY.

SEE DETAIL, SHEET CU224.

N: 1,684,570.1917, E: 1667430.9041

STA. 10+00.0, WATERLINE NO 1

INSTALL 200mm 90° BEND CONNECT TO EXIST. 200mm WATERLINE

N: 1,684,645.7418, E: 1667430.8151

STA. 10+75.6, WATERLINE NO 1

INSTALL 200mm 45° BEND

N: 1,684,651.6195, E: 1667436.6858

STA. 10+83.9, WATERLINE NO 1

INSTALL 200mm 45° BEND

N: 1,684,653.5555, E: 1667577.7181

STA. 12+24.9, WATERLINE NO 1

INSTALL 200mm X 150mm TEE

N: 1,684,654.3060, E: 1667632.3868

STA. 12+79.6, WATERLINE NO 1

INSTALL 200mm 45° BEND

N: 1,684,625.6396, E: 1667661.8632

STA. 13+20.7, WATERLINE NO 1

INSTALL 200mm 45° BEND

N: 1,684,592.7638, E: 1667662.0471

STA. 13+53.6, WATERLINE NO 1

INSTALL 200mm X 200mm TEE CONNECT TO EXIST. 200mm WATERLINE

N: 1,684,652.1620, E: 1667476.2057

STA. 11+23.4, WATERLINE NO 1

INSTALL 200mm X 100mm TEE

N: 1,684,622.3569, E: 1667661.8837

STA. 13+24.0, WATERLINE NO 1

INSTALL 200mm X 150mm TEE

N: 1,684,585.4060, E: 1667430.8862

STA. 10+15.2, WATERLINE NO 1

INSTALL 200mm 45° VERT. BEND

N: 1,684,583.2491, E: 1667430.8887

STA. 10+13.1, WATERLINE NO 1

INSTALL 200mm 45° VERT. BEND

N: 1,684,572.6369, E: 1667430.9012

STA. 10+02.4, WATERLINE NO 1

INSTALL 200mm 45° VERT. BEND

N: 1,684,575.1969, E: 1667430.8982

STA. 10+05.0, WATERLINE NO 1

INSTALL 200mm 45° VERT. BEND

CAUTION!!

EX. STEAM TUNNEL

NEW 100mm TANK SERVICE LINE, SEE SHEET CU201.01.

NEW STORM SEWER LINE,

SEE SHEET CU321.01.

NEW RAIN LEADER,

SEE SHEET CU301.01.

NEW STEAM TRENCH.

SEE MECHANICAL

NEW 100mm DOMESTIC SERVICE

LINE, SEE SHEET CU201.01.

NEW DOMESTIC SERVICE LINE,

SEE SHEET CU201.01.

CAUTION!!

PROP. ELECTRIC

CAUTION!!

PROP. SUMP PUMP

DRAIN LINE

WATERLINE NO 1

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50

0.

+0

0.

0.

+7

5.

0.

+8

3.

0.

+2

4.

0.

+7

9.

0.

+2

0.

0.

+5

3.

° B

EN

D

° B

EN

D

° B

EN

D

° B

EN

D

° B

EN

D

0m m X m m

T

EE

0m m F

IR

E

SE

R

VI

C

E

0m m x m T

EE

PROPOSED GROUND

EXISTING GROUND

C O

N N

EC

T

TO

E

XI

ST

IN

G m m

W .L

C O

N N

EC

T

TO

E

XI

ST

IN

G m m

W .L

EX

IS

T.

S

TE

AM

P

IP

E

TR

EN

C

H

PR

O

P.

E

LE

C

TR

IC

EX

IS

T.

E

LE

C

TR

IC

0m m X m m

T

EE

0.

+2

3.

0.

+2

3.

0m m X m T

EE

FI

R

E H

YD

R

AN

T

PR

O

P.

m m G

AS

L

IN

E

0.

+0

2.

9.

+0

5.

9.

+1

3.

0.

+1

5.

° B

EN

D

° B

EN

D

° B

EN

D

° B

EN

D

PR

O

P.

m m S

U M

P

PU

M P

LI

N

E

PR

O

P.

C

O N

C R

ET

E

PI

PE

9.

FL

=4

.3

PR

O

P.

m m S

U M

P

PU

M P

LI

N

E

FL

=4

.2

8 PR

O P.

E

LE

C

TR

IC

PR

O

P.

E

LE

C

TR

IC

PR

O

P.

E

LE

C

TR

IC

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU222.01

CIVIL SITE

WATERLINE PLAN & PROFILE, LINE 1, PHASE 1

0 3.05m 6.10m1.52m

1.5

2m

PLAN: LAT. & LONG.

PROFILE: HORIZ. SAME AS ABOVE

VERT:

UTILITY LEGEND

PROPOSED STORM SEWER

PROPOSED STORM SEWER MANHOLE

PROPOSED WATERLINEW W

PROPOSED UNDERGROUND ELECTRIC

PROPOSED FIRE LINEF F

PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR

SHALL EXCAVATE THE EXISTING 200mm PVC PIPE AT

WATERLINE NO. 1 STATIONS 00+00.00 AND 3+17.09 TO VERIFY

ITS HORIZONTAL AND VERTICAL LOCATION. THE PIPE

LOCATION SHALL BE REPORTED TO THE ENGINEER SO THAT

ANY NECESSARY PLAN MODIFICATIONS CAN BE MADE. ANY

ADDITIONAL LABOR OR MATERIALS NECESSARY TO COMPLETE

THE CONNECTION SHALL BE CONSIDERED SUBSIDIARY TO THE

PROJECT.

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

O E

O E

O E

O E

O E

O E

O E

DD

M

.7

D

D M

LP 28

.6

LP

BO

R

P-

.7

BO

R

P -2

GR

AV

EL

S

ID

EW

AL

K

GRASS

GRASS

G G

W W

FFFFFFF

WWWWWW

GGG

G G

G G

G G

G G

G G

G G

G G

NEW STORM SEWER LINE,

SEE SHEET CU321.01.

NEW RAIN LEADER,

SEE SHEET CU301.01.

N

EW

B U

IL

D

IN

G

AD

D

IT

IO

N

FF

.8

(M

AT

C

H E

X.

F

F)

N: 1,684,653.5555, E: 1667577.7181

STA. 12+24.9, WATERLINE NO 1

STA. 10+00.0, WATERLINE NO 2

INSTALL 200mm X 150mm TEE

26.48 L.F. 6" PIPE

N: 1,684,606.9113, E: 1,667,578.3630 150mm FIRE SERVICE LINE, SEE

FIRE PROTECTION FOR CONTINUATION.

NEW STEAM TRENCH.

SEE MECHANICAL

NEW WATER SERVICE LINE,

SEE SHEET CU201.01.

CAUTION!!

NEW STORM SEWER

CAUTION!!

NEW STEAM TRENCH

CAUTION!!

NEW RAIN LEADERN: 1,684,645.5566, E: 1,667,577.8296

STA. 10+08.00, WATERLINE NO. 2

INSTALL PIV,SEE

DETAIL SHEET CU226

N: 1,684,626.2894, E: 1667578.0978

STA. 10+27.3, WATERLINE NO 2

INSTALL 150mm VERTICAL 45° BEND

N: 1,684,625.1676, E: 1667578.1135

STA. 10+28.4, WATERLINE NO 2

INSTALL 150mm VERTICAL 45° BEND

N: 1,684,615.4103, E: 1667578.2494

STA. 10+38.1, WATERLINE NO 2

INSTALL 6" VERTICAL 45° BEND

N: 1,684,613.4081, E: 1667578.2773

STA. 10+40.2, WATERLINE NO 2

INSTALL 6" VERTICAL 45° BEND

CAUTION!!

NEW GAS LINE

0.23m 150mm PIPE

1.90m 150mm PIPE

2.82m 150mm PIPE

0.50m 150mm PIPE

WATERLINE NO 2

10+00 10+10 10+20 10+30 10+40

EXISTING GROUND

PROPOSED GROUND

0.

+0

0.

0m m X m m

T

EE

PR

O

P.

m m C

O N

C R

ET

E

PI

PE

9.

EN

D m m

F

IR

E

SE

R

VI

C E

LI

N

E

0.

+4 6.

PR

O

P.

P

R

EC

AS

T

ST

EA

M P

IP

E

TR

EN

C H

PO

ST

IN

D

IC

AT

O R

V

AL

VE

(P

IV

0.

+0

8.

° B

EN

D

° B

EN

D

° B

EN

D

° B

EN

D

0.

+2

7.

9.

+2

8.

9.

+3

8.

0.

+4

0.

PR

O

P.

m m G

AS

L

IN

E

PR

O

P.

m m R

AI

N

L

EA

D

ER

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU223.01

CIVIL SITE

WATERLINE PLAN & PROFILE, LINE 2, PHASE 1

0 3.05m 6.10m1.52m

1.5

2m

PLAN: LAT. & LONG.

PROFILE: HORIZ. SAME AS ABOVE

VERT:

UTILITY LEGEND

PROPOSED STORM SEWER

PROPOSED STORM SEWER MANHOLE

PROPOSED WATERLINEW W

PROPOSED UNDERGROUND ELECTRIC

PROPOSED FIRE LINEF F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU224

CIVIL SITE

STANDARD WATER ASSEMBLY DETAILS

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU225

CIVIL SITE

MISC. WATER DETAILS

3 THRUST BLOCK DETAILS (HORIZONTAL FITTINGS)

NOT TO SCALE

2 VALVE BOX DETAIL

NOT TO SCALE

0.61m SQ.

CONCRETE PAD

m m

0m m m m

3- 1/

4"

TOP & COVER

EMBED VALVE IDENTIFICATION

NUMBER IN CONCRETE PAD

75mm PIPE RISER

GRAVEL SHIELD

EMBEDMENT MATERIAL

SOCKET FROM 6mm STEEL, 55m I.D. X 75mm DEEP

BASE

VALVE

L

L

W

W

L

WL

H

W

VA

R

IE

S

D /2

D

VA

R

IE

S

AS

R

EQ

U

IR

ED 30mm STEEL, 130mm DIA.

25mm DIA. COLD ROLLED STEEL OR 40mm DIA. HEAVY STEEL PIPE

STANDARD 50mm SQ. VALVE

OPERATING NUT

VALVE BOX NOTES

1. ONE VALVE STEM REQUIRED FOR EACH BURIED VALVE.

DEAD END PLAN

90° PLAN TEE PLAN 45° (AND SMALLER) PLAN

ELEVATION

KEY BLOCK DETAIL

CIMJ PLUG

FIRE HYDRANT (TYP.)

THRUST BLOCKING TO

REMAIN CLEAR OF BOLTS

AND MJ ACCESSORIES

ANCHOR COUPLING

PROPOSED

VALVE

CIMJ TEE

1 VALVE ASSEMBLY DETAIL

NOT TO SCALE

GROUND C.I. CAP

6" VALVE BOX

MJ VALVE

DICL SJ PIPE

VALVE ASSEMBLY NOTES

1. MATERIAL LIST

1 - MJ GATE VALVE

2 LF - DICL SJ PIPE

1 -150mm VALVE BOX

4 POST INDICATOR VALVE DETAIL

NOT TO SCALE

1.

m (M

IN

WATERLINE

FINISHED GROUND

POST INDICATOR

THRUST BLOCK SCHEDULE

LINE

SIZE

FITTINGS

& ANGLE DIM. "L" DIM. "H" DIM. "W"

100mm 45° 0.5m 0.5m 0.3m 100mm 90° 0.6m 0.6m 0.6m 150mm 45° 0.8m 0.6m 0.6m 150mm 90° 0.9m 0.9m 0.9m 100mm TEE 0.6m 0.5m 0.5m 150mm TEE 0.9m 0.8m 0.8m 200mm 45° 0.9m 0.6m 0.5m 200mm 90° 1.4m 1.1m 1.1m 200mm TEE 1.2m 0.9m 0.9m

6 PIPE BOLLARD DETAIL

NOT TO SCALE

NOTE:

BOLLARDS SHALL BE CONSIDERED SUBSIDIARY TO

"FIRE HYDRANT ASSEMBLY".

5 PIPE BOLLARD SPACING DETAIL

NOT TO SCALE

0.6m 0.6m

0.

6m

1.

4m

0.

8m

(M

IN

.) CONCRETE

FIRE HYDRANT,

SEE PLANS FOR LOCATION.

150mm DIA. STEEL PIPE COATED

WITH 2 COATS OF OSHA "SAFETY

YELLOW" OIL BASE ENAMEL.

CONCRETE FILLED.

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU226

CIVIL SITE

MISC. WATERLINE DETAILS 2

PROPOSED BUILDING ADDITION

E. WATERMAN STREET

S.

E

D G

EM

O

O R

D R

IV

E

20 13 12

161110

PROPOSED STORM WATER SEWER

LINE NO. 1, SEE SHEET CU321.01

PROJECT SITE

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU320

CIVIL SITE

PPD TITLE SHEET

VA MEDICAL CENTER

STORM SEWER IMPROVEMENTS

Gary Janzen, P.E. City Engineer Project Number

2020-652 PPD (XXXXXX)

to serve

BUILDING 13 NEW BOILERS,

CITY OF WICHITA, KANSAS

GENERAL NOTES

Vicinity Map

BENCHMARKS

SEPTEMBER 2021

ROBERT J. DOLE

SHEET INDEX

CP651

1350.48

CP MAG

15" CEDAR

15" CEDAR 15" CEDAR 15" CEDAR

1350.55

NO PARKING

WV (TN=1346.08)

WV (TN=1347.16)

WV (TN=1347.25)

1349.80

WV (TN=1347.25)

WV (TN=1347.68)

RD

BOR P-1

1350.82

BOR P-1

BOR B-2

1350.16

BOR B-2

BOR P-2

1350.78

BOR P-2

U E

U E

U E

GGGGGGGGGGG

CONC.

CONC.

U EU EU EU EU E

SDM-16

W

W W

GRAVEL

GRASS

GRASS

HANDRAIL

CAR PORT

WWWWWWW

W W

4" SOFT WATER (REC. SIZE & LOC.)

4" SOFT WATER (REC. SIZE & LOC.)

WWWWWW

U E U E

U E U E

U E

4" CIP (RECORD)

WWWWWWWWWWWWWWWWWWWWWWWWW

W W

W W

G G

G

W

W

W

W

W

W

W W

F F

F F

F F

F

W

W W

W W

W W

W

W

W W

W W

W

W

W

G G

G

GGGGGGGGGGGGGGGGGGGG

G

G

G

G

G

GGGGGGG

W

INSTALL 18.53m 760mm RCP

INSTALL 14.26m 760mm RCP

INSTALL 18.04m 760mm RCP

INSTALL 15.45m 760mm RCP

CAUTION!

PROP. WATERLINES

N: 1,684,578.2851, E: 1,667,654.0639 INSTALL 3.66m TRENCH DRAIN

ACO POWER DRAIN S300K OR EQUAL

w/ ADAPTORS AS REQUIRED.

TOP = 411.25

FL Out = 410.94

INSTALL 3.05m 250mm PVC

NEW RELOCATED 200mm WATERLINE.

SEE SHEET CU221.01.

NEW WATER SERVICE, SEE

SHEET CU201.01.

NEW 150mm FIRE SERVICE LINE, SEE SHEET CU223.01.

NEW PRECAST STEAM PIPE

TRENCH AND CONDENSATE LINE.

N: 1,684,639.2407, E: 1,667,509.6437

STA. 1+70.7, SWS NO. 1

CONSTRUCT MH-1-3

1.5m DIAMETER MANHOLE

SEE DETAIL SHEET CU322.

N: 1,684,640.1853, E: 1,667,570.4318

STA. 1+09.9, SWS NO. 1

CONSTRUCT AI-1-1

SEE DETAIL SHEET CU323.

N: 1,684,641.1053, E: 1,667,629.6268

STA. 0+50.7, SWS NO. 1

CONSTRUCT MH-1-2

1.5m DIAMETER MANHOLE

SEE DETAIL SHEET CU322.

N: 1,684,592.4747, E: 1,667,509.8220

STA. 2+17.5, SWS NO. 1

CONNECT TO EXIST. 760mm RCP

N: 1,684,596.6692, E: 1,667,654.0639

STA. 0+00.0, SWS NO. 1

CONSTRUCT MH-1-1

1.5m DIAMETER MANHOLE

SEE DETAIL SHEET CU322.

INSTALL TRENCH DRAINS OUTSIDE EACH DOOR AND

CONNECT TO ADJACENT RAIN LEADER. ACO POWER DRAIN

S100K OR EQUAL W/ ADAPTORS AS REQUIRED (TYP.)

SEE SHEET CU301.01. COORDINATE INSTALLATION WITH

SECURITY BOLLARD FOUNDATIONS.

RAIN LEADERS. SEE SHEET

CU301.01.

CAUTION!

PROP. ELECTRIC

CAUTION!

PROP. GAS LINE

CAUTION!

PROP. STEAM

TRENCH

NEW SUMP PUMP DRAIN

LINE. SEE SHEET

CU302.01.

NEW SUMP PUMP DRAIN

LINE. SEE SHEET

CU302.01.

SWS NO. 1

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20

15.45m 760mm PIPE @ 0.15%

18.04m 760mm PIPE @ 0.15%

14.26m 760mm PIPE @ 0.75%

18.53m 760mm PIPE @ 0.15%

9.

9.

ST

A.

+7 0.

7, S

W S

N O

. 1 M

H -1

-3

TO

P

1.

ST

A.

+0

0.

0, S W

S N

O . 1

M H

-1 -1

TO

P

1.

ST

A.

+0

9.

9, S W

S N

O . 1

AI

-1

-1

TO

P

1.

ST

A.

+5

0.

7, S W

S N

O . 1

M H

-1 -2

TO

P

1.

ST

A.

+1

7.

5, S W

S N

O . 1

C O

N N

EC

T

TO

E

XI

ST

TO

P

0.

PR

O

P.

P

R

EC

AS

T

ST

EA

M P

IP

E

TR

EN

C H

PR

O

P.

5m m

D O

M

ES

TI

C

S

ER

VI

C

E

PROPOSED GROUND

EXISTING GROUND

PR

O

P.

m m F

IR

E

SE

R

VI

C

E

FL = 409.01

EXISTING 760mm PIPE

FL = 409.33

EXISTING 750mm PIPE

FL IN = 409.86

FROM TRENCH DRAIN

PR

O

P.

E

LE

C

TR

IC

FL IN = 409.63

FROM 200mm RAIN LEADER

FL IN = 409.33

FROM 150mm SUMP PUMP LINE

PR

O

P.

E

LE

C

TR

IC

PR

O

P.

m m G

AS

L

IN

E

FL IN = 409.23

FROM 150mm SUMP PUMP LINE

FL IN = 409.17

FROM 100mm SUMP PUMP LINE

PR

O

P.

E

LE

C

TR

IC

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU321.01

CIVIL SITE

STORM SEWER PLAN & PROFILE, PHASE 1

0 3.05m 6.10m1.52m

1.5

2m

PLAN: LAT. & LONG.

PROFILE: HORIZ. SAME AS ABOVE

VERT:

PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR

SHALL EXCAVATE THE EXISTING STORM SEWER PIPE TO

VERIFY ITS SIZE, AND HORIZONTAL AND VERTICAL LOCATION.

THE PIPE LOCATION SHALL BE REPORTED TO THE ENGINEER

SO THAT ANY NECESSARY PLAN MODIFICATIONS CAN BE

MADE. ANY ADDITIONAL LABOR OR MATERIALS NECESSARY TO

COMPLETE THE CONNECTION SHALL BE CONSIDERED

SUBSIDIARY TO THE PROJECT.

PROPOSED SANITARY SEWER

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER CLEANOUT

UTILITY LEGEND

PROPOSED STORM SEWER

PROPOSED STORM SEWER MANHOLE

PROPOSED WATERLINEW W

PROPOSED UNDERGROUND ELECTRIC

PROPOSED GAS LINEG G

1 PRECAST STANDARD MANHOLE TYPE "A"

2 SECTION X-X (TYPICAL)

NOT TO SCALE

3 PRECAST SHALLOW MANHOLE TYPE "B"

NOT TO SCALE

4 TYPICAL MANHOLE FLOOR SHAPING

NOT TO SCALE

0m m

VA

R

IE

S

C O

N C

EN

TR

IC

C

O N

E

SE

C

TI

O N

5m m T

O m m

ADJUSTMENT RINGS

100mm MIN. TO 460mm MAX.

1220mm (MIN.)

130mm

(MIN.)

130mm

(MIN.)

100mm

(MIN.)

0m m (M

IN

m m C

LR

MANHOLE FRAME AND

COVER TO BE DEETER #1261,

EJIW #1936-Z1, OR EQUAL.

660mm

UNDISTURBED SOIL OR

APPROVED BACKFILL

MATERIAL COMPACTED

TO 95% ASTM D-698

#4 BARS @ 300mm

CTRS. BOTH WAYS

150mm CRUSHED ROCK BASE

BEDDING TO LIMITS OF

EXCAVATION PER

SPECIFICATIONS

MANHOLE FRAME AND

COVER TO BE DEETER #1261,

EJIW #1936-Z1, OR EQUAL.

GROUT TO BE PLACED

AROUND MANHOLE

FRAME ONLY WHEN

MANHOLE IS

CONSTRUCTED IN

UNPAVED AREAS.

(TYPICAL ALL MANHOLES)

660mm

1220mm (MIN.)

130mm

(MIN.)

130mm

(MIN.)

100mm

(MIN.)

0m m (T

YP

0m m (M

IN

m m (M

IN

BUTYL-RUBBER

JOINT SEALANT

GROUT PIPE OR PIPE CONNECTOR

IN PLACE WITH NON-SHRINK

GROUT. (SEE SPECS.)

1:12 (MIN.) TO 1:6 (MAX.)

8 SACK SAND MIX

150mm CRUSHED ROCK BASE BEDDING TO

LIMITS OF EXCAVATION PER SPECIFICATIONS

MANHOLE FRAME AND

COVER TO BE DEETER #1261,

EJIW #1936-Z1, OR EQUAL.

REINFORCED CONCRETE

CONCENTRIC FLAT TOP

CONSTRUCTED IN

CONFORMANCE WITH

ASTM C-478

0m m1.

1m M

IN

. 1

.5 m

M

AX

ADJUSTMENT RINGS

100mm MIN. TO 460mm MAX.

660mm

1220mm (MIN.)

130mm

(MIN.)

130mm

(MIN.)

100mm

(MIN.)

0m m (M

IN

m m C

LE

AR

150mm CRUSHED ROCK BASE

BEDDING TO LIMITS OF

EXCAVATION PER

SPECIFICATIONS#4 BARS @ 300mm

CTRS. BOTH WAYS

UNDISTURBED SOIL OR

APPROVED BACKFILL

MATERIAL COMPACTED

TO 95% ASTM D-698

1:12 (MIN.)

1:6 (MAX.)

MANHOLE WALL

8 SACK SAND MIX

PRECAST MANHOLE NOTES

1. IF, IN THE OPINION OF THE ENGINEER, THE MANHOLE SUBGRADE

APPEARS UNSTABLE, THE CONTRACTOR WILL HAVE THE OPTION

TO COMPACT SUBGRADE AS SHOWN OR INCREASE THE

THICKNESS OF THE MANHOLE BASE AS DIRECTED BY THE

ENGINEER.

2. STEEL REINFORCING WILL BE REQUIRED IN ALL MANHOLE BASES.

3. ALL MANHOLE CONSTRUCTION SHALL BE WATER TIGHT.

4. TOP OF MANHOLE FLOOR SLAB SHALL BE AT LEAST 3 INCHES

BELOW THE FLOW LINE OF THE OUTLET PIPE TO INSURE

SUFFICIENT MINIMUM THICKNESS OF SHAPED INVERT.

5. ALL PRECAST CONCRETE MANHOLE SECTIONS SHALL CONFORM

TO THE LATEST REVISION OF ASTM C-478 AS MODIFIED BY THE

SPECIFICATIONS.

6. CONCRETE USED FOR MANHOLE CONSTRUCTION SHALL

CONFORM TO CITY SPECIFICATIONS FOR CONCRETE PAVEMENT

MIX.

7. PRECAST MANHOLES SHALL BE SET AT LEAST 100mm INTO

MANHOLE BASE.

8. MANHOLES WITH PIPE SIZES 610mm AND LARGER SHALL HAVE 1.5

METER INSIDE DIAMETER (MIN.)

9. MANHOLES WITH PRECAST BASES MAY BE USED AT THE

CONTRACTORS OPTION. THESE MANHOLES SHALL HAVE AN

200mm MINIMUM BASE THICKNESS AND SHALL BE PLACED ON AN 200mm MIN. CRUSHED ROCK BASE. PIPES SHALL BE ENCASED

WITH CRUSHED ROCK TO AT LEAST 1 METER FROM THE

MANHOLE WALL.

10. CONTRACTOR SHALL REMOVE LIFTING HOOKS AFTER

INSTALLATION. RECESSES IN MANHOLE WALL SHALL BE

GROUTED FLUSH TO THE MANHOLE WALL WITH HYDRAULIC

CEMENT AFTER THE MANHOLE IS IN PLACE. LIFTING HOLES

THRU THE MANHOLE WALL WILL NOT BE ACCEPTED.

11. THE ENDS OF ALL PIPES IN MANHOLES SHALL BE CUT OFF FLUSH

WITH THE INSIDE FACE OF THE MANHOLE WALL.

12. MANHOLE INVERT SHALL BE SHAPED WITH 8 SACK SAND MIX

CONCRETE TO CREATE FLOW CHANNELS AND TO INCREASE

HYDRAULIC EFFICIENCY SUCH THAT THE MANHOLE WILL BE SELF

CLEANING BETWEEN ALL INLET AND/OR OUTLET PIPES.

13. MANHOLE FRAME AND COVER TO BE DEETER #1261, EJIW

#1936-Z1, OR APPROVED EQUAL (NO LOGO).

14. FOR FLAT GRATED INLET APPLICATION, GRATE TO BE DEETER

#1933, EJIW #1205 MDI, OR APPROVED EQUAL.

15. FOR BEEHIVE GRATE APPLICATION, GRATE TO BE DEETER #4495,

EJIW #120545, OR APPROVED EQUAL.

FLOOR SHAPING NOTE

1. CUT PIPE WHERE NECESSARY TO ALLOW

PROPER FLOOR SHAPING.

X

X

JOINT DETAIL (TYPICAL)

X

X

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU322

CIVIL SITE

PRECAST MANHOLE DETAILS

1 TOP VIEW

L + 0.30 m

W m

0m m

150mm

SIDE B

B

B

SIDE A

A A

SIDE D

SIDE C

2 SECTION A-A

NOT TO SCALE

L + 0.46 m

150mm CRUSHED ROCK BASE BEDDING PER SPECIFICATIONS#4 BARS @ 0.30 m O.C.

0m m

3"

SIDE A SIDE C

6" "L" 150mm

#4 BARS @ 150mm

VERTICAL AND HORIZONTAL

75mm ± BRICK OR MORTAR

ADJUSTMENT

TOP REINFORCING - #4 BARS @

150mm O.C. EACH DIRECTION, 2"

CLEAR FROM BOTTOM FACE

FRAME AND GRATE. SEE GENERAL NOTES, THIS SHEET.

L + (SEE APRON DETAILS, THIS SHEET)

3 SECTION B-B

NOT TO SCALE

END OUTLET

150mm CRUSHED ROCK BASE

BEDDING PER SPECIFICATIONS

W + 0.46 m

6" H

-0 .4 m

0m m

H

X

150mm "W"

SIDE D SIDE B

4 SECTION B-B

NOT TO SCALE

SIDE OUTLET

W + 0.46 m

150mm CRUSHED ROCK BASE

BEDDING PER SPECIFICATIONS

8" H

1'

-5

0m m

H

150mm "W"

SIDE D

SIDE B

W + (SEE APRON DETAILS, THIS SHEET)W + (SEE APRON DETAILS, THIS SHEET)

5 FLUSH STYLE TOP (NO APRON)

NOT TO SCALE

6 225mm APRON NOT TO SCALE 7 450mm APRON

NOT TO SCALE

0m m

0m m

225mm

0m m

460mm

DROP INLET NOTES

1. W=0.61m AND L=0.61m FOR SINGLE AREA INLET

2. W=0.61m AND L=1.22m FOR DOUBLE AREA INLET

3. THE STRUCTURE(S) ON THIS DETAIL SHEET ARE DESIGNED FOR

HS-20 LOADING AT THESE SPECIFIC DIMENSIONS ONLY. IF

LARGER DIMENSIONS ARE REQUIRED, THE ENGINEER SHALL

PROVIDE A PROJECT SPECIFIC STRUCTURE DESIGN FOR

APPROVAL BY THE CITY ENGINEER'S OFFICE.

4. GRATE FRAME TO BE INSTALLED ON THIN MORTAR CUSHION TO

INSURE FULL SUPPORT ALONG BRICK. CONCRETE USED FOR

INLET CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS

FOR CONCRETE PAVEMENT MIX.

5. INLET INVERT SHALL BE SHAPED WITH 8 SACK SAND MIX

CONCRETE TO CREATE FLOW CHANNELS AND TO INCREASE

HYDRAULIC EFFICIENCY SUCH THAT THE INLET WILL BE SELF

CLEANING BETWEEN ALL INLET AND/OR OUTLET PIPES.

6. THE ENDS OF ALL PIPES INSTALLED IN INLETS SHALL BE CUT OFF

FLUSH WITH THE INSIDE FACE OF THE INLET WALL.

7. INLET FRAME AND GRATE TO BE DEETER #2433, EJIW #5391-Z1

OR APPROVED EQUAL FOR SINGLE DROP INLET AND DEETER

#2434, EJIW #5391 Z3 OR APPROVED EQUAL FOR DOUBLE DROP

INLET.

8. CONTRACTOR SHALL REMOVE LIFTING HOOKS AFTER

INSTALLATION. RECESSES IN INLET WALL SHALL BE GROUTED

FLUSH TO THE INLET WALL WITH HYDRAULIC CEMENT AFTER THE

INLET IS IN PLACE. LIFTING HOLES THRU THE INLET WALL WILL

NOT BE ACCEPTED.

9. APRON TO EXTEND ON ALL 4 SIDES OF INLET. DESIGNER TO

DESIGNATE APRON SIZE.

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Se rv ic e

D i s ab l ed

Vet eran Owned Sma l l Business

SDVOSB

CVE

MR PROJECT NO: 0499-0121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

100% BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN

BUILDING 13

589A7-18-302

Project Director

2021-09-03

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

DRC SMT / DSB

CU323

CIVIL SITE

DROP INLET DETAILS