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

X X

X X

X

X X

X X

X

X

X X

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

IRP

1349.24

IRP

IRP

1349.64

IRP

ELX

1349.16

ELX

1347.96

LP

1349.90

LP

LP

1349.76

LP

LP

1348.20

LP

1350.55

LP

1353.25

LP

1347.29

LP

1351.68

LP

EM

1349.49

EM

LP

1349.57

LP

BOR P-1

1350.82

BOR P-1

BOR B-2

1350.16

BOR B-2

BOR P-2

1350.78

BOR P-2

X

XXX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

WOOD FENCE

WOOD FENCE

CH

AI

N

LIN

K

FE

NC

E

CH

AI

N

LIN

K

FE

NC

E

CITY R.O.W.

> LP

1353.25

LP

X X

X

X

X X

X X

X

NEW BUILDING ADDITION

E. WATERMAN STREET

S.

E

D G

EM

O

O R

D R

IV

E

15.24m M

in. Standoff

DN

161110

411.46

411.76

411.46

411.46

INSTALL SILT FENCE

INSTALL SILT FENCE

INSTALL INLET PROTECTION

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

NORTH

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

1320 12

34, 34A

1B

2A

5B

1A

35A

7A

1C

5A

3A

KEYPLAN

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

CG102.01

CIVIL SITE

EROSION CONTROL PLAN, PHASE 1

0 6.10m 12.20m3.05m

EROSION CONTROL LEGEND

PROPOSED SILT FENCE

PROPOSED INLET PROTECTION

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL PREPARE AND SUBMIT

A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) IN ACCORDANCE WITH KDPHE

REQUIREMENTS TO THE V.A. FOR APPROVAL

PRIOR TO START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL INSTALL ANY

ADDITIONAL EROSION AND SEDIMENT CONTROL

MEASURES AS NEEDED TO PREVENT SEDIMENT

TRANSPORT INTO STORM SEWERS, GUTTERS, OR

OFF-SITE DURING CONSTRUCTION.

3. SEE SHEET C-001 FOR ADDITIONAL EROSION

CONTROL AND SEEDING NOTES.

09/03/2021

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

CG501

CIVIL SITE

BACK OF CURB PROTECTION AND

CONSTRUCTION ENTRANCE

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

CG502

CIVIL SITE

SLIT FENCE DITCH CHECK AND BARRIER

DETAILS

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

CG503

CIVIL SITE

STRAW BALE DITCH CHECK AND BARRIER

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

CG504

CIVIL SITE

STREET IMPROVEMENT PROJECTS DETAILS

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

CG505

CIVIL SITE

SUBDIVISION DEVELOPMENT PROCESS

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

CP121

1349.38

CP 121

CP122

1349.22

CP 122

BM220

1348.40

BM 220

BM223

1349.91

BM 223

BM225

1352.57

BM 225

IRP

1349.24

IRP

IRP

1349.64

IRP

CP605

1346.53

CP MARKER

CP606

1346.61

CP MARKER

CP650

1355.63

CP 60D

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

LP

1349.90

LP

LP

1349.76

LP

LP

1348.20

LP

WV

1348.50

WV

E

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

H

WV (PIV)

1349.74

WV (PIV)

WV

1345.75

WV

WV

1349.30

WV

WV

1349.26

WV

WV

1349.22

WVWV

1349.14

WV

E

1350.55

WV

1346.62

WV

1346.32

ELR

1346.57

ELR

ELR

1346.52

ELR

E

WV (PIV)

1350.40

WV (PIV)

LP

1353.25

LP

GP

1353.61

GP

WV (TN=1346.08)

WV (TN=1347.16)

WV (TN=1347.25)

1349.80

WV (TN=1347.25)

WV (TN=1347.68)

WV (PIV)

1350.18

WV (PIV)

WV (TN=1347.83)

1350.88

WV (TN=1347.83)

WV (TN=1347.70)

1347.29

DDM 0

1351.79

DDM 0

LP

1351.68

LP

EM

1349.49

EM

LP

1349.57

LP

1349.12

ELR

1348.95

ELR

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

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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

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

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X X

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X X

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

WOOD FENCE

WOOD FENCE

CH

AI

N

LIN

K

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NC

E

CH

AI

N

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K

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U E U E

U E

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UT

UT

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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" (

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IZE & LO

C.)

8" (REC. SIZE & LOC.)

6" (REC. SIZE)

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C.

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

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W

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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

CITY R.O.W.

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

CP654

1355.63

CP 60D

LP

1353.25

LP

GP

1353.61

GP

E

E

E

ELR

1355.69

ELR

ELR

1355.86

ELR

GP

1354.23

GP

GP

1354.73

GP

E

X X

X

X

X X

X X

X X

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U E

U E U E

U E U E

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U E U E U E U E

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

DUCT BANKU E

U E

U E U E U E

U E

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U E

15.24m M

in. Standoff

DN

W W

W W

W

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

W W

G G

G G G

W

W

W

W W W

W

F F

F

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W

W

W

W W

G

G G G G G G G G G G

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G G G G G G G G G G G

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G

NEW RELOCATED 200mm WATERLINE.

SEE SHEET CU221.01.

NEW WATER TANK.

APPROX. 300,000 LITERS

NEW PRECAST STEAM PIPE

TRENCH AND CONDENSATE LINE.

SEE MECHANICAL PLANS.

EXISTING

WEST TANK

EXISTING

EAST TANK

TEMPORARY 100mm GAS SERVICE LINE.**

TEMPORARY 75mm DOMESTIC

SERVICE LINE.**

NEW ELECTRIC

NEW BUILDING ADDITION

NEW 75mm WATER SERVICE, SEE SHEET CU201.01.

NEW STEAM MANHOLE.

SEE MECHANICAL PLANS.

NEW RELOCATED SWS LINE (TYP.).

SEE SHEET CU301.01.

NEW ELECTRIC FEEDER

FROM SWITCH TO BUILDING 13

ADDITION TRANSFORMER.

NEW RAIN LEADER, SEE

SHEET CU301.01.

RELOCATED GENERATOR

RECONNECT EXISTING

FEEDS AS NEEDED. SEE

ELECTRICAL PLANS.

NEW ROUTE ELECTRIC

SERVICE TO GATE ARMS.

SEE ELECTRICAL PLANS.

161110

9.14m DIA.

INSTALL 14.6m OF 150mm PVC SANITARY

SEWER SERVICE @ 1.0% MIN. SLOPE.

SEE PLUMBING PLANS FOR CONTINUATION.

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

TEMPORARY 75mm

DOMESTIC SERVICE &

VALVE.**

SEE MECH. PLANS

TEMPORARY 100mm

GAS SERVICE AND

VALVE.**

INSTALL TRENCH DRAINS

(TYP.). SEE SHEET CU301.01.

NEW 150mm GAS SERVICE

LINE FROM BLDG. 17.

NEW FIRE HYDRANT

NEW 100mm WATER SERVICE

TO TANK

SEE MECHANICAL PLANS

FOR GAS SERVICE

CONNECTION.

SEE MECHANICAL PLANS

FOR GAS SERVICE

CONNECTION.

INSTALL 25.2m (TOTAL) 100mm PVC SANITARY

SEWER SERVICE @ 2.0% MIN. SLOPE. ENTIRE

LENGTH TO BE ENCASED IN CONCRETE. SEE

PLUMBING PLANS FOR CONTINUATION. N: 1684511.8317, E: 1667611.8461

NEW 150mm SANITARY SEWER CONNECTION TO 200mm MAIN. *

FL=409.13

N: 1684511.3793, E: 1667581.8815 NEW 2.25m OF 100mm PVC SANITARY

SEWER SERVICE @ 2% MIN SLOPE.

SEE PLUMBING PLANS FOR

CONTINUATION.

CONNECT TO EX. 200mm MAIN FL=409.10 *

N: 1684510.1821, E: 1667500.9160 NEW 100mm SANITARY SEWER

CONNECTION TO 200mm MAIN. *

FL=409.02

N: 1684573.6542; E: 1667500.9204 1- 45° 100mm BEND & CLEANOUT

FL=409.48

N: 1684584.5267; E: 1667511.7929 1- 45° 100mm BEND

FL=410.70

N: 1684584.5267 E: 1667513.5513

INSTALL SANITARY CLEANOUT

N: 1684517.0948 E: 1667581.8090

INSTALL SANITARY

CLEANOUT

N: 1684557.8827 E: 1667610.8514

INSTALL SANITARY

CLEANOUT

NEW SUMP PUMP DRAIN LINE.

SEE SHEET CU302.01.

NEW SUMP PUMP DRAIN LINE.

SEE SHEET CU302.01.

NEW SUMP PUMP DRAIN LINE.

SEE SHEET CU302.01.

CAUTION!!

PROP. ELECTRIC

CAUTION!!

PROP. ELECTRIC

CAUTION!!

PROP. WATERLINE

CAUTION!!

PROP. UTILITIES

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

NORTH

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

1320 12

34, 34A

1B

2A

5B

1A

35A

7A

1C

5A

3A

KEYPLAN

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

0 6.10m 12.20m

CU101.01

CIVIL SITE

UTILITY PLAN, PHASE 1

PROPOSED SANITARY SEWER

PROPOSED SANITARY SEWER CLEANOUT

UTILITY LEGEND

PROPOSED STORM SEWER

PROPOSED STORM SEWER MANHOLE

PROPOSED WATERLINEW W

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND TELECOM/CABLEUT UT

GENERAL NOTES

1. SEE ELECTRICAL SITE PLAN FOR

ADDITIONAL UG ELECTRIC AND TELECOM

INFORMATION. COORDINATE ALL WORK

WITH ELECTRICAL PLANS.

* PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR

SHALL EXCAVATE THE EXISTING 200mm SANITARY SEWER

PIPE AT TIE-IN LOCATION 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.

** REMOVE TEMPORARY SERVICES PRIOR TO CONSTRUCTION

OF ADA RAMP

3.05m

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 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

X X

X X

X X

X X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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 O E O E

CP651

1350.48

CP MAG

15" CEDAR

15" CEDAR15" CEDAR15" CEDAR

15" CEDAR

WV (PIV)

1350.40

WV (PIV)

NO PARKING

WV (TN=1346.08)

WV (TN=1347.16)

WV (TN=1347.25)

1349.80

WV (TN=1347.25)

WV (TN=1347.68)

DDM 0

1351.79

DDM 0

LP

1351.68

LP

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 U E

W

W W W W

U E

U E

U E

ELR

1351.42

ELR

ELR

TR

1346.87

TR

ELR

1349.91

ELR

ELR

1350.83

ELR

ELR

1350.53

ELR

O E O E

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

WOOD FENCE

U E U E U E U E U E

W

W W

UT

UT

UT

UT

UT

UT

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

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

15.24m M

in. Standoff

DN

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 W W W W W W W

W W

W W

G G

G G

G G G G G G

W

W

W

W

W

W

W W W 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

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

W

EXISTING WEST

TANK

EXISTING EAST

TANK

NEW BUILDING ADDITION

APPROX. 300,000 LITER

WATER STORAGE

NEW 200mm WATERLINE, SEE SHEET CU221.01.

INSTALL 14.52m 75mm DOMESTIC SERVICE LINE.

NOTE: SEE PLUMBING PLANS

FOR STORAGE TANK PIPING

INFORMATION AND DETAILS

INSTALL 6.70m 100mm PVC

INSTALL 9.05m 100mm PVC

INSTALL 10.06m 100mm PVC

INSTALL 3.18m 100mm PVC

CAUTION!!

PROP. ELECTRIC

NEW 150mm FIRE SERVICE

LINE, SEE SHEET CU223.01.

N: 1,684,606.9207, E: 1,667,579.3768 75mm DOMESTIC SERVICE LINE.

SEE PLUMBING PLANS FOR CONTINUATION.

N: 1,684,652.1620, E: 1,667,476.2057 CONNECT 75mm DOMESTIC SERVICE LINE TO NEW 200mm WATERLINE.

1 - 200mm x 100mm TEE 1 - 100mm VALVE (S)

N: 1,684,653.5694, E: 1,667,578.7269 75mm DOMESTIC SERVICE TAP AND VALVE CONN. TO NEW 200mm WATERLINE.

N: 1,684,641.2243, E: 1,667,476.3559 REFERENCE PLUMBING PLANS FOR 100mm

WATERLINE CONTINUATION.

N: 1,684,612.5387, E: 1,667,466.9865 CONNECT 100mm WATERLINE TO STORAGE

TANK. REFERENCE PLUMBING PLANS.

N: 1,684,575.7242, E: 1,667,481.7839 1 - 100mm 45° BEND

N: 1,684,552.3752, E: 1,667,505.1330 1 - 100mm 45° BEND

N: 1,684,522.6412, E: 1,667,505.6615 1 - 100mm 90° BEND

N: 1,684,522.8266, E: 1,667,516.0922 100mm TANK WATER SERVICE WITH VALVE.

SEE PLUMBING PLANS FOR CONTINUATION.

CAUTION!!

PROP. ELECTRIC

NEW STORM SEWER LINE,

SEE SHEET CU321.01.

NEW 200mm WATERLINE, SEE SHEET CU221.01.

CAUTION!!

PROP. ELECTRIC

CAUTION!!

PROP. STEAM TRENCH. LOWER LINE

AS NEEDED FOR INSTALLATION.

CAUTION!!

PROP. RAIN LEADER

CAUTION!!

PROP. STORM SEWER

CAUTION!!

EXIST. STORM SEWER. INSTALL

100mm WATER LINE BELOW EX.

STORM.

INSTALL 21.73m (TOTAL) 75mm

DOMESTIC SERVICE LINE

N: 1,684,581.5315, E: 1,667,644.3181 CAP 100mm LINE.

N: 1,684,569.1750, E: 1,667,644.7737 75mm TAP TO EXISTING 200mm LINE. CAP

WHEN TEMPORARY LINE IS REMOVED.

N: 1,684,548.2036, E: 1,667,645.3543 1 - 75mm 90° BEND

N: 1,684,547.6595, E: 1,667,595.0243 75mm TEMP. DOMESTIC SERVICE LINE WITH VALVE.

SEE PLUMBING PLANS FOR CONTINUATION.

CAUTION!!

PROP. ELECTRIC

CAUTION!!

PROP. ELECTRIC

HOT BOX FOR RPZ.

SEE PLUMBING PLANS.

N: 1,684,597.6903, E: 1,667,481.7538 1 - 100mm 45° BEND

INSTALL 6.38m 100mm PVC

CAUTION!!

PROP. ELECTRIC

CAUTION!!

EX. ELECTRIC

CAUTION!!

EX. STEAM TRENCH. LOWER LINE

AS NEEDED FOR INSTALLATION.

CAUTION!!

PROP. GAS LINE

CAUTION!!

PROP. GAS LINE

N: 1,684,622.4453, E: 1,667,672.7655

NEW FIRE HYDRANT ASSEMBLY

INSTALL 3.32m 150mm PIPE

CAUTION!!

PROP. SANITARY SEWER

CAUTION!!

EX. STORM LINE

CAUTION!!

PROP. SANITARY SEWER

CAUTION!!

PROP. SUMP PUMP

DRAIN LINE

CAUTION!!

PROP. ELECTRIC

CAUTION!!

PROP. ELECTRIC

CAUTION!!

PROP. SUMP PUMP

DRAIN LINE

W W

W W

W W

W

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

NORTH

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

1320 12

34, 34A

1B

2A

5B

1A

35A

7A

1C

5A

3A

KEYPLAN

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

0 3.05m 6.10m

CU201.01

CIVIL SITE

OVERALL WATER PLAN, PHASE 1

UTILITY LEGEND

PROPOSED STORM SEWER

PROPOSED STORM SEWER MANHOLE

PROPOSED WATERLINEW W

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND TELECOM/CABLEUT UT

* 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.

PROPOSED FIRE LINEF F

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 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

X X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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 O E O E

CP651

1350.48

CP MAG

15" CEDAR

15" CEDAR15" CEDAR15" CEDAR

15" CEDAR

6" BUSH

CO

1346.26

CO

CO

1348.10

CO

RD

MB

1348.77

MB

RD RD

6 STEPS

FUEL LID

LID

LID

DRAIN

4" VENT

VENT PIPE

RD

CO

1346.91

CO

7 STEPS

RD

RD

44" LID

WV (PIV)

1350.40

WV (PIV)

RD

A/C UNIT

1350.55

NO PARKING

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

DDM 0

1351.79

DDM 0

LP

1351.68

LP

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

W

W

U E

U E

U E

ELR

1351.42

ELR

ELR

TR

1346.87

TR

ELR

1349.91

ELR

ELR

1350.83

ELR

ELR

1350.53

ELR

TANK NOT FOUND

O E O E O E O E

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

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

GRAVEL SIDEWALK

GRATE

GRATE

GRATE

GRATE

U E U E U E U E U E

SSM-28

SSM-25

SDM-16

SDM-5500

SDM-15

SDA-7

SDA-6

SDA-5

SDA-3

SDA-14SDA-4

SDA-27

" R

C P

" R

C P

24" RCP

6" CIP30" RCP

" R

CP

6" (T

YP

E

U N

KN

O

W N

6" C

IP

6" CIP

6" C

IP

8" VCP

8" C

IPTANK OUTER WALL TANK OUTER WALL

W

W W

GRAVEL

GRAVEL

GRASS

GRASS

CONCRETE

GRASS

GRASS

GRASS

GRASS

ASPHALT

CONCRETE

ASPHALT

ASPHALT

CONCRETE

HANDRAIL

HANDRAIL

LID

LID

MANHOLE

STEAM LINE

UT

UT

UT

UT

UT

UT

6" (RECORD SIZE)

W W W W W W W W W W

W W

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

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

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

4" CIP (RECORD)

15.24m M

in. Standoff

DN

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 W W W W W W W

W W

W W

G G

G G

G G G G G G

W

W

W

W

W

W

W W W 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

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 G G

W

EXISTING WEST

TANK

EXISTING EAST

TANK

NEW BUILDING ADDITION

N: 1,684,552.8023, E: 1,667,639.5037

INSTALL CATCH BASIN

ON EX. 150mm STORM LINE * 300mm NYLOPLAST DRAIN BASIN

(OR EQUAL) W/ TRAFFIC RATED COVER

TOP=410.66

FL=409.02

INSTALL 9.1m 150mm 6" PVC

CONNECT TO EXISTING

BUILDING 13 RAIN LEADER. *

EXTEND 100mm RAIN

LEADER FROM BUILDING

12 *

INSTALL CAST IRON

DOWNSPOUT BOOT WITH

CLEANOUT TO 150mm PVC R.L.

FL=410.88

(TYP. AT EACH DOWNSPOUT)

INSTALL 15.3m 200mm PVC R.L.

150mm PVC RAIN LEADER @ 1%

(TYP. AT EACH DOWNSPOUT)

INSTALL 13.0m 200mm PVC R.L.

INSTALL 4.9m 150mm 6" PVC

N: 1,684,552.2776, E: 1,667,609.7688 CONSTRUCT 150mm CLEANOUT

TOP=410.91

FL=409.84

INSTALL 4.0m 150mm PVC

N: 1,684,565.5518, E: 1,667,637.1908

INSTALL CATCH BASIN

300mm NYLOPLAST DRAIN BASIN

(OR EQUAL) W/ TRAFFIC RATED COVER

TOP=411.25

FL=409.26

INSTALL 9.5m 150mm PVC

FROM SUMP PUMP. REF PLUMBING

PLANS FOR CONTINUATION IN BLDG.

3.00'

NEW RELOCATED 200mm WATERLINE.

SEE SHEET CU221.01.

NEW WATER SERVICE, SEE

SHEET CU201.01. NEW RELOCATED SWS LINE (TYP.).

SEE SHEET CU301.01.

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

NEW PRECAST STEAM PIPE

TRENCH AND CONDENSATE LINE.

SEE MECHANICAL PLANS.

INSTALL TRENCH DRAINS. ACO S100K OR

APPROVED EQUAL. PROVIDE ALL

REQUIRED ADAPTORS AND FITTINGS.

(TYP.) COORDINATE INSTALLATION WITH

SECURITY BOLLARD FOUNDATIONS.

INSTALL 8.5m 200mm PVC R.L. @ 1%

CONNECT 200mm PVC R.L. TO INLET.

FL = 409.63

SEE SHEET CU321.01.

CONNECT 150mm PVC FROM

SUMP PUMP TO INLET.

FL=409.33

SEE SHEET CU321.01.

1.22m 3.35m 3.35m 3.35m 1.22m 3.69m 2.13m

CAUTION!

NEW STEAM TRENCH. ROUTE PVC

PIPES BELOW TRENCH AS NEEDED.

CAUTION!

150mm GAS LINE

N: 1,684,609.1963 E: 1,667,527.3785

INSTALL 150mm CLEANOUT W/

TRAFFIC RATED LID.

FL=410.85

N: 1,684,609.7944 E: 1,667,570.3479

INSTALL CLEANOUT.

FL IN=410.70

FL OUT=409.72

N: 1,684,610.4819 E: 1,667,620.0121 INSTALL 150mm CLEANOUT W/

TRAFFIC RATED LID.

FL=410.85

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

NORTH

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

1320 12

34, 34A

1B

2A

5B

1A

35A

7A

1C

5A

3A

KEYPLAN

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

0 3.05m 6.10m

CU301.01

CIVIL SITE

RAIN LEADER PLAN, PHASE 1

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

1. CONTRACTOR TO INCLUDE ALL PIPE, FITTINGS, LABOR IN BID

PRICE. THE SIZES SHALL BE AS SHOWN ON THE UTILITY PLAN.

2. MINIMUM SLOPE FOR ALL PIPING SHALL BE 1.0%, UNLESS

OTHERWISE NOTED.

3. CLEAN-OUT TOP ELEVATION SHALL MATCH FINAL GRADES.

4. ALL RAIN LEADER PIPING 150mm OR LESS SHALL BE SCH 40 PVC.

ALL RAIN LEADER PIPING 200mm SHALL BE SDR 35 PVC.

RAIN LEADER NOTES:

* PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR

SHALL EXCAVATE THE EXISTING PIPE 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 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

>O E O E

X

X

X X

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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

BM225

1352.57

BM 225

CP606

1346.61

CP MARKER

CP650

1355.63

CP 60D

CP651

1350.48

CP MAG

15" CEDAR15" CEDAR15" CEDAR15" CEDAR

15" CEDAR

INFO

CO

1346.26

CO

CO

1348.10

CORD

MB

1348.77

MB

RD

RD RD

6 STEPS

FUEL LID

LID

LID

DRAIN

4" VENT

VENT PIPE

RDCO

1346.91

CO 7 STEPS

RD

RD

6 STEPS

RD

6 STEPS

44" LID

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 WV (PIV)

1350.18

WV (PIV)

WV (TN=1347.70)

DDM 0

1351.79

DDM 0

LP

1351.68

LP

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

U E

U E

U E

U E U E U E U E

W W

W W

W

W W W

U

E ELR

1350.05

ELR

ELR

1351.42

ELR

ELR

TR

1346.87

TR

ELR

1349.91

ELR

ELR

1350.83

ELR

ELR

1350.53

ELR

TANK NOT FOUND

ELR

1347.17

ELR

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

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

4' STEAM TUNNEL

4' STEAM TUNNEL

VAULT

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

GRAVEL SIDEWALK

GRATE

GRATE

GRATE

WOOD FENCE

WOOD FENCE

U E U E

SSM-28

SSM-25

SDM-16

SDM-5500

SDA-30

SDM-15

SDA-6

SDA-5

SDA-3

SDA-27

30" RCP

" R

C P

" R

C P

24" RCP

6" CIP30" RCP

" R

CP

6" (T

YP

E

U N

KN

O

W N

6" C

IP

6" CIP

6" C

IP

8" VCP

8" C

IPTANK OUTER WALL TANK OUTER WALL

W

GRAVEL

GRAVEL

GRASS

GRASS

GRASS

GRASS

CONCRETE

CONCRETE

CONCRETE

GRAVEL

GRAVEL

GRASS

GRASS

GRASS

GRASS

ASPHALT

CONCRETE

ASPHALT ASPHALT ASPHALT

CONCRETE

HANDRAIL

HANDRAIL

LID

LID

MANHOLE

STEAM LINE

UT

UT

UT

W

6" (RECORD SIZE)

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)

W W W W W W W

U E

U E

U E

U E

U E

U E

U E

4" CIP (RECORD)

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

CP654

1355.63

CP 60D

VAULT ACCESS

LP

1353.25

LP

GP

1353.61

GP

LP

1353.44

LP

NO PARKINGGP

1355.18

GP

E

E

E SPEED LIMIT 15

ELR

1355.69

ELR

ELR

1355.86

ELR

HOSPITAL

GP

1354.23

GP

GP

1354.73

GP

7" ELM

LP

1358.24

LP

EM

1356.92

EM

ELR (TYP. OF 4)

E

X

X X

X X

X

X

X X

X X

X X

XXXX

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

UT

UT

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

DUCT BANKU E

U E

U E U E U E

U E

U E

U E

15.24m M

in. Standoff

DN

W W

W W

W

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

W W

G G

G G G

W

W

W

W W W

W

F F

F

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

EXISTING

WEST TANK

EXISTING

EAST TANK

NEW BUILDING ADDITION

INSTALL 25.6m 100mm PVC

NEW RELOCATED 200mm WATERLINE.

SEE SHEET CU221.01.

NEW WATER SERVICE, SEE

SHEET CU201.01.

NEW RELOCATED SWS LINE (TYP.).

SEE SHEET CU301.01.

NEW 6" FIRE SERVICE LINE,

SEE SHEET CU223.01.

N: 1,684,622.4974 E: 1,667,296.7772

CONNECT TO MANHOLE

SUMP PUMP OUTLET

INSTALL 100mm CLEANOUT

FL=411.46

N: 1,684,623.2286 E: 1,667,380.8296

INSTALL 100mm 45° BEND

WITH CLEANOUT

FL=411.46

REMOVE AND REPLACE PAVEMENT

AS NEEDED FOR PIPE INSTALLATION

NEW PRECAST STEAM TRENCH.

SEE MECHANICAL PLANS.

NEW RAIN LEADER.

SEE SHEET CU301.01.

N: 1,684,663.1452 E: 1,667,420.3198

INSTALL 100mm 45° BEND

WITH CLEANOUT

FL=411.05

N: 1,684,661.7863 E: 1,667,498.2276

INSTALL 2 - 100mm 45° BENDS

WITH CLEANOUT

FL=409.45

N: 1,684,639.2407 E: 1,667,498.5258

INSTALL 2 - 100mm 45° BENDS 1 - 100mm 45° DOUBLE WYE

WITH CLEANOUT

FL=409.30

INSTALL 16.5m 100mm PVC

INSTALL 23.7m 100mm PVC

INSTALL 7.4m 100mm PVC

CONNECT TO MANHOLE

SEE SHEET CU321.01.

FL= 409.23

INSTALL 3.5m 100mm PVC

N: 1,684,583.9748 E: 1,667,497.2202

CONNECT TO MANHOLE

SUMP PUMP OUTLET

INSTALL 100mm CLEANOUT

FL=410.39

N: 1,684,657.4323 E: 1,667,640.2840

CONNECT TO MANHOLE

SUMP PUMP OUTLET

INSTALL 100mm CLEANOUT

FL=409.33

CONNECT TO MANHOLE

SEE SHEET CU321.01.

FL= 409.17

INSTALL 16.6m 100mm PVC

INSTALL 6.0m 100mm PVCCAUTION!

PROP. ELECTRIC

CAUTION!

EX. ELECTRIC

CAUTION!

PROP. WATERLINE

CAUTION!

PROP. ELECTRIC

CAUTION!

PROP. STEAM TUNNEL

CAUTION!

PROP. WATER LINE

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

NO. DESCRIPTION DATE

VA FORM 08-6231

NORTH

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

1320 12

34, 34A

1B

2A

5B

1A

35A

7A

1C

5A

3A

KEYPLAN

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

0 6.10m 12.20m

CU302.01

CIVIL SITE

MANHOLE SUMP PUMP PIPING PLAN, PHASE 1

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

1. CONTRACTOR TO INCLUDE ALL PIPE, FITTINGS, LABOR IN BID

PRICE. THE SIZES SHALL BE AS SHOWN ON THE UTILITY PLAN.

2. MINIMUM SLOPE FOR ALL PIPING SHALL BE 2.0%, UNLESS

OTHERWISE NOTED.

3. CLEAN-OUT TOP ELEVATION SHALL MATCH FINAL GRADES.

SUMP PUMP LINE NOTES:

150mm DIA. PLASTIC

ROOF DRAIN PIPE

150mm 45° PLASTIC BEND

200mm DIA. PLASTIC

STORM DRAIN PIPE

200mm X 150mm 45° PLASTIC WYE

PLAN

VARIES

75mm X 100mm DOWNSPOUT

CAST IRON DOWNSPOUT SHOE WITH CLEANOUT

(NEENAH R-4929-02C OR APPROVED EQUAL)

FINISHED GRADE

BUILDING WALL

FOOTING

0150mm DIA. PLASTIC

ROOF DRAIN PIPE

150mm 45 PLASTIC

BEND

200mm DIA. PLASTIC

STORM DRAIN PIPE

300mm X 150mm 45°

PLASTIC WYE

MANUFACTURER'S STANDARD

TRANSITIONAL COUPLING

100mm DIA. PLASTIC PIPE

100mm X 150mm PLASTIC ENLARGER

2 EACH 150mm 45° PLASTIC ELBOWS

1%

PROFILE

CAST IRON COVER AND

FRAME (NEENAH R-1791-C

OR APPROVED EQUAL

2 EACH 200mm 45°

PLASTIC BENDS

200mm DIA. PLASTIC

PIPE

150mm THICK (MIN.)

CONCRETE BASE

FINISHED GRADE

CLEANOUT

200mm X 150mm 45°

PLASTIC WYE

200mm DIA. PLASTIC

STORM DRAIN PIPE

FL

O

W

FLOW

200mm 45° PLASTIC

BEND

200mm DIA. PLASTIC

STORM DRAIN

PIPE

CLEANOUT

200mm X 150mm 45°

PLASTIC WYE

200mm DIA. PLASTIC

STORM DRAIN

PIPE

150mm DIA. PLASTIC

ROOF DRAIN

PIPE

150mm 45° PLASTIC

BEND

PLAN

PLAN

FL

O

W

FROM

BLDG

SECTION 1

NOTES:

1. STORM DRAIN CLEANOUTS SHALL BE INSTALLED AT THE END OF

STORM DRAIN LINES AND AT EACH 90 DEGREE TURN IN STORM

DRAIN LINES AS INDICATED.

MANUFACTURER'S STANDARD ADAPTOR AS REQUIRED

1 TYPICAL ROOF DRAIN DETAILS

NOT TO SCALE

2 STORM DRAIN CLEANOUT DETAILS

NOT TO SCALE

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

CU501

CIVIL SITE

ROOF DRAIN DETAILS

1 CLASS A

NOT TO SCALE

2 CLASS B

NOT TO SCALE

3 CLASS C

NOT TO SCALE

4 PIPE ZONE BACKFILLING

NOT TO SCALE

5 TRENCH ZONE BACKFILLING

NOT TO SCALE

GRANULAR BEDDING MATERIAL OR SAND-GRAVEL BEDDING

GRANULAR BEDDING MATERIAL SHALL BE AN APPROVED MATERIAL CONSISTING OF

DURABLE CRUSHED ROCK CONFORMING WITH THE REQUIREMENTS OF THE LATEST

REVISION OF ASTM C-33 SIZE NO. 67 (3/4" TO NO. 4); TO BE PLACED IN NOT MORE

THAN 6" LAYERS AND COMPACTED BY SLICING WITH A SHOVEL OR VIBRATING.

SOUNDNESS, ABRASION, AND ABSORPTION LIMITS SHALL BE AS REQUIRED FOR

COARSE AGGREGATES IN 03 30 00 CAST-IN-PLACE CONCRETE IN THE

SPECIFICATIONS.

SAND-GRAVEL BEDDING MATERIAL - SAND-GRAVEL MIX MEETING TYPE UD-1 OF THE

2015 KANSAS STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE

CONSTRUCTION.

COMPACTED EMBEDMENT SHALL BE AN APPROVED SAND MATERIAL FREE FROM

DEBRIS, ORGANIC MATERIAL, AND STONES WITH 100% PASSING THE 3/4" SIEVE TO

BE PLACED IN UNIFORM LAYERS NOT MORE THAN 6" THICK AND COMPACTED TO 95

PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D698. GRANULAR BEDDING

MATERIAL MAY BE SUBSTITUTED FOR ALL OR PART OF COMPACTED EMBEDMENT

MATERIALS.

UNCOMPACTED EARTH BACKFILL

COMPACTED EARTH BACKFILL

Bc = OUTSIDE PIPE DIAMETER

DEPTH OF BEDDING MATERIAL BELOW PIPE

D d (MIN) SOIL d (MIN) ROCK

700mm & SMALLER 100mm 150mm

750mm TO 1500mm 125mm 225mm

1650mm & LARGER 150mm 300mm

Bc + MIN.

1-1/4 Bc

Bc

1/

Bc

0m m

M

IN

1/4 D FOR D < 1.8m 150mm MIN. (TYP.)

#5 BARS (600mm CTRS.)

#5 BARS

Bc + (300mm TO 450mm)

TYPICAL

Bc

50mm CLR. (TYP.)

0m m M

IN

Bc1/

Bc d

0m m M

IN

Bc d

0m m M

IN

Bc d

0m m M

IN

Bc

1/

Bc d

Bc + (450mm)

VA

R

IE

S

0m mBc

Bc1/

Bc m m M

IN

U N

D

ER

B

AR

R

EL

CLASS A, B, OR C

BEDDING

600mm BELOW BOTTOM

OF PAVEMENT

FLOWABLE FILL

MATERIAL

Bc + (300mm TO 450mm)

TR

EN

C H

Z O

N E

0m m T

O m m

Bc

CLASS A, B, OR C

BEDDING

CLASS A, B, OR C

BEDDING

Bc

COMPACTED EMBEDMENT

CONCRETE

Bc = OUTSIDE PIPE DIAMETER

H = BACKFILL FROM TOP OF

PIPE TO EXISTING GROUND

D = INSIDE PIPE DIAMETER

d = DEPTH OF BEDDING

MATERIAL BELOW PIPE

CLASS A "CONCRETE CRADLE" AND/OR CLASS A "CONCRETE ENCASEMENT" IS NOT

REQUIRED UNLESS SPECIFIED ON THE PLANS. HOWEVER, WHERE UNEXPECTED

TRENCH CONDITIONS EXIST OR IMPROPER TRENCHING IS PERFORMED CLASS A

BEDDING MAY BE REQUIRED AS DETERMINED BY THE ENGINEER.

CLASS B BEDDING SHALL BE USED FOR ALL FLEXIBLE PIPE.

A. CLASS B NORMAL BEDDING SHALL BE USED FOR PVC PIPE UNLESS WET

CONDITIONS ARE ENCOUNTERED.

B. CLASS B IMPROVED BEDDING SHALL BE USED FOR OTHER FLEXIBLE PIPE, AND

FOR PVC PIPE IN WET CONDITIONS.

CLASS C BEDDING SHALL BE USED FOR ALL RIGID PIPE.

A. CLASS C ORDINARY BEDDING SHALL BE USED FOR ALL RIGID PIPE UNLESS WET

CONDITIONS ARE ENCOUNTERED.

B. CLASS C IMPROVED BEDDING SHALL BE USED FOR WET CONDITIONS EXISTING IN

THE TRENCH, AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE

OWNER. THE DIMENSIONS SHALL BE EQUAL TO THAT REQUIRED FOR "ROCK"

EXCAVATION (SEE SPECIFICATIONS).

COMPACTED GRANULAR BACKFILL

COMPACTED GRANULAR BACKFILL MATERIAL SHALL BE AN

APPROVED SAND MATERIAL FREE FROM DEBRIS, ORGANIC

MATERIAL AND STONES WITH 100% PASSING THE 20mm SIEVE

AND NOT MORE THAN 15% PASSING A NO. 200 SIEVE; TO BE

JETTED AND MECHANICALLY VIBRATED INTO PLACE AND

COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D698.

UNCOMPACTED EARTH BACKFILL MATERIAL MAY BE NATURAL

SOIL FREE FROM LARGE CLODS OR STONES, BRUSH, ROOTS

MORE THAN 2 INCHES IN DIAMETER, DEBRIS, AND JUNK.

FLOODING WITH WATER SHALL BE PROVIDED AS DIRECTED BY

THE ENGINEER.

COMPACTED EARTH BACKFILL SHALL CONSIST OF MATERIAL

EXISTING PRIOR TO TRENCHING OR SELECTED MATERIAL AS

DIRECTED BY THE ENGINEER, AND SHALL BE COMPACTED TO

90% DENSITY AS DETERMINED BY ASTM D698.

BACKFILL: BACKFILL MATERIAL AND COMPACTION

REQUIREMENTS SHALL CONFORM TO EITHER TYPE I, TYPE II OR

TYPE III AS SPECIFIED IN THE PLANS. ONE YEARS

MAINTENANCE WILL BE REQUIRED ON ALL BACKFILL.

BACKFILLING THROUGH ROCK: BACKFILLING THROUGH ROCK

SHALL BE PERFORMED AS SPECIFIED IN THE PARAGRAPH

BACKFILL ABOVE, EXCEPT THAT THE PIPE ZONE IS INCREASED

TO PROVIDE EIGHTEEN (18) INCHES OF COVER OVER THE PIPE.

WHEN APPROVED BY THE ENGINEER THE REMAINDER OF THE

BACKFILL MAY BE EXCAVATED ROCK PROVIDED THE

EXCAVATED ROCK HAS BEEN BROKEN UP SO THAT EARTH AND

ROCK WILL THOROUGHLY MIX AND NOT RESULT IN VOIDS

AROUND THE LARGER PIECES OF ROCK. ANY EXCESS ROCK

REMAINING AFTER THE TRENCH HAS BEEN BACKFILLED SHALL

BE REMOVED OR WASTED AS DIRECTED BY THE ENGINEER.

BACKFILLING UNDER PAVEMENT: BACKFILLING UNDER

EXISTING OR PROPOSED PAVEMENT SHALL BE PERFORMED AS

BACKFILL TYPE I OR BACKFILL - FLOWABLE FILL TO A LEVEL OF

TWO (2) FEET FROM THE BOTTOM OF THE PAVEMENT. THE

REMAINDER OF THE TRENCH SHALL BE BACKFILLED WITH

SELECTED MATERIAL, SUFFICIENTLY DAMP TO BE PROPERLY

COMPACTED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN

DEPTH, COMPACTION SHALL BE PERFORMED WITH

MECHANICAL TAMPERS AND CONTINUED UNTIL A RELATIVE

DENSITY OF 100 PERCENT OF STANDARD DENSITY, IN

CONFORMANCE WITH ASTM D698 IS ATTAINED.

BACKFILLING UNDER GRAVEL STREETS: WHERE THE TRENCH

CROSSES OR IS IN EXISTING GRAVEL SURFACED STREETS, THE

BACKFILL SHALL BE COMPACTED AS PROVIDED IN THE

PARAGRAPH "BACKFILLING UNDER PAVEMENT".

CONCRETE CRADLE CONCRETE ENCASEMENT

NORMAL BEDDING IMPROVED BEDDING

ORDINARY BEDDING IMPROVED BEDDING

BACKFILL - FLOWABLE FILL BACKFILL TYPE I

BACKFILL TYPE III

1/4 D OR

150mm MIN.

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

CU502

CIVIL SITE

PIPE INSTALLATION DETAILS