36C25625R0108 Combined Drawings.pdf

PROJECT SITE MAP PROJECT LOCATION MAP

SHEET INDEX

FISHER HOUSE SITE PREP

OVERTON BROOKS VA MEDICAL CENTER

510 E. STONER AVE.

SHREVEPORT LA. 71101

VA PROJECT #: 667-23-113

G-001

COVER SHEET

OVERTON BROOKS VA MEDICAL CENTER

510 E. STONER AVE.

SHREVEPORT LA. 71101

PROJECT LOCATION

COVER SHEET

DEMOLITION & EROSION CONTROL PLAN

CONSTRUCTION TRAFFIC CONTROL PLAN

SITE GRADING PLAN

STORM DRAIN PROFILE

SITE UTILITY PLAN

SEWER LINE PROFILE

SITE UTILITY PLAN

CATCH BASINS & DRAINAGE DETAILS

HEADWALL SECTIONS AND DETAILS

TELECOMMUNICATION MANHOLE, DUCT BANK, AND DETAILS

WATER UTILITY DETAILS

THRUST BLOCKING DETAILS

SEWER AND GAS UTILITY DETAILS

WOOD FENCE DETAILS

EROSION CONTROL DETAILS

ELECTRICAL GENERAL NOTES,

SYMBOL LEGEND AND ABBREVIATIONS

ELECTRICAL SUB BASEMENT FLOOR PLAN

ELECTRICAL BASEMENT FLOOR PLAN

ELECTRICAL FIRST FLOOR PLAN

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

ELECTRICAL DETAILS

ELECTRICAL AND TELECOMMUNICATIONS RISERS

G-001

C-100

C-101

C-200

C-201

C-300

C-301

C-302

C-400

C-401

C-402

C-403

C-404

C-405

C-406

C-407

E-001

E-101

E-102

E-103

ES101

ES102

E-501

E-601

100% CONSTRUCTION DOCUMENTS

MAY 8, 2025

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

N/A

U.S. Department of Veterans Affairs

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

100% CONSTRUCTION DOCUMENTS

May 8, 2025

S

TA

TE

OF LOUISIANA

PROFESSIONAL ENGINEER

IN

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

05-08-2025

N O

R T

H

40FT 10 00

C-100

SCALE: 1" = 20’

E. STONER AVE.

V E

T E

R A

N S

W

A Y

THE LOCATION OF EXISTING UNDERGROUND

REMOVE EXISTING

TREES & STUMP

REMOVE EXISTING

TREES & STUMP

REMOVE STONE

WALKING PATH

LIMITS OF SITE

PREP FOR GRADING

AND FILL MATERIAL

REMOVE CONC.

WALKING PATH

SILT FENCING

SILT FENCING

DEMOLITION &

EROSION CONTROL PLAN

BLDG. 57

DEMOLITION &

EROSION CONTROL PLAN

CONTRACTOR

LAYDOWN

AREA

REMOVE 80’ OF 12"

STORM DRAIN PIPE

EXISTING FENCE

TO REMAIN

REMOVE EXISTING

TREES & STUMP

SAWCUT, REMOVE &

REPLACE PAVEMENT

FOR EHRM LINE

INSTALLATION

EXISTING PAVED DITCH

TO BE REMOVE

SILT FENCING

BALED HAY (TYP.)

PAVEMENT REMOVAL

ITEMS TO BE DEMOLISHED

OR REMOVED

TREES AND STUMPS

TO BE REMOVED

WORK ZONE

ENTRANCE

LIMITS OF SITE

CONSTRUCTION

CUT & FILL LIMITS

CONSTRUCTION

ENTRANCE

CAUTION:

ALL CONSTRUCTION TRUCK TRAFFIC SHALL BE BETWEEN

PRESENT DURING OPERATIONS.

9 AM AND 4 PM, OR ON WEEKENDS WITH TWO FLAGMEN

ROCK FILTER DAM

UTILITY STATEMENT:

GROUND UTILITIES.

THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-

GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-

IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-

FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED

AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED

PROTECT ANY AND ALL UNDERGROUND UTILITIES.

UTILITIES ARE SHOWN AS APPROXIMATE ONLY.

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. THE CONTRACTOR AGREES

TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MAY OCCUR DUE TO THE

CONTRACTOR’S FAILURE TO EXACTLY LOCATE AND

DEMOLTION NOTES:

CONTRACTOR SHALL VERIFY THAT ALL SERVICE CONNECTIONS HAVE

BEEN DISCONNECT FROM MAINS PRIOR TO STARTING DEMOLITION.

(GAS, WATER, SEWER, POWER, TELEPHONE AND ANY MISC. SERVICES).

ONCE THE DEMOLITION OF THE SITE IS COMPLETE, THE CONTRACTOR

SHALL GRADE THE SITE TO CREATE POSITIVE DRAINAGE ACROSS

THE PROPERTY, NO PONDING OR HOLDING OF WATER.

THERE WILL BE NO BURNING ALLOWED ON SITE, ALL DEMOLITION ITEMS

SHALL BE DISPOSED OF IN A LEGAL MANNER.

ANY AND ALL CONSTRUCTION SIGNAGE SHALL REMAIN IN PLACE AND SIGNAGE

CONFLICTING WITH NEW CONSTRUCTION SHALL BE RELOCATED AS NEEDED.

ANY SIGN DAMANGED DURING CONSTRUCTION SHALL BE REPLACED WITH

NEW SIGNS AND MUST MEET THE VA SPECIFICATIONS AT NO COST TO THE OWNER.

ALL DEMOLITION WORK SHALL BE COORDINATED BY THE GENERAL

CONTRACTOR.

ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH V.A.

STANDARD PRACTICE AND SPECIFICATIONS.

THE CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH OTHER WORK

BEING PERFORMED ON SITE.

1.

2.

3.

4.

5.

6.

7.

REMOVE CONC.

WING WALLS

BACK HEADWALL

(TO REMAIN)

REMOVE CONC.

SIDEWALK FOR

GAS LINE

INSTALLATION

SILT FENCING

REMOVE EXIST.

S.S. M.H. & PLUG

ALL PIPES

FUTURE VIKING

DRIVE ENTRANCE

REMOVE EXISTING

OVERHEAD ELEC.

SERVICE LINE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

BCLC BCLC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

N/A

LEGEND:

U.S. Department of Veterans Affairs05-08-2025

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.

UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY

Know what’s before you dig below Call

CALL LOUISIANA ONE CALL - JUST DIAL 811

LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS

AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL

NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN

ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/

OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA

OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR

DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT UNLESS OTHERWISE

NOTED. COORDINATE WITH THE VA

ENGINEERING OFFICE.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN CUT

SHALL BE RESTORED TO ORIGINAL CONDITIONS.

100% CONSTRUCTION DOCUMENTS

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT "OCCUR" DUE TO HIS

May 8, 2025

B O

C

.5

B O

C

.2

B O

C

.2

COCO

S

S

S

S

S

S

S S S

S

SS

S

UGFO

UGFO UGFO UGFO

UGFO UGFO UGFO

XXX X

XX X

X X X

XX X X X

X

X

X

X

X

X

X

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

O H

E

O H

E

OHE OHE

OHEOHE OHE UGFO

UGFO

UGFO

S

S

S

OHE

OHE

OHE

O H

E

O H

E

OHE OHE OHE OHE OHE OHE

S

S

S

S

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

U G

FO

U G

FO

U G

FO

S

SS

S S S

S S S

S S

FW

FW

FW

FW FW

FW

FW

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

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

S

S

S

S

S

S

S

S

S

S

U G

E

U G

E

U G

E

U G

E

U G

E

CO

FW

FW

FW

FW

FW

FW

G

G

G

G

G

G

G

G

OHE

OHE

OHE

R T

H

60FT 00

C-101

SCALE: 1" = 30’

E. STONER AVE.

V E

T E

R A

N S

W

5:

1 3:

3:1

:1

BLDG. 57

NEW MINOR CONTOUR LINE

NEW MAJOR CONTOUR LINE

NEW CATCH BASIN

NEW STORM DRAIN PIPE

NEW STONE RIPRAP

DIRECTION OF SLOPE

LINE

EXIST. MINOR CONTOUR

LINE

EXIST. MAJOR CONTOUR

LIMITS OF CONSTRUCTION

CONSTRUCTION

ENTRANCE

WORK ZONE

ENTRANCE

T O

S T

O P

BE

PR

EPA

R

ED

TR

U

C K

S E N

TER

IN

G

A N

D E

X

IT

IN

G

TH

E R

O A

D

TO STOP

BE

PREPARED

TRUCKS ENTERING

AND EXITING

THE ROAD

T O

S T

O P

BE

PR

EPA

R

ED

TR

U

C K

S E N

TER

IN

G

A N

D E

X

IT

IN

G

TH

E R

O A

D

CONSTRUCTION TRAFFIC

CONTROL PLAN

T O

S T

O P

B E

P R

E P

A R

E D

T R

U C

K S

E N

T E

R

IN

G

A N

D E

X

IT

IN

G

T H

E R

O A

D

300’ 300’

E A

S

T R

E E

T

V

IK

G

D

R

IV

E

T O

S T

O P

B E

P R

E P

A R

E D

T R

U C

K S

E N

T E

R

IN

G

A N

D E

X

IT

IN

G

T H

E R

O A

D

CONSTRUCTION TRAFFIC

CONTROL PLAN

NOTES:

ALL TRUCKS (OTHER THAN POVS) ENTERING AND EXITING PROJECT

SITE MUST DO SO BETWEEN 9 AM AND 4 PM.

FLAGMEN MUST BE PRESENT TO CONTROL TRAFFIC WHEN TRUCKS ARE

ENTERING AND EXITING PROJECT SITE.

ALL SIGNS SHALL BE BAGGED OR SIGNS REMOVED AFTER HOURS AND DURING

PERIODS OF NO WORK.

FUTURE VIKING

DRIVE ENTRANCE

X X

X

X X

X X

X

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

BCLC BCLC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

N/A

LEGEND:

of Veterans Affairs05-08-2025

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.

UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY

Know what’s before you dig below Call

CALL LOUISIANA ONE CALL - JUST DIAL 811

LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS

AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL

NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN

ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/

OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA

OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR

DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.

CONTRACTOR SHALL COORDINATE ALL

SHALL BE RESTORED TO ORIGINAL CONDITIONS.

100% CONSTRUCTION DOCUMENTS

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT "OCCUR" DUE TO HIS

May 8, 2025

BOC

2.

BOC

3.

BOC

4.

CO

S

S

S

S

S

S

S S S

S

SS

S

UGFO

UGFO UGFO UGFO

UGFO UGFO UGFO

XXX X

XX X

X X X

XX X X X

X

X

X

X

X

X

X

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

O H

E

O H

E

OHE OHE

OHEOHE OHE UGFO

UGFO

UGFO

S

S

S

X

XX XX

XXX X X X X X X

OHE

OHE

OHE

O H

E

O H

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE

OHE

OHE

OHE OHE OHE OHE OHE OHE

S

S

S

S

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

U G

FO

U G

FO

U G

FO

S

SS

S S S

S S S

S S

S

FW

FW

FW

FW FW

FW

FW

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

UGFO UGFO

UGFO

UGFO UGFO UGFO UGFO

UGFO

UGFO

UGFO

UGFO UGFO

UGFO

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

S

S

S

S

S

S

S

S

S

S

U G

E

U G

E

U G

E

U G

E

U G

E

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

U G

E

CO

W

U G

E

CO

FW

FW

FW

FW

FW

FW

G

G

G

G

G

G

G

G

G

G

W

R T

H

40FT 10 00

C-200

SCALE: 1" = 20’

E. STONER AVE.

V E

T E

R A

N S

W

A Y

SITE GRADING PLAN

NEW STONE

RIPRAP

24’ STORM DRAIN PIPE

F.L. =174.50

HIGH POINT

ELEV. = 193.00

NEW HEADWALL 5:

1 3:

3:1

:1

BLDG. 57

SITE GRADING PLAN

NEW C.B.

TOP= 191.75

F.L.= 186.75

12" 12"

O

F

S .D

P

IP

E

12" S.D. PIPE

F.L. =182.00

EXIST. C.B.

TOP= 194.78

F.L.= 189.52

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING

UTILITIES PRIOR TO PLACEMENT OF ANY UTILITIES OR DRAIN PIPE, TAKE CARE

TO PROTECT UTILITIES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR DAMAGE

ACCORDING TO CURRENT LOCAL STANDARDS AND AT THE CONTRACTOR’S EXPENSE.

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL

PERMITS, AND PAY ALL FEES PRIOR TO BEGINNING WORK.

PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.

INSTALL ALL UTILITIES PRIOR TO INSTALLATION OF PAVEMENT.

FACE OF BUILDING, UNLESS OTHERWISE NOTED.

NOTED TO REMAIN, SHALL BE REPLACED WITH LIKE MATERIALS

THE EXPOSED SUBGRADE SHALL BE PROOFROLLED BY THE CONTRACTOR TO

LOCATE AREAS OF SOFT OR WEAK SOILS AND IDENTIFY UNSATISFACTORY

SOIL AT THE SUBGRADE. SUBSTITUTE METHODS FOR DETERMINING SOFT

OR WEAK SOILS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL BY

ENGINEER.

AT CONTRACTOR’S EXPENSE AND TO THE SATISFACTION OF THE OWNER

OF THE ROADWAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY

AND ACCEPTABILITY OF THE SUBGRADE AND EMBANKMENTS EVEN AFTER

CONDITIONAL ACCEPTANCE BY THE ENGINEER. CONSTRUCTION ACTIVITIES

WHICH MAY CAUSE SUBSEQUENT SUBGRADE OR EMBANKMENT DAMAGE OR

DEGRADATION SHALL BE AVOIDED. CONTRACTOR SHALL CORRECT DEGRADED

AREAS TO THE ORIGINAL COMPACTION REQUIREMENTS AT NO ADDITIONAL COST

TO THE OWNER. PRIOR TO INSTALLING THE SUBSEQUENT EMBANKMENT LIFTS

OR PAVEMENT WORK. OWNER RESERVES THE RIGHT TO PERFORM ADDITIONAL

TESTING OF IN-PLACE WORK TO ENSURE COMPLIANCE WITH THE SPECIFICATION.

MAINTENANCE: THE CONTRACTOR SHALL PROTECT THE COMPLETED SUBBASE

COURSE FROM DAMAGE FROM THE CONTRACTOR’S OPERATIONS TO PREVENT

CONTAMINATION, SEGREGATION, SOFT SPOTS, WET SPOTS, LAMINATIONS AND

OTHER DEFICIENCIES, AND SHALL SATISFACTORILY MAINTAIN THE COMPLETED

COURSE TO THE LINES AND GRADES SHOWN ON THE PLANS. ANY DAMAGED

COURSE SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO

OWNER. IF PATCHING OF THE COURSE IS REQUIRED, IN ADDITION TO REMOVING

DAMAGED OR UNSOUND COURSE, THE CONTRACTOR SHALL REMOVE A SUFFICIENT

WIDTH AND DEPTH OF COURSE TO ENSURE SATISFACTORY PLACEMENT OF

PATCHING MATERIAL.

EXISTING DATA SHOWN IS FROM "RECORD DRAWINGS" OR FIELD SURVEYS.

CONTRACTOR SHALL LOCATE AND VERIFY LOCATION & DEPTH ALL OF BURIED

UTILITIES PRIOR TO EXCAVATION.

ANY SITE WORK PERFORMED PRIOR TO BEGINNING CONSTRUCTION SHALL BE

PROOF ROLLED AND CHECKED FOR PROPER COMPACTION AND SITE PREPARATION

TO MEET THE GEOTECH REPORT.

COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY

CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT BASED ON

CONTROL SHOWN ON THE DRAWING. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING EXISTING & ESTABLISHING ADDITIONAL CONTROL AS REQUIRED

AS CONSTRUCTION PROGRESSES.

CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES FOR THE

DURATION OF THE PROJECT. AFTER EACH 0.5" RAINFALL EVENT, THE

CONTRACTOR SHALL INSPECT EXISTING EROSION CONTROL DEVICES FOR

EFFECTIVENESS AND REPLACE AS NECESSARY IMMEDIATELY. THE

CONTRACTOR’S REPORT SHALL BE SUBMITTED TO THE ENGINEER WITHIN

2 DAYS OF EACH RAINFALL EVENT.

THE CONTRACTOR SHALL CLEAR & GRUB ALL AREAS WITHIN THE LIMITS OF

CONSTRUCTION AND WITHIN PROPERTY LIMITS. THE CONTRACTOR

SHALL STRIP, LOAD, REMOVE, HAUL, AND STOCKPILE EXISTING TOPSOIL MATERIAL

FROM THE CLEARED AREAS AT LOCATIONS SHOWN OR AS DIRECTED, ON-SITE.

PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW

DIMENSIONS ARE TO THE BACK OF CURB, EDGE OF CONCRETE, OR TO THE

EXCESS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

ALL CONSTRUCTION DAMAGE TO EXISTING PAVEMENT OR OTHER FACILITY

GENERAL NOTES:

VA OR MUNICIPALITY.

ADDITIONAL COST IN A LEGAL MANNER.

SHALL BE DISPOSED OF AWAY FROM THE OWNER’S PROPERTY AT NO

JOB SITE FOR DISTRIBUTION TO THE ARCHITECT UPON COMPLETION.

CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT DRAWINGS ON THE

NEW MINOR CONTOUR LINE

NEW MAJOR CONTOUR LINE

NEW CATCH BASIN

NEW STORM DRAIN PIPE

NEW STONE RIPRAP

DIRECTION OF SLOPE

LINE

EXIST. MINOR CONTOUR

LINE

EXIST. MAJOR CONTOUR

CAUTION:

ALL CONSTRUCTION TRUCK TRAFFIC SHALL BE BETWEEN

PRESENT DURING OPERATIONS.

9 AM AND 4 PM, OR ON WEEKENDS WITH TWO FLAGMEN

C-400

C-400

C-400

C-401

TRANSFORMER

PAD

C-402

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

C-400

NEW C.B.

TOP= 181.30|

F.L.= 173.50|

UTILITY STATEMENT:

GROUND UTILITIES.

THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-

GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-

IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-

FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED

AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED

THE LOCATION OF EXISTING UNDERGROUND

PROTECT ANY AND ALL UNDERGROUND UTILITIES.

UTILITIES ARE SHOWN AS APPROXIMATE ONLY.

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. THE CONTRACTOR AGREES

TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MAY OCCUR DUE TO THE

CONTRACTOR’S FAILURE TO EXACTLY LOCATE AND

8.

9.

10.

11.

12.

13.

14.

15.

16. PRIOR TO AND AT THE END OF CONSTRUCTION THE CONTRACTOR SHALL

HYDRO SEED ALL THE AREA DISTURBED BY AND WITHIN THE LIMITS OF

THE PROJECT, INCLUDING THE CONTRACTOR LAYDOWN YARD.

24’ STORM DRAIN PIPE

F.L. =178.60|

(FIELD VERIFY)

NEW C.B.

TOP= 191.00

F.L.= 178.47

C-400

NEW C.B.

TOP= 191.00

F.L.= 175.61

193.0

193.0

193.5

193.0

193.0

193.0

191.0

191.0

191.0

’ O

F

S

.D . P

IP

E

.7

’ O

F

" S

.D . P

IP

E

1.7%

C-406

16’ OF 24" S.D. PIPE

@ 0.8%

20.0’

.0

7’ HIGH WOOD

PRIVACY FENCE

W/ GATE

BLOCK RETAINING

WALLC-406

NEW ELECTRIC

MANHOLE

X X

X

X X

X X

X

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

BCLC BCLC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

N/A

LEGEND:

of Veterans Affairs05-08-2025

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.

UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY

Know what’s before you dig below Call

CALL LOUISIANA ONE CALL - JUST DIAL 811

LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS

AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL

NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN

ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/

OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA

OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR

DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.

CONTRACTOR SHALL COORDINATE ALL

SHALL BE RESTORED TO ORIGINAL CONDITIONS.

100% CONSTRUCTION DOCUMENTS

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT "OCCUR" DUE TO HIS

May 8, 2025

B O

C

.5

B O

C

.2

B O

C

.2

CO

S

S

S

S

S

S

S S S

S

SS

S

UGFO

UGFO UGFO UGFO

UGFO UGFO UGFO

XXX X

XX X

X X X

XX X X X

X

X

X

X

X

X

X

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

O H

E

O H

E

OHE OHE

OHEOHE OHE UGFO

UGFO

UGFO

X

XX XX

XXX X X X X X X

OHE

OHE

OHE

O H

E

O H

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE

OHE

OHE

OHE OHE OHE OHE OHE OHE

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

U G

FO

U G

FO

U G

FO

S

SS

S S S

S

FW

FW

FW

FW FW

FW

FW

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

UGFO UGFO

UGFO

UGFO UGFO UGFO UGFO

UGFO

UGFO

UGFO

UGFO UGFO

UGFO

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

S

S

S

S

S

U G

E

U G

E

U G

E

U G

E

U G

E

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

U G

E

CO

U G

E

CO

FW

FW

FW

FW

FW

FW

G

G

G

C-201

6005004003001000

EXISTING CONC.

ARCH PIPE W/

PAVED CHANNEL

‘ EXISTING DITCH

EXISTING CONC.

HEADWALL W/

WINGWALLS

NEW MINOR CONTOUR LINE

NEW MAJOR CONTOUR LINE

NEW CATCH BASIN

NEW STORM DRAIN PIPE

NEW STONE RIPRAP

DIRECTION OF SLOPE

N E

W C

.B

T O

P

.0

F .L

.6

HIGH POINT

ELEV. = 193.00

EXISTING 24" RCP

F.L. IN = 174.03

NEW STONE

RIPRAP

V E

T E

R A

N S

W A

Y

NEW C.B.

TOP= 191.00

F.L.= 175.61

STORM DRAIN PROFILE

168168

NEW 24" RCP

F.L. IN = 174.50

EXISTING 24" RCP

24’ STORM DRAIN PIPE

F.L. =178.50

3:1

LINE

EXIST. MINOR CONTOUR

LINE

EXIST. MAJOR CONTOUR

NEW HEADWALL

37’ OF 12"

S.D. PIPE

NEW C.B.

TOP= 191.75

F.L.= 186.75

37’ OF 12"

S.D. PIPE

12" S.D. PIPE

F.L. =182.00|

C-400

C-400

NEW STONE

RIPRAP

C-400

24’ STORM DRAIN PIPE

F.L. =174.50

C-401

C-400

C-400

EXISTING CONC.

ARCH PIPE W/

PAVED CHANNEL

EXISTING CONC.

HEADWALL W/

WINGWALLS

N E

W C

.B

T O

P

.7

F

.L

.7

37’ OF 12"

S.D. PIPE

C-400

NEW HEADWALL

3:1 3:1

NEW C.B.

TOP= 181.30|

F.L.= 173.50|

C-400

NEW C.B.

TOP= 181.30|

F.L.= 173.50|

C-400

40FT 10 00 2020

2 00 44

VERT. SCALE: 1" = 4’

8FT

HORIZ. SCALE: 1" = 20’

STORM DRAIN PROFILE

THE LOCATION OF EXISTING UNDERGROUND

PROTECT ANY AND ALL UNDERGROUND UTILITIES.

UTILITIES ARE SHOWN AS APPROXIMATE ONLY.

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. THE CONTRACTOR AGREES

TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MAY OCCUR DUE TO THE

THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-

GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-

IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-

FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED

AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED

C-401

24’ STORM DRAIN PIPE

F.L. =178.60|

(FIELD VERIFY)

NEW C.B.

TOP= 191.00

F.L.= 178.47

N E

W C

.B

T O

P

.0

F

.L

.4

C-400

5:1

N E

W C

.B

T O

P

.5

F

.L

.4

5:1

C-400

C-401

NEW HEADWALL

168’ OF 24" S.D. PIPE

@ 1.7%

65’ OF 24" S.D. PIPE

@ 1.7%

16’ OF 24" S.D. PIPE

@ 0.8%

168’ OF 24" S.D. PIPE @1.7%

65’ OF 24" S.D. PIPE@ 1.7%

16’ OF 24" S.D. PIPE

@ 0.8%

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

BCLC BCLC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

N/A

LEGEND:

of Veterans Affairs

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

CONTRACTOR SHALL COORDINATE ALL

SHALL BE RESTORED TO ORIGINAL CONDITIONS.

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.

UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY

Know what’s before you dig below Call

CALL LOUISIANA ONE CALL - JUST DIAL 811

LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS

AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL

NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN

ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/

OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA

OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR

DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.

100% CONSTRUCTION DOCUMENTS

May 8, 2025

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT "OCCUR" DUE TO HIS

05-08-2025

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

B O

C

.2

B O

C

.2

S

S

S

S

S

S

S

S

S

U G

FO

U G

FO

U G

FO

U G

FO

U G

FO

U G

FO

U G

FO

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

U G

FO

U G

FO

U G

FO

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

O H

E

UGFO

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

S

S

S

FW

FW

W

W

W

W

W

W

W

W

W

W

W

W

U G

F O

U G

F O

U G

F O

UGE

FW

R T

H

40FT 10 00

C-300

SCALE: 1" = 20’

E. STONER AVE.

V E

T E

R A

N S

W

NEW TRANSFORMER

NEW UNDERGROUND

ELECTRIC SERVICE

LINE

SITE UTILITY PLAN

BLDG. 57

SITE UTILITY PLAN

TIE INTO

EXISTING EHRM

MANHOLE

(3) 4" CONDUITS

IN A CONC. DUCT BANK

6" TAPPING SLEEVE,

VALVE & BOX

NEW 6" CLEANOUT

W/ TEMPORARY CAPS

DEPTHS OF EXISTING GAS & WATER LINES ARE UNKNOWN. CONTRACTOR SHALL

UNCOVER AND VERIFY DEPTH OF ALL EXISTING UTILITIES AND OTHER POTENTIAL

UNDERGROUND CONFLICTS PRIOR TO PLACING ANY UTILITIES. IF A CONFLICT

EXIST, THE ENGINEER SHALL BE NOTIFIED TO DETERMINE AN ALTERNATIVE SOLUTION

PRIOR TO ANY WORK BEING DONE.

CONTRACTOR SHALL FIELD ADJUST ANY NEW UTILITY LINE WORK AS REQ’D. IN

THE FIELD WITH APPROVALS BY ENGINEER.

INSTALLING SERVICE LINES AND METER SETUPS PRIOR TO CONSTRUCTION.

UTILITY NOTES:

TOPS OF ALL UTILITY BOXES SHALL ADJUST AS REQ’D. AND BE FINISHED FLUSH

WITH FINAL GRADES OR CONCRETE SURFACE ELEVATIONS.

WATER METER ASSEMBLIES - CONTRACTOR SHALL CONTACT THE VA

OR LOCAL UTILITY COMPANY PRIOR TO CONSTRUCTION FOR PROCEDURES OF

CO

W

G

TDB

NEW 8" SEWER SERV.

TIE INTO EXIST.

SEWER MANHOLE

INV.=180.94

EXIST. S.S. M.H.

TOP =192.46

INV.=180.94

BOTTOM OF

DUCT BANK

ELEV.=192.5

BOTTOM OF

DUCT BANK

ELEV.=210.00 (MIN.)

100’ OF 6" SEWER

SERVICE LINE @

1.0 % MIN.

NEW S.S. M.H.

TOP =188.25|

INV.=182.50

400’ OF 8" SEWER LINE @ 0.4%

CONCRETE ENCASE

400 L.F. OF 8" PVC

SEWER LINE

CONNECT TO EXIST.

GAS LINE (HOT TAP)

CONNECT TO EXIST.

WATER LINE W/

2" SERVICE SADDLE

& 2" CORP STOP

(HOT TAP)

CAUTION:

ALL CONSTRUCTION TRUCK TRAFFIC SHALL BE BETWEEN

PRESENT DURING OPERATIONS.

9 AM AND 4 PM, OR ON WEEKENDS WITH TWO FLAGMEN

FUTURE VIKING

DRIVE ENTRANCE

C-402

C-405

C-405

NEW 6" CLEANOUT

W/ TEMPORARY CAPSC-405

C-405

C-405

C-403

C-403

C-402

C-402

FUTURE RETAINING WALLS

VIKING ROAD PROJECT

FUTURE CENTERLINE

VIKING ROAD PROJECT

C-405

C-405

C-405

C-405

C-403

C-403

62" VALVE, BOX

& PAD (WATER)

6" VALVE, BOX

& PAD (FIRE

WATER)

2" VALVE, BOX

& PAD (GAS)

THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-

GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-

IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-

FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED

AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED

THE LOCATION OF EXISTING UNDERGROUND

PROTECT ANY AND ALL UNDERGROUND UTILITIES.

UTILITIES ARE SHOWN AS APPROXIMATE ONLY.

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. THE CONTRACTOR AGREES

TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MAY OCCUR DUE TO THE

SEWER LINE INSTALLATION NOTES:

THE CONTRACTOR SHALL COORDINATE THE TIE-IN TO THE EXISTING SYSTEM

WITH THE VA.

THE CONTRACTOR SHALL MAKE THE TIE-IN TO THE EXISTING SEWER

MANHOLE AT THE TIME OF LOW FLOW, WHICH IS USUALLY AT NIGHT

PRIOR TO NORMAL OPERATIONS RESUMING AT 7 AM.

CONTRACTOR SHALL BRAKE INTO THE EXISTING MANHOLE INSERT A JOINT

OF NEW SEWER PIPE, GROUT, AND PLUG THE NEW LINE. THE PLUG WILL

REMIAN IN PLACE AND WILL BE REMOVED FOLLOWING THE TESTING AND

ACCEPTANCE OF THE NEW SEWER LINE.

IN THE EVENT THAT THE EXISTING SEWER FLOW IS GREATER THAN CAN

EXPECTED. THE CONTRACTOR PLUG THE UPSTREAM MANHOLE AND

BYPASS PUMP SEWER TO EXISTING SEWER MANHOLE JUST SOUTH OF

MANHOLE THAT THE TIE-IN IS MADE TO. IF THIS IS REQ’D THEN COORDINATE

WITH THE CITY OF SHREVEPORT.

NEW C.B.

TOP= 181.30|

F.L.= 173.50|

C-400

C-403

C-403

C-405

FIRE HYDRANT

ASSEMBLYC-403

UGFO

FIRE WATER LINE

DOMESTIC WATER LINE

SEWER SERVICE LINE

SEWER CLEANOUT

SEWER MANHOLE

GAS LINE

TELECOM. DUCT BANK

UNDERGROUND FIBER

OPTIC LINE

LP

LP

CONTRACTOR SHALL LOCATE AND AVOID

UNDERGROUND ELECTRIC LINES TO LIGHT

POLES, AS WELL AS WATER, & GAS LINES

C-406

NEW COMM.

MANHOLE

TEMPORARY CAP

NEW UTILITY LINES

(TYP.)

NEW 6" C900 FIRE

WATER LINE

NEW 2" PE GAS

SERVICE LINE

NEW 2" PE WATER

SERVICE LINE

NOTE:

CONTRACTOR MAY USE FUSIBLE

C905 PIPE IN LIEU OF STANDARD

C900 AND FITTINGS

6" M.J. 45^ FITTINGS

W/ R.J. ADAPTERS

& THRUST BLOCKING

C-403

20.0’

.0

’ 7’ HIGH WOOD

PRIVACY FENCE

W/ GATE

BLOCK RETAINING

WALL

C-406

NEW ELEC.

SERVICE POLE

CONNECT TO

EXISTING UG ELEC.

SERVICE LINE

NEW ELECTRIC

MANHOLE

NEW UNDERGROUND

ELECTRIC SERVICE

LINE

NEW UNDERGROUND

ELECTRIC SERVICE

LINE

FW

FW

W

W

G

G

T D

B

T D

B

T D

B

T D

B

TDB

G

G

G

CO

S

S S S S S S S S S S S S S S S S S S

T D

B

CO

TDB

F W

FW

FW

FW

FW

W

W

W

W

W

G

G

G

G

G

X X

X

X X

X X

X

U G

E

U G

E

U G

E

U G

E

UGE

UGE

UGE

UGE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

BCLC BCLC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

N/A

LEGEND:

of Veterans Affairs05-08-2025

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.

UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY

Know what’s before you dig below Call

CALL LOUISIANA ONE CALL - JUST DIAL 811

LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS

AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL

NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN

ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/

OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA

OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR

DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.

CONTRACTOR SHALL COORDINATE ALL

SHALL BE RESTORED TO ORIGINAL CONDITIONS.

100% CONSTRUCTION DOCUMENTS

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT "OCCUR" DUE TO HIS

May 8, 2025

B O

C

.5

B O

C

.2

B O

C

.2

CO

S

S

S

S

S

S

S S S

S

SS

S

UGFO

UGFO UGFO UGFO

UGFO UGFO UGFO

XXX X

XX X

X X X

XX X X X

X

X

X

X

X

X

X

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

O H

E

O H

E

OHE OHE

OHEOHE OHE UGFO

UGFO

UGFO

S

S

S

OHE

OHE

O H

E

O H

E

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE OHE OHE OHE OHE OHE

S

S

S

S

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

U G

FO

U G

FO

U G

FO

S

SS

S S S

S S S

S S

FW

FW

FW

FW FW

FW

FW

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 W W

UGFO

UGFO

UGFO UGFO UGFO UGFO

UGFO

UGFO

UGFO

UGFO UGFO

U G

F O

U G

F O

U G

F O

U G

F O

U G

FO

U G

FO

S

S

S

S

S

S

S

S

S

S

U G

E

U G

E

U G

E

U G

E

U G

E

G G G G G G G G G

U G

E

CO

W

U G

E

CO

FW

FW

FW

FW

FW

FW

G

G

G

G

G

G

R T

H

C-301

E. STONER AVE.

V E

T E

R A

NEW TRANSFORMER

NEW UNDERGROUND

ELECTRIC SERVICE

LINE

SEWER LINE PROFILE

SEWER LINE PROFILE

NEW 55 LB.

STONE RIPRAP

NEW 6" CLEANOUT

W/ TEMPORARY CAPS

‘ PROPOSED VIKING DRIVE

EXIST. S.S. M.H.

TOP =192.46

INV.=180.94

E X

I S

T S

.S M

.H

T O

P

.4

IN

V

.9

N.G. ALONG TOP OF SEWER LINE

N.G. ALONG TOP OF SEWER LINE

EXIST. 24" RCP

FILL AREA FOR

PROPOSED SITE PAD

NEW 8" SEWER SERV.

TIE INTO EXIST.

SEWER MANHOLE

INV.=180.94

NEW 8" SEWER SERV.

TIE INTO EXIST.

SEWER MANHOLE

INV.=180.94

NEW S.S. M.H.

TOP =187.00|

INV.=182.50

100’ OF 6" SEWER

SERVICE LINE

100’ OF 6" SEWER

SERVICE LINE @

1.0 % MIN.

N E

W S

.S

M .H

T O

P

.0

IN

V

.5

400’ OF 8" SEWER LINE @ 0.4%

400’ OF 8" SEWER LINE @ 0.4%

M

IN

C O

V E

R

6005004003001000

CONCRETE ENCASE

140 L.F. OF 8" PVC

SEWER LINE

CONCRETE ENCASE

140 L.F. OF 8" PVC

SEWER LINE

FUTURE VIKING

DRIVE ENTRANCE

40FT 10 00 2020

2 00 44

VERT. SCALE: 1" = 4’

8FT

HORIZ. SCALE: 1" = 20’

LIMITS OF CONSTRUCTION

CUT HILL TO

INSTALL SEWER LINE

FUTURE VIKING

DRIVE ENTRANCE

CONSTRUCTION

C-405 C-405

NEW 6" CLEANOUT

W/ TEMPORARY CAPS

C-405

C-405

C-402

C-400

C-405

.6

6 4

C-405

C-405

INSTALL 3’| OF DIRT

COVER OVER SEWER LINE

C-405

C-405

THE LOCATION OF EXISTING UNDERGROUND

PROTECT ANY AND ALL UNDERGROUND UTILITIES.

UTILITIES ARE SHOWN AS APPROXIMATE ONLY.

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. THE CONTRACTOR AGREES

TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MAY OCCUR DUE TO THE

CONTRACTOR’S FAILURE TO EXACTLY LOCATE AND

UTILITY STATEMENT:

GROUND UTILITIES.

THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-

GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-

IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-

FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED

AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED

NEW C.B.

TOP= 181.30|

F.L.= 173.50|

C-400

C-405

NEW 6" CLEANOUT

W/ TEMPORARY CAPSC-405

FW

S

CO

W

G

TDB

C-406

20.0’

.0

7’ HIGH WOOD

PRIVACY FENCE

W/ GATE

BLOCK RETAINING

WALL

C-406

CONNECT TO

EXISTING UG ELEC.

SERVICE LINE

NEW UNDERGROUND

ELECTRIC SERVICE

LINE

NEW ELEC.

SERVICE POLE

NEW ELECTRIC

MANHOLE

CO

S

S S S S S S S S S S S S S S S S S S

CO

X X

X

X X

X X

X

U G

E

U G

E

U G

E

U G

E

UGE

UGE

UGE

UGE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

BCLC BCLC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

N/A

LEGEND:

of Veterans Affairs

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

CONTRACTOR SHALL COORDINATE ALL

SHALL BE RESTORED TO ORIGINAL CONDITIONS.

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.

UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY

Know what’s before you dig below Call

CALL LOUISIANA ONE CALL - JUST DIAL 811

LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS

AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL

NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN

ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/

OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA

OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR

DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.

100% CONSTRUCTION DOCUMENTS

May 8, 2025

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT "OCCUR" DUE TO HIS

05-08-2025

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

B O

C

.5

B O

C

.2

S S S

S

SS

S

UGFO

UGFO UGFO UGFO

UGFO UGFO UGFO

XXX X

XX X

X X X

XX X X X

X

X

X

X

X

X

U G

E

U G

E

U G

E

O H

E

O H

E

OHE OHE

OHEOHE OHE UGFO

UGFO

UGFO

X

XX X

XXX X X X X X X

OHE

OHE

O H

E

O H

E

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE

OHE

OHE

OHE OHE OHE OHE OHE OHE

S

S

S

S

U G

F O

U G

F O

U G

F O

S

SS

S S S

S S S

S S

S

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 W W

UGFO

UGFO

UGFO UGFO UGFO UGFO

UGFO

UGFO

UGFO

UGFO UGFO

UGFO

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

U G

F O

U G

F O

U G

F

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

R T

H

520FT 5 00

C-302

SCALE: 1" = 10’

V E T E R

A N

S W

SITE UTILITY PLAN

BLDG. 57

SITE UTILITY PLAN

TIE INTO

EXISTING EHRM

MANHOLE

(3) 4" CONDUITS

IN A CONC. DUCT BANK

6" TAPPING SLEEVE,

VALVE & BOX

DEPTHS OF EXISTING GAS & WATER LINES ARE UNKNOWN. CONTRACTOR SHALL

UNCOVER AND VERIFY DEPTH OF ALL EXISTING UTILITIES AND OTHER POTENTIAL

UNDERGROUND CONFLICTS PRIOR TO PLACING ANY UTILITIES. IF A CONFLICT

EXIST, THE ENGINEER SHALL BE NOTIFIED TO DETERMINE AN ALTERNATIVE SOLUTION

PRIOR TO ANY WORK BEING DONE.

CONTRACTOR SHALL FIELD ADJUST ANY NEW UTILITY LINE WORK AS REQ’D. IN

THE FIELD WITH APPROVALS BY ENGINEER.

INSTALLING SERVICE LINES AND METER SETUPS PRIOR TO CONSTRUCTION.

UTILITY NOTES:

TOPS OF ALL UTILITY BOXES SHALL ADJUST AS REQ’D. AND BE FINISHED FLUSH

WITH FINAL GRADES OR CONCRETE SURFACE ELEVATIONS.

WATER METER ASSEMBLIES - CONTRACTOR SHALL CONTACT THE VA

OR LOCAL UTILITY COMPANY PRIOR TO CONSTRUCTION FOR PROCEDURES OF

CO

W

G

TDB

CONNECT TO EXIST.

GAS LINE (HOT TAP)

CONNECT TO EXIST.

WATER LINE W/

2" SERVICE SADDLE

& 2" CORP STOP

(HOT TAP)

CAUTION:

ALL CONSTRUCTION TRUCK TRAFFIC SHALL BE BETWEEN

PRESENT DURING OPERATIONS.

9 AM AND 4 PM, OR ON WEEKENDS WITH TWO FLAGMEN

C-403

C-403

C-402

C-405

THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-

GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-

IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-

FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED

AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED

THE LOCATION OF EXISTING UNDERGROUND

PROTECT ANY AND ALL UNDERGROUND UTILITIES.

UTILITIES ARE SHOWN AS APPROXIMATE ONLY.

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. THE CONTRACTOR AGREES

TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MAY OCCUR DUE TO THE

CONTRACTOR’S FAILURE TO EXACTLY LOCATE AND

C-403

C-403

C-405

LP

CONTRACTOR SHALL LOCATE AND AVOID

UNDERGROUND ELECTRIC LINES TO LIGHT

POLES, AS WELL AS WATER, & GAS LINES

6" M.J. 45^ FITTINGS

W/ R.J. ADAPTERS

& THRUST BLOCKING

NOTE:

CONTRACTOR MAY USE FUSIBLE

C905 PIPE IN LIEU OF STANDARD

C900 AND FITTINGS

NEW 2" PE WATER

SERVICE LINE

NEW 2" PE GAS

SERVICE LINE

NEW 6" C900 FIRE

WATER LINE

FW

FW

W

W

G

G

T D

B

T D

B

T D

B

T D

B

TDB

G

G

G

TDB

F W

FW

W

W

G

G

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

BCLC BCLC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

N/A

LEGEND:

of Veterans Affairs05-08-2025

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

J. BRYAN BUTLER

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.

UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY

Know what’s before you dig below Call

CALL LOUISIANA ONE CALL - JUST DIAL 811

LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS

AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL

NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN

ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/

OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA

OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR

DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.

CONTRACTOR SHALL COORDINATE ALL

SHALL BE RESTORED TO ORIGINAL CONDITIONS.

100% CONSTRUCTION DOCUMENTS

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT "OCCUR" DUE TO HIS

May 8, 2025

CO

S

S

S

S

S

S

U G

E

U G

FO

U G

FO

U G

FO

U G

FO

FW

FW

FW

FW FW

FW

FW

S

S

S

S

U G

E

U G

E

U G

E

U G

E

U G

E U

G E

CO

W

U G

E

CO

FW

FW

FW

FW

FW

FW

G

G

G

G

G

G

G

G

G

G

C-400

#4 REBAR @ 12" O.C.

EACH WAY

CONCRETE

SEE SPECS.

S.D. PIPE

CONC. WALL

N.T.S.

CONC. WALL

S.D. PIPES.D. PIPE

N.T.S.

MIN. MIN.

#6 BARS @

6" o.c. e.w.

#6 BARS @

6" o.c. e.w.

#4 BARS @

8" o.c. e.w.

OD

1/2 OD

N.T.S.

6" MIN.

SLOPE VARIES W/SOIL

CONDITIONS. REFER TO

OSHA REQUIREMENTS

FOR SLOPE.

FINAL BACKFILL

O.D. +12"

DEPTH

VARIES

HAUNCHING

4"-6" LIFTS

(BEDDING MATERIAL)

(STONE)

2" BEDDING MATERIAL

(STONE)

PIPE TIE DOWN

STRAP, 2 PER

JOINT(MIN.)

SCREW TYPE

ANCHOR

INITIAL BACKFILL

(BEDDING MATERIAL)

(SELECT MATERIAL)

PIPE O.D. +2’-0" MIN.

P I P

E O

.D

M

I N

PIPE O.D. +2’-0" MIN.

FINISH GRADE

(V-5724-1)

(V-5724-1)

BOX WIDTH

VARIES 2’-1 7/8 " VARIES

PIPE O.D.6" 6"

6" THICK

D E

P T

H V

A R

IE

S

N

T R

A F

F

IC

CAST IRON GRATE

& FRAME

OR APPROV. EQUAL

NOTE:

1. TO PREVENT FLOTATION OR DISLOCATION DURING INITIAL BACKFILLING,

CONTRACTOR SHALL SECURE PIPE FROM VERTICAL & HORIZONTAL

MOVEMENT AT 8’ INTERNALS OR TO THE SATISFICATION OF THE

ENGINEER DURING HAUNCHING INITIAL BACKFILL OPERATIONS.

(MIN. 2 STRAPS PER JOINT)

2. SOFT FOUNDATIONS MAY REQUIRE ADDITIONAL BEDDING.

S.D.

PIPE

S.D.

PIPE

S.D.

PIPE

S.D.

PIPE

BOX WIDTH

2’-1 7/8 " VARIESVARIES

6"

V A

R

IE

S

/8

V A

R

IE

S

B O

X W

ID

T

H

CAST IRON GRATE

& FRAME

OR APPROV. EQUAL

NOTE:

1. ALL PIPES IN CATCH BASINS SHALL BE GROUTED

INSIDE AND OUTSIDE WITH NON-SHRINK GROUT.

PATTERN NO.

V-5724-1

A

B

1 7/8

C

10 1/2

D

E

1 1/2

F

25 7/8

G

22 1/4

H

2 5/8

E

D

OR APPROVED EQUAL

B

H

A/SQ.

C

F/SQ

G/SQ

O .D

R .C

.P

INITIAL BACKFILL

PLACE PER

SPECIFICATIONS

NOTE:

OVEREXCAVATION SHALL BE BACKFILLED

WITH CRUSHED STONE

FINAL

BACKFILL

SLOPE VARIES W/ SOIL

CONDITIONS REFER TO

O.S.H.A. REQUIREMENTS

FOR SLOPE

N.T.S.

(M

IN

FILTER FABRIC - MIRAFI 500X

OR APPROVED EQUAL

4" OF #4 FILTER

STONE MIN.

N.T.S.

RIPRAP

(MATCH

EXIST.)

CATCH BASINS &

DRAINAGE DETAILS

18"

18"

SECTION

PLAN VIEW

TRENCH DETAILS FOR R.C.P.

TYPICAL SINGLE PIPE BEDDING AND

CATCH BASIN (CB-01)

TRENCH DETAIL FOR STORM DRAIN PIPE

STORM PIPE (ADS) OR A2000

RIPRAP SECTION

VULCAN V-5700 SERIES

C-400

C-400

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

N/A

U.S. Department of Veterans Affairs

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

100% CONSTRUCTION DOCUMENTS

May 8, 2025

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

C-401

BARS A & A

1 BAR A

BARS B

/2

D

FRONT ELEVATION

HEADWALL SECTIONS

AND DETAILS

1.00’

1.00’

EXISTING CONC.

HEADWALL

NEW 24" STORM

DRAIN PIPE

0.84’

N.T.S.

12"

16’-6"

D

SEE DETAIL ’A’

1.00’

2.84’

5"

2.84’

.0

1.00’

EXISTING CONC.

HEADWALL

24" S.D. PIPE

.0

PIPE BEDDING MATERIAL

SEE SPECS.

.0

1.00’

3’-9"

1.00’

.0

.0

M

IN

INV. OF PIPE TO

MATCH INVERT OF

PAVED DITCH

(FIELD VERIFY)

DRILL & INSTALL 1/2 " DIA.

1.00’.84’

CONC. RETAINING

WALL

CONSTRUCTION

JOINT

#4 BARS @ 12"

O.C.E.W.

OUTSIDE FACE

OF EXISTING

RETAINING WALL

N.T.S.

NEW CONCRETE HEADWALL

TOP VIEW

N.T.S.

X 12" LONG HILTI EPOXY

HEADWALL @ 12" O.C.

FILTER FABRIC

SIDE ELEVATION VIEW

F

IE

L D

V E

R

IF

Y

‘ PIPE

#4 BARS @ 12"

#4 BARS @ 12"

#4 BARS @ 12"

(BAR "C")

#4 BARS @ 12"

(BAR "A")

CONSTRUCTION

JOINT

.0

16’-6"

5’-11"|

FIELD VERIFY

N.T.S.

N.T.S.

#4 BARS @ 12"

(BAR "A")

#4 BARS @ 12"

(BAR "A")

.0

.0

.0

#4 BARS @ 12"

(BAR "B")

#4 BARS @ 12"

(BAR "B")

#4 BAR CONT.

#4 BARS @ 12"

(BAR "C")

5’-11"|

FIELD VERIFY

.0

.8

SEE DETAIL ’A’

X 12" LONG HILTI EPOXY

HEADWALL @ 12" O.C.

ANCHOR (C100) IN EXIST.

DRILL & INSTALL 1/2 " DIA.

6"

/2

R =1"

N.T.S.

#4 BAR "A"

N.T.S.

#4 BAR "C"

2’-0"

R =1"

R =1"

DRILL & INSTALL 1/2 " DIA.

X 12" LONG HILTI EPOXY

HEADWALL @ 12" O.C.

ANCHOR (HY-100) IN EXIST.

ANCHOR (HY-100) IN EXIST.

‘ PIPE

N.T.S.

DETAIL ’A’

10" 12"

EXIST. NEW

5"

MIN.

ANCHOR (HY-100) IN EXIST.

SEE DETAIL ’A’

DRILL & INSTALL 1/2 " DIA.

X 12" LONG HILTI EPOXY

HEADWALL @ 12" O.C.

ANCHOR (HY-100) IN EXIST.

PLAN VIEW

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

N/A

U.S. Department of Veterans Affairs

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

100% CONSTRUCTION DOCUMENTS

May 8, 2025

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

C-402

BB

EMBED CHANNEL

OR CABLE RACK

(TYP)

EQUIPMENT

GROUND

CONDUCTOR

EXOTHERMIC

CONNECTION (TYP)

WELD

CABLE CLIP

(TYP)

DRILL AND

TAP GROUND

CONNECTION

DRAIN WIRES

BRAIDED SHIELD

(TYP)

SUMP FRAME

PER SECTION 26 05

GROUND ROD

WELD

CONNECTION

EXOTHERMIC

BARE CU COMPLETE

#3/0 STRANDED

RING.

PULLING IRONS

CABLE

BANK

DUCT

(TYP)

BARE CU CABLE

#6 STRANDED

SPLICES

CABLE

CONNECTION

FRAME GROUND

MANHOLE COVER

MANHOLE GROUNDING DETAIL

NO SCALE

1930mm

(6’-4")

(3’-2") 965mm

(3’-2") 965mm m m m m m m

(3

COMMUNICATION

AA

TOP VIEW

GRADE RINGS AS REQ’D

TO MATCH CIVIL

ELEVATION.

FINISHED GRADE

CABLE

STANCHION

m m

(8 m m

(1

M

IN

(6 m mFINISHED

GRADE

m m

(7

PULLING

IRON

(5’-0")

1524mm

FRAME &

SUMP

COVER

SUMP 305mm (12")

CONC.

ENVELOPE

GROUND ROD

PER SECTION

26 05 26.

GRAVEL SUMP

YARD) 19mm (3/4")

0.764 CUBIC METERS

(1 CUBIC

m m

(8

V A

R

IE

S

SECTION "A-A"

m m

915mm

(3’-0")

NO SCALE

COMMUNICATION MANHOLE DETAILS

GENERAL NOTES:

(6’-4")

1930mm

(5’-0")

1524mm

(8 m m

SLOPE

SUMP

305x305mm (12"x12")

(8")

203mm m m m m

S L

O P

E

S L O

P E m m

CABLE

STANCHION

PER SECTION

26 05 41.

m m

(3")

76mm

GROUND

ROD SLEEVE

PULLING IRON

A A

(4) BOLT SLOTS 1" WIDE

ON A 42 1/2 " DIA. B.C.

3/4 " FLAT FACE

GOTHIC

M-PIC MULTI-TOOL

PICKBAR

1 9/16 "

T-GASKET (WITH BEAD)

1 9/16 "

6"

36"\

46"\

NO SCALE

38 1/4 "\

38"\

STAINLESS STEEL

CAM LOCK W/

CAM LOCK WRENCH

FRAME SECTION A-A

COVER SECTION A-A

ERGO XL Assembly

FRAME & COVER DETAIL

NO SCALE

DUCT BANK STANDARD DETAIL

DETECTABLE UNDERGROUND

WARNING TAPE.

M A

X

A S

R E

Q U

IR

E

D

(1

M

IN

IM

U M

NOTE:

WORDS "WARNING - TELECOMMUNICATIONS CABLE

A. WARNING TAPE SHALL BE IMPRINTED WITH THE

BELOW" AT NO MORE THAN 48" INTERVALS. TAPE

SHALL HAVE MINIMUM THICKNESS OF 0.004" AND SHALL

HAVE MINIMUM STRENGTH OF 1750 PSI. TAPE SHALL

HAVE INTEGRAL MEANS OF DETECTION BY A METAL

DETECTOR WHEN THE TAPE IS BURIED 3 FEET DEEP

DEGRADATION CAUSED BY SOIL CONDITIONS.

AND SHALL BE MADE OF MATERIALS RESISTANT TO

B. REFER TO TECHNOLOGY SITE PLAN FOR ADDITIONAL

INFORMATION INCLUDING INNER DUCT REQUIREMENTS.

C. STANDARD DUCT BANK CONSISTS (4) 4" CONDUITS.

CONCRETE ENVELOPE

STANDARD DUCT BAND CONSISTS OF (3) 4"

CONDUITS. SEE SHEETS GS013 - GS016 FOR

FINAL NUMBER OF CONDUITS IN EACH ROUTE.

EXISTING GRADE

42" MIN.

UNLESS

OTHERWISE NOTED

‘ MANWAY OPENING

FINISHED

GRADE

CONCRETE

ADJUSTMENT RING

G

R O

U T

(N O

N -S

H R

IN

K

REINFORCED

MANHOLE TOP

NON-TRAFFIC TRAFFIC AREA

RAISED COVER AND FRAME,

EJ 1845Z/1845A OR APPROVED

EQUAL (FLUSH W/ FIN. GRADE)

LOCKABLE COVER

NO SCALE

NO SCALE

SECTION "B-B"

NO SCALE

DUCT BANK CONFLICT DETAIL

A S

R E

Q U

IR

E

D

(2

M

IN

IM

U M

EXISTING GRADE

6’ (MIN.)

10’

HORIZ. VERTICAL

6’ (MIN.)

10’

6’ (MIN.)

5’ (MIN.)

3’ (MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

24"

UTILITY TYPE

WATER

SEWER

SEWER FORCE MAIN

CHILLED WATER

STORM SEWER / DRAIN

DUCT BANK / PIPED UTILITY

6’ (MIN.)

10’

18"(MIN.)

UTILITY CONFLICT

NEW DUCT BANK

20’ (MIN.) 20’ (MIN.)

CLEARANCE CHART (MIN.)

SEE CHART

BELOW

NOTE:

DEFLECT DISTANCE MAY VERY IN DISTANCE

PENDING DEPTH AND/OR SIZE OF

UTILITY CONFLICT

PIPE DEFLECTION DISTANCE PIPE DEFLECTION DISTANCE

D E

P T

H V

A R

IE

S

(F

IE

L D

V E

R

IF

Y

D E

P T

H V

A R

IE

S

F O

R C

O N

F L

IC

T

S

L E

S S

T H

A N

D

E E

P

3-WAY DUCT LINE

NO SCALE

DUCT BANK DETAILS

CONCRETE SHALL BE 4000 P.S.I. @ 28 DAYS, OR AS SPECIFIED.

2.

1.

3.

4.

5.

GENERAL NOTES:

PROVIDE #4 REINFORCING RODS ON TOP AND BOTTOM OF DUCTS WHEN

CROSSING OR PLACED IN ROADWAYS.

MINIMUM COVER TO TOP OF ENVELOPE SHALL BE 610mm (24") OR AS

OTHERWISE SPECIFIED IN SECTION 26 05 41.

MAXCELL INNERDUCT QUANTITY AND SIZE AS INDICATED ON PLANS.

PROVIDE MINIMUM 76mm (3") SPACE BETWEEN TELECOMMUNICATION

DUCTS. INCREASE SIZE AS REQUIRED.

MASONRY LEVELING

BLOCKS AT BASE OF

CONDUITS AS NEEDED

(3")

76mm

(3")

76mm

76mm

(3") m m

(3 m

DETECTABLE UNDERGROUND

WARNING TAPE.

TIE WIRE

9"

" 1111 1111 11 11 11

#3 BARS CONT.

9"

#3 BARS CONT.

8" THICK CONC. SLAB

W/ 6X6 #6/6 WWF

NO SCALE

C L

R

8’-2"

9" SQ. BLOCKOUT FOR

ELEC. RISER CONDUITS (TYP.)

(COORD. WITH POWER COMP.)

8’-2" x 5’-5"

PLAN VIEW

SECTION VIEW

TRANSFORMER PAD

TELECOMMUNICATION MANHOLE,

DUCT BANK, & DETAILS

C-402

C-402

LOCKABLE COVER

C-402

#6 BARS @

6" o.c. e.w.

#4 BARS @

8" o.c. e.w.

#4 REBAR @ 12" O.C.

EACH WAY

#6 BARS @

6" o.c. e.w.

#4 BARS @

8" o.c. e.w.

INCLUDE FIBERGLASS LADDER

(NOT SHOWN FOR CLARITY)

NO SUMP PUMP INCLUDED IN

PROJECT (PUMP BY OTHERS)

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

F il e P a th

1009 Bayou Place

Alexandria, LA 71303

Surveyors

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

EngineersArchitects

Ballard Project Number

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

N/A

U.S. Department of Veterans Affairs

244200

OVERTON BROOKS VA MEDICAL CENTER

510 E STONER AVE.

SHREVEPORT, LA. 71101

FISHER HOUSE SITE PREP 667-23-113

U.S. Small Business

Administration

S

100% CONSTRUCTION DOCUMENTS

May 8, 2025

S

TA

REGISTERED

REG. NO. 27013

C

IV

IL ENGINEER

IN

G

C-403

FINISH GRADE

V A

R

IE

S

INSTALL BRIGHT COLORED

PLASTIC CAP TO TOP

OF IRON ROD

1/2 " IRON ROD

W/ WIRE CLAMP

N.T.S.

UTILITY PIPE

W/ LOCATOR WIRE

CAP DETAIL FOR UTILITY LINE

CAP

M.J. TAPPING VALVE

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

POLYETHYLENE ENCASEMENT

AT ALL FITTINGS PER

AWWA C105

3/4 " CORP. STOP

FOR DISINFECTION

TRACE WIRE

TOP ‘ PIPE (TYP.)

EXISTING WATER LINE

NEW C900 WATER MAIN

NATIVE SOIL

MIN. 12" EACH

SIDE OF PIPE

COMPACTED 95% OF STANDARD

PROCTOR DENSITY IN LIFTS OF

FIRM SUPPORT ENTIRE

BARRELL LENGTH

BELL HOLES

BASE AS REQUIRED

PAVEMENT SURFACE

NO GREATER THAN 8" COMPACTED

THICKNESS.

SIDE ELEVATION

TYPE 6 BEDDING

BY TYPICAL…