Drawings 15-29.pdf

PDF 9 MB Posted

Attached to
Y1FE-- Lebanon NC Correct Cemetery Facility Condition Assessment 856CM3012
Solicitation number
36C78624B0045
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a set of drawings related to a federal contract opportunity for correcting deficiencies at the Lebanon National Cemetery in Lebanon, Kentucky. The key details are:

The contract opportunity is solicitation number 36C78624B0045, titled "Y1FE-- Lebanon NC Correct Cemetery Facility Condition Assessment 856CM3012". It is being issued by the Department of Veterans Affairs National Cemetery Administration. The work involves repairs and upgrades to the cemetery, including replacing the gravel drive, repairing the stone walls, improving drainage, and installing new signage. There is a site visit scheduled for October 15th, with RFI questions due November 8th and bids due shortly after. The drawings provide detailed plans for the proposed site improvements, including demolition, grading, paving, utilities, and landscaping work.

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The file's text, extracted by GovTribe without its formatting.

N E

W C

A

LV

A R

Y R

D

K Y

8)

FRANCIS MARION DRIVE

METTS DRIVE

N

EW

C A

LV

A

R Y

R D

(K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

FRANCIS MARION DRIVE

EROSION & SEDIMENTATION

CONTROL PLAN

GC-101

0 50 100

1 INCH = 150 FEET

JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

SILT FENCING

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CONSTRUCTION FENCING

1. SILT FENCE, SEE DETAIL D8 THIS SHEET.

2. CONSTRUCTION FENCING WITH PRIVACY FABRIC PER

SPECIFICATIONS.

3. CONCRETE WASHOUT AREA, SEE DETAIL F8 THIS SHEET.

4. TREE PROTECTION, SEE DETAIL F5 THIS SHEET.

5. INLET PROTECTION, SEE DETAIL B6 THIS SHEET.

4' MIN.

2.5' MIN.

1.5' MIN.

28"

6' MAX. O.C.

2"

6"

EXISTING GROUND

2"X4" WOOD STUDS

FILTER FABRIC SILT FENCE

(TYPE A)

STAKE (TYP.)

STRAW BALE (TYP.)

10' MIN.

VA

R

IE

S

' M

IN

PLAN

TYPE "ABOVE GRADE"

WITH STRAW BALES

BINDING WIRE

STRAW BALE

STAPLES 18" DIA. 4" STAPLE

(2 PER BALE)

NATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL STAKES

(2 PER BALE)

SECTION B-B

NOTES:

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. INSTALL CONCRETE WASHOUT SIGN (24"X24", MINIMUM) WITHIN 30' OF THE

TEMPORARY CONCRETE WASHOUT FACILITY.

3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50' FROM A STORM

DRAIN, CREEK BANK OR PERIMETER CONTROL.

4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50% FULL.

5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS WEEKLY

INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR CLEAN OUT.

6. SILT FENCE SHALL BE INSTALLED AROUND

PERIMETER OF CONCRETE WASHOUT AREA

EXCEPT FOR THE SIDE UTILIZED FOR ACCESSING

THE WASHOUT.

7. A ROCK CONSTRUCTION ENTRANCE MAY BE

NECESSARY ALONG ONE SIDE OF THE WASHOUT

TO PROVIDE VEHICLE ACCESS.

IMPERVIOUS LINER

CONCRETE WASHOUT AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

METAL STAKES

@ 6' O.C. (TYP)

4' MIN

1' MIN.

HIGH VISIBILITY ORANGE

VINYL CONSTRUCTION

FENCING

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF ANY TREE MUST UTILIZE ALTERNATIVE

METHODS SUCH AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES THAT HAVE A DRIP

LINE WITHIN THE LIMITS OF DISTURBANCE FOR CONSTRUCTION ACTIVITIES OTHER THAN

ASPHALT PAVING AND SHALL EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE DRIP

LINE OF THE TREE, WHICHEVER IS GREATER. (TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH DIAMETER MUST BE APPROVED AND

SUPERVISED BY A LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES FROM DAMAGE BY DEMOLITION

OPERATIONS. ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED

WITH A TREE OF THE SAME SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE CONTRACTOR

SHALL REPLACE WITH A 2" CAL. TREE (DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE MONETARY DIFFERENCE IN VALUE.

TREE PROTECTION

1' MIN.1.5' MIN.

3' MIN.

1.5' MAX.

GENERAL NOTE:

1. SILT FENCE SHALL BE USED IN

APPLICATIONS WHERE THE

SURROUNDING FINISHED GRADE IS

SOIL.

2. GRAVEL BAGS SHALL BE USED IN

APPLICATIONS WHERE THE

SURROUNDING FINISHED GRADE IS

IMPERVIOUS.

2.1. SEE DETAIL F2 THIS SHEET FOR

GRAVEL BAG REQUIREMENTS

INLET PROTECTION

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

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DIESEL STORAGE TANK

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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SERVICE BUILDING (OLD MAINTENANCE BLDG)

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DIESEL STORAGE TANK

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

AutoCAD SHX Text 10.3'

AutoCAD SHX Text 20.1'

AutoCAD SHX Text 7.9'

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AutoCAD SHX Text 40.0'

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AutoCAD SHX Text 9.3'

AutoCAD SHX Text 41.3'

AutoCAD SHX Text 30.7'

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ADMINISTRATION BLDG (FORMER LODGE)

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PORCH

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ROCK

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MULCH

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DIRT

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AutoCAD SHX Text 12.8'

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AutoCAD SHX Text 34.3'

AutoCAD SHX Text 25.6'

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STONE WALL

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ROCK STOCKPILE

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ROCK STOCKPILE

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MAINTENANCE BUILDING GARAGE/RESTROOMS/ GRAVE INFORMATION CENTER

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COMMITTAL SHELTER

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STONE WALL

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SECTION 18

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SECTION 17

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SECTION 16

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SECTION 23

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SECTION 26

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SECTION 22

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SECTION 21

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SECTION 20

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SECTION 19

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SECTION 2

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SECTION 1

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SECTION 5

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SECTION 3

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SECTION 8

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SECTION 10

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ROSTRUM/ FOUNDATION FFE 793.97'

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SECTION 7

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MAG NAIL & WASHER (SET) CP1

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MAG NAIL & WASHER (SET) CP4A

AutoCAD SHX Text Mag Nail & Washer (set) CP3A

AutoCAD SHX Text Mag Nail & Washer (set) CP5

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MAG NAIL & WASHER (SET) CP2A

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SECTION 9

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LIMIT OF SECTION (TYP)

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SECTION 6

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COMMITTAL SHELTER

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SECTION 20

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SECTION 24

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SECTION 20

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SECTION 20

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SECTION 21

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SECTION 21

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SECTION 22

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SECTION 17

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SECTION 15

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SECTION 11

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SECTION 14

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SECTION 13

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SECTION 4

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SECTION 4

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SECTION 4

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SECTION 4

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SECTION 23

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SECTION 23

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SECTION 23

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SECTION 26

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SECTION 26

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SECTION 26

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HVAC

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HVAC

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10'' OAK

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10'' OAK

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10'' OAK

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10'' LOCUST

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10'' PLUM

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10'' AUTUMN GOLD GINKO

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10'' AUTUMN GOLD GINKO

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10'' HEMLOCK

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10" PINE

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10" PINE

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10" PINE

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12'' OAK

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12'' OAK

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12'' OAK

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12'' OAK

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12'' OAK

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12'' OAK

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12'' OAK

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12'' BLACK CHERRY

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12'' ASH

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12'' HACK BERRY

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12'' BRADFORD PEAR

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12'' BUR OAK

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12'' BUR OAK

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12'' MAPLE

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12'' BLACK CHERRY

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12'' BLACK CHERRY

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12" PINE

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12" PINE

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14'' BLACK CHERRY

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14'' BLACK CHERRY

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14'' HACKBERRY

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14'' CHERRY

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14'' BALD CYPRESS

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14'' CHERRY

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14'' OAK

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14'' HEMLOCK

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14'' HOLLY

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14'' PINE

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14'' PINE

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14'' PINE

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14'' PINE

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16'' ASH

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18'' BLACK CHERRY

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18'' OAK

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18'' CHERRY

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18'' CHERRY

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18'' OAK

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18'' BLACK CHERRY

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18'' SWEET GUM

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18'' HOLLY

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18'' HOLLY

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20'' SWEET GUM

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20" PINE

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24'' BEECH

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24'' CHERRY

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24'' LOCUST

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24'' RED MAPLE

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24'' OAK

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24'' PIN OAK

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24''BALD CYPRESS

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24'' BALD CYPRESS

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40'' HOLLY

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36'' OAK

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36'' PINE

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36'' PINE

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40'' MAPLE

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40'' OAK

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40'' OAK

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40'' OAK

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40" PINE

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48'' OAK

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48'' OAK

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48'' OAK

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4'' DOGWOOD

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4'' HOLLY

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4'' OAK

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4'' DOGWOOD

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4'' ELM

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4'' BALD CYPRESS

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60'' PIN OAK

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60'' PIN OAK

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60'' MAPLE

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6'' DOGWOOD

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6'' CATALPA

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6'' PLUM

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6'' PLUM

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6'' HOLLY

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6'' HEMLOCK

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6'' HEMLOCK

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6'' HOLLY

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6'' HOLLY

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6''HOLLY

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6'' HOLLY

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8'' BLACK CHERRY

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8'' BLACK CHERRY

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8'' BLACK CHERRY

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8'' BLACK CHERRY

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8'' HOLLY

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8'' HOLLY

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8'' HOLLY

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AutoCAD SHX Text 806.36

AutoCAD SHX Text 800.25

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FFE

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FFE

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FFE

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FFE

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FFE

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FFE

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FFE

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FFE

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FFE

AutoCAD SHX Text 790.51

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FFE

AutoCAD SHX Text 790.39

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FFE

AutoCAD SHX Text 798.09

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FFE

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FFE

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FFE

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FFE

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HVAC

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6"CPP INV.788.80

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INV.789.73

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EMPLOYEES ONLY SIGN

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NO FIREARMS SIGN

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DIRECTIONAL SIGN

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DO NOT ENTER SIGN

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DIRECTIONS SIGN

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STOP SIGN

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SEC 15 SIGN

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VISITORS SIGN

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FLORAL SIGN

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DIRECTIONS SIGN

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CEM VEH. ONLY SIGN

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HISTORICAL CAMP SIGN

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STOP SIGN

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STOP SIGN

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HC SIGN

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BENANON NATIONAL CEMETERY OFFICE SIGN

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MATTINGLY MEMORIAL HWY SIGN

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STOP SIGN

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STOP AHEAD SIGN

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NO FIREARMS SIGN

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"AN ACT"SIGN

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FLAG SIGN

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FLORAL SIGN

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NATL CEM. SIGN

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HISTORICAL SIGN

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HC SIGN

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MAP SIGN

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NO THRU TRAFFIC SIGN

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ROSTRUM SIGN

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FRENCH DRAIN

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CONC.

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CONC.

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CONC.

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LANDSC.

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CANOPY

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4 STEPS

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SCATTERING AREA

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SECTION 22

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GATE

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GATE

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TREE MKR

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MAILBOX

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DIRECTIONS SIGN

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CONC.

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GRASS

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GRASS

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CONC.

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GATE

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GATE

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GATE

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PARKING STOP (TYP)

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ROCKS

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GRASS

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ROCKS

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UGE MARKINGS BEGIN HERE

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POW FLAGPOLE

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USA FLAGPOLE

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UNCLEAR UGE CONNECTION

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ROCKS

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ROCKS

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ROCKS

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ROCKS

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SIGN CITY LIMITS

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SIGN 208

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SIGN NO PASSING

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SIGN LEBANON

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4'' BIRCH

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4'' DOGWOOD

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4'' BIRCH

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4'' DOGWOOD

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4'' BIRCH

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4'' BIRCH

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STEPS

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CONCRETE

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CONCRETE

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CONCRETE

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ASPHALT

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STEPS

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CONCRETE

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CONCRETE

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STONE WALL

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ASPHALT

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GRASS

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GRAVEL

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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COLUMNS

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GRASS

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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FUEL TANK

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4" GAS LINE W/5' EASEMENT (ABANDONED PER ADMINISTRATOR)

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4'' DOGWOOD

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18'' SWEET GUM

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%%UFRONT VIEW

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1.5' MIN.

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6" TRENCH

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FLOW

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SILT FENCE

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CONCRETE WASHOUT AREA

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%%UPLAN

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TYPE-C SILT FENCE

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STEEL POST

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GRAVEL BAGS FILLED

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%%USECTION

W C

A

LV

A R

Y R

D

K Y

8)

FRANCIS MARION DRIVE

METTS DRIVE

N

EW

C A

LV

A

R Y

R D

(K Y

8)

N E

W C

A

LV

A R

Y R

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8)

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FRANCIS MARION DRIVE

DEMOLITION PLAN

CD101

0 50 100

1 INCH = 150 FEET

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024 JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

1. REPLACE EXISTING FLAGPOLE BASE IN KIND, SEE IMAGE

A6 THIS SHEET.

2. REPAIR/RESHAPE PICKETS AT THE HISTORIC PEDESTRIAN

& VEHICULAR GATES, SEE IMAGE E9 THIS SHEET..

3. REMOVE EXISTING GRAVEL DRIVE, SEE GENERAL NOTES

THIS SHEET.

4. STRIP AND REPAINT EXISTING HISTORIC PEDESTRIAN

AND VEHICULAR GATES, SEE IMAGE E9 THIS SHEET.

5. REPAINT EXISTING PERIMETER FENCING, SEE IMAGE A8

AND FENCING REPAIR NOTES THIS SHEET.

6. CLEAN & INSPECT EXISTING DRAINAGE INLETS.

7. REMOVE EXISTING FLOWER WATER STATION, CONCRETE

BASE AND RECEPTACLES, SEE IMAGE C7 THIS SHEET.

8. REFURBISH (STRIP, REPAINT & RE-APPLY) EXISTING

CEMETERY MAP SIGN.

9. REFURBISH (STRIP, REPAINT & RE-APPLY VINYL) ON

EXISTING SIGNAGE.

10. REMOVE EXISTING HANDICAP PARKING SIGN.

11. REMOVE AND RELOCATE EXISTING BRONZE PLAQUES.

SEE ARCHITECTURAL SHEETS FOR RELOCATION, SEE

IMAGE E6 & E7 THIS SHEET AND GENERAL NOTES THIS

SHEET.

12. REPAIR EXISTING STONE COLUMNS, SEE GENERAL NOTES

BELOW, SEE IMAGE E7 & E9 THIS SHEET.

13. REMOVE EXISTING TREE, STUMP AND ROOT BALL, SEE

LANDSCAPE NOTES THIS SHEET.

14. TRIM ALL DEAD LIMBS, SEE LANDSCAPE NOTES THIS

SHEET.

15. REMOVE SIDEWALK AS NECESSARY TO CONNECT TO THE

NEW ACCESS RAMP. REMOVE AT NEAREST JOINT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

ASPHALT REMOVAL

GRAVEL DRIVE REMOVAL

GENERAL NOTES:

1. COLUMN REPAIR:

1.1. CONTRACTOR SHALL REMOVE ALL ADDED BRICK VENEER.

1.2. CONTRACTOR SHALL REMOVE ALL PREVIOUSLY MADE REPAIRS.

1.3. CONTRACTOR SHALL REMOVE BRONZE PLAQUES.

1.4. CONTRACTOR SHALL REPAIR ALL HOLES AND FRAGMENTS

CAUSED BY THE REMOVAL OF THE BRICK VENEER AND PLAQUES.

1.4.1. REPAIRS SHALL BE MADE IN ACCORDANCE WITH

SPECIFICATION 04 01 40361 SECTION 3.4 & 3.5.

2. HISTORIC GATE REPAIR:

2.1. STRIP AND REPAINT ALL METAL AND HINGES TO MATCH.

2.2. STRAIGHTEN ALL BENT PICKETS.

3. GRAVEL ROAD REMOVAL:

3.1. CONTRACTOR SHALL STOCKPILE ALL GRAVEL MATERIAL IN THE

MATERIAL STORAGE AREA AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3.2. CONTRACTOR SHALL DISPOSE OF ALL NON GRAVEL MATERIAL

OFF SITE AT NO ADDITIONAL COST TO THE GOVERNMENT.

14 14

SEE SHEET CD401

LANDSCAPE NOTES:

1. CERTIFIED ARBORIST SHALL TRIM/PRUNE ALL DEAD LIMBS FROM

TREES INDICATED ON CONSTRUCTION PLANS.

2. CONTRACTORS SHALL REMOVE TREE, STUMP AND ROOT MASS

ASSOCIATED WITH TREES INDICATED FOR REMOVAL.

2.1. CONTRACTOR SHALL PLANT A 4" CALIPER TREE OR APPROVED

SIZE IN EACH LOCATION WHERE A TREE IS REMOVED.

2.2. CONTRACTOR SHALL SUBMIT A TREE PLANTING SCHEDULE FOR

ALL TREES TO BE REPLACED.

3. CONTRACTOR SHALL SOD ALL DISTURBED AREAS WITH A GRASS

SPECIES APPROVED BY NCA STAFF. CONTRACTOR SHALL SUBMIT

GRASS SPECIES FOR APPROVAL PRIOR TO INSTALLATION.

4. CONTRACTOR SHALL REPAIR OF ALL DAMAGED IRRIGATION

COMPONENTS AT NO ADDITIONAL COST TOT HE GOVERNMENT TO

THE SATISFACTION OF THE COR.

FENCING REPAIR NOTES:

1. CONTRACTOR SHALL REMOVE ALL LOOSE OR PEELING PAINT PRIOR

TO PAINTING.

2. CONTRACTOR SHALL CLEAN FENCING PRIOR TO PAINTING.

3. CONTRACTOR SHALL REPAINT THE FENCING AND ASSOCIATED

HARDWARE PER SPECIFICATIONS.

4. CONTRACTOR SHALL BRING ALL DAMAGED PANELS TO THE

ATTENTION OF THE COR PRIOR TO PAINTING.

5. SHOULD THE CONTRACTOR REMOVE THE FENCE PANELS,

TEMPORARY FENCING SHALL BE INSTALLED.

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DIESEL STORAGE TANK

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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SDHW INV:786.67 12"CMP

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SERVICE BUILDING (OLD MAINTENANCE BLDG)

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DIESEL STORAGE TANK

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STONE WALL

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CI RIM: 797.23' INV: 792.98'

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CI RIM: 797.53' INV: 793.70'

AutoCAD SHX Text CI RIM: 802.86' INV IN:802.03' TRENCH DRAIN INV IN:799.61' 12"CPP INV OUT:799.36' 12"CPP

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CI RIM: 804.53' INV OUT: 801.53' 12"CMP

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CI RIM: 793.95' INV: 790.45'

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CI RIM: 794.30' INV: 790.88'

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SI RIM: 789.89' INV: 788.06'

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SDHW INV:786.67 12"CMP

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SI RIM: 789.20' INV: 785.95' 12"CMP

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SI RIM: 795.24' INV: 794.20'

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SSMH 2 RIM: 794.00' INV IN 790.5 8"PVC INV OUT 790.5' 8"PVC

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SSMH 1 RIM: 788.63' INV OUT=779.80' 8"PVC INV IN=779.72' 8"PVC

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ADMINISTRATION BLDG (FORMER LODGE)

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PORCH

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SSMH 3 RIM: NOT FOUND COVERED WITH GRAVEL ROAD

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ROCK

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MULCH

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DIRT

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SI RIM: 794.26' INV: 791.51'

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HW INV: 789.73' 15"CMP

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12"CPP

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15"CPP

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15"CPP

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12"CPP

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6"CPP

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SI RIM: 790.94' INV: 788.24'

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15"CPP

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12"CPP

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12"CPP

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STONE WALL

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CI RIM:790.34' INV:787.54'

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ROCK STOCKPILE

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MAINTENANCE BUILDING GARAGE/RESTROOMS/ GRAVE INFORMATION CENTER

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COMMITTAL SHELTER

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STONE WALL

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SECTION 18

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SECTION 2

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SECTION 1

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SECTION 3

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SECTION 8

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SECTION 10

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ROSTRUM/ FOUNDATION FFE 793.97'

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SECTION 7

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MAG NAIL & WASHER (SET) CP1

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MAG NAIL & WASHER (SET) CP4A

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MAG NAIL & WASHER (SET) CP2A

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SECTION 9

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LIMIT OF SECTION (TYP)

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SECTION 6

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COMMITTAL SHELTER

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SECTION 26

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SECTION 26

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15"CMP

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HVAC

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HVAC

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10'' OAK

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10'' OAK

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10'' OAK

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10'' LOCUST

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10'' PLUM

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10'' AUTUMN GOLD GINKO

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10'' AUTUMN GOLD GINKO

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10'' HEMLOCK

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10" PINE

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10" PINE

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10" PINE

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12'' OAK

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12'' OAK

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12'' OAK

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12'' OAK

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12'' OAK

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12'' OAK

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12'' BLACK CHERRY

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12'' ASH

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12'' HACK BERRY

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12'' BRADFORD PEAR

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12'' BUR OAK

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12'' BUR OAK

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12'' MAPLE

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12'' BLACK CHERRY

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12'' BLACK CHERRY

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12" PINE

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12" PINE

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14'' BLACK CHERRY

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14'' BLACK CHERRY

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14'' HACKBERRY

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14'' CHERRY

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14'' BALD CYPRESS

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14'' CHERRY

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14'' OAK

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14'' HEMLOCK

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14'' HOLLY

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14'' PINE

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14'' PINE

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14'' PINE

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14'' PINE

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16'' ASH

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18'' BLACK CHERRY

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18'' CHERRY

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18'' CHERRY

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18'' BLACK CHERRY

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18'' SWEET GUM

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18'' HOLLY

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20'' SWEET GUM

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20" PINE

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24'' BEECH

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24'' CHERRY

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24'' LOCUST

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24'' RED MAPLE

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24'' OAK

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24'' PIN OAK

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24''BALD CYPRESS

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24'' BALD CYPRESS

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40'' HOLLY

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36'' OAK

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HVAC

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INV.787.20 18"CPP

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INV.792.45 15"CPP

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6"CPP INV.788.80

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INV.786.56 6"VCP

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EMPLOYEES ONLY SIGN

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NO FIREARMS SIGN

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DO NOT ENTER SIGN

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CANOPY

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MAILBOX

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UGE MARKINGS BEGIN HERE

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POW FLAGPOLE

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UNCLEAR UGE CONNECTION

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SIGN CITY LIMITS

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SIGN NO PASSING

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SIGN LEBANON

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4'' BIRCH

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STEPS

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CONCRETE

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ASPHALT

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OUTLET NOT VISIBLE

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SI RIM: 787.62' INV: 785.95' 12"CMP785.95' 12"CMP

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CONC.PAD WITH TRASH CANS

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FUEL TANK

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VAULT

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CONC. PAD WITH TRASHCAN

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ASPHALT

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SECTION 26

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CONC.PAD WITH TRASH CANS

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SIGN LEBANON

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FH

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LP

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MB

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STORM

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CP

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BORE

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4" GAS LINE W/5' EASEMENT (ABANDONED PER ADMINISTRATOR)

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4" GAS LINE W/5' EASEMENT (ABANDONED PER ADMINISTRATOR)

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4" GAS LINE W/5' EASEMENT (ABANDONED PER ADMINISTRATOR)

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CO

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4'' DOGWOOD

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4'' DOGWOOD

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4'' DOGWOOD

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4'' DOGWOOD

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6" OAK

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ASPHALT

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18'' SWEET GUM

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4'' DOGWOOD

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6'' HOLLY

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6'' HOLLY

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10'' HEMLOCK

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10'' LOCUST

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10'' LOCUST

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12'' LOCUST

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12'' LOCUST

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6" OAK

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6" OAK

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6" OAK

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SCALE: NTS

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FLAGPOLE BASE

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RECEPTACLES

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PERIMETER FENCING

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SCALE: NTS

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BRONZE PLAQUE

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SCALE: NTS

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COLUMN REPAIR (TYP)

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SCALE: NTS

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GATE REPAIRS

E9

ENLARGED - DEMOLITION PLAN

CD401

0 50 100

1 INCH = 150 FEET

GRAVEL DRIVE REMOVAL

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024 JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

1. REMOVE ASPHALT FULL DEPTH.

2. SAW CUT EXISTING ASPHALT.

3. PRESERVE AND PROTECT EXISTING BOLLARDS.

4. PRESERVE AND PROTECT EXISTING SEWER STRUCTURE.

5. PRESERVE AND PROTECT EXISTING CURB.

6. PRESERVE AND PROTECT EXISTING GATE.

7. PRESERVE AND PROTECT EXISTING "NO THROUGH

TRAFFIC" SIGN.

8. REMOVE AND DISPOSE OF EXISTING WOODEN FENCE

POSTS.

9. REMOVE EXISTING DOWNSPOUT EXTENSION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

ASPHALT REMOVAL

ASPHLAT REMOVAL ENDS AT THE EXISTING TRENCH DRAIN

SAW CUT

MATERIAL STORAGE BINS

MAINTENANCE BUILDING

DOWNSPOUT EXTENSION

AutoCAD SHX Text CI RIM: 802.86' INV IN:802.03' TRENCH DRAIN INV IN:799.61' 12"CPP INV OUT:799.36' 12"CPP

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SSMH 3 RIM: NOT FOUND COVERED WITH GRAVEL ROAD

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12"CPP

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6"CPP

AutoCAD SHX Text E

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AutoCAD SHX Text 805.60

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BORE

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AutoCAD SHX Text 806.78

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BORE

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W C

A

LV

A R

Y R

D

K Y

8)

FRANCIS MARION DRIVE

METTS DRIVE

N

EW

C A

LV

A

R Y

R D

(K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

N E

W C

A

LV

A R

Y R

D

K Y

8)

FRANCIS MARION DRIVE

SITE PLAN

C-101

0 50 100

1 INCH = 150 FEET

JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

1. REPLACE BACKER ROD AND RE-SEAL ALL EXISTING

EXPANSION JOINTS.

2. PROVIDE NEW DIRECTIONAL SIGN FOR THE

ADMINISTRATION BUILDING, FLAG ASSEMBLY AREA AND

ROSTRUM, SEE ARCHITECTURAL PLANS FOR SIGN

DETAILS.

3. NEW FLOWER WATER STATION WITH RECEPTACLES, SEE

DETAIL SHEET C-502 & C-503.

4. PRESSURE WASH CONCRETE PAVEMENT AFTER SEALANT

REMOVAL AND PRIOR TO RE-SEALING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Sean Fitzpatrick

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

LEBANON, KY

856CM3012

N/A Project Manager/ COR

07/19/2024Revisions: Date:

Bobbie Griffin Department of Veterans Affairs, NCA

Phone: 470-998-1497 Email: Bobbie.Griffin@va.gov Sheet of 84

VCI Project Management Construction Management Engineering

623 26TH AVENUE

QUAD CITIES, IL

61201

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

EXPANSION JOINT REPAIR

SEE SHEET C-401.

SEE SHEET C-405 FOR

SPOILS ROAD PAVING

SEE SHEET C-402 &

C-404 FOR

MAINTENANCE YARD

REPAIRS

SEE ARCHITECTURAL PLANS

FOR ROSTRUM REPAIR.

SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL PLANS FOR BUILDING REPAIRS.

SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL PLANS FOR BUILDING REPAIRS.

SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL PLANS FOR BUILDING REPAIRS.

SEE ARCHITECTURAL AND ELECTRICAL

PLANS FOR BUILDING REPAIRS.2

1 1

SIGNAGE LOCATIONS

S1 FLORAL POLICY

S2 ITEMS NOT PERMITTED

S3 DIRECTIONAL SIGN

S4 HANDICAP PARKING

S5 VISITOR INFORMATION

S6 FLORAL REGULATIONS

S7 CEMETERY MAP

S8 STOP

S9 SPEED LIMIT

S10 EMPLOYEES ONLY

S11 NO THRU TRAFFIC

S12 CEMETERY VEHICLES ONLY

S13 DO NOT ENTER

S14 CEMETERY OFFICE

S8

S1 S1

S1

S13 S3

S8

S9

S8

S3

S2

S6

S5

S3

S12

S7

S3

S10

S14

S11

S4

S1

S3

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

AutoCAD SHX Text

DIESEL STORAGE TANK

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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SDHW INV:786.67 12"CMP

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SERVICE BUILDING (OLD MAINTENANCE BLDG)

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DIESEL STORAGE TANK

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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STONE WALL

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CI RIM: 797.23' INV: 792.98'

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CI RIM: 797.53' INV: 793.70'

AutoCAD SHX Text CI RIM: 802.86' INV IN:802.03' TRENCH DRAIN INV IN:799.61' 12"CPP INV OUT:799.36' 12"CPP

AutoCAD SHX Text

CI RIM: 804.53' INV OUT: 801.53' 12"CMP

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CI RIM: 793.95' INV: 790.45'

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CI RIM: 794.30' INV: 790.88'

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SI RIM: 789.89' INV: 788.06'

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SDHW INV:786.67 12"CMP

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SI RIM: 789.20' INV: 785.95' 12"CMP

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SI RIM: 795.24' INV: 794.20'

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SSMH 2 RIM: 794.00' INV IN 790.5 8"PVC INV OUT 790.5' 8"PVC

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SSMH 1 RIM: 788.63' INV OUT=779.80' 8"PVC INV IN=779.72' 8"PVC

AutoCAD SHX Text 10.3'

AutoCAD SHX Text 20.1'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 5.6'

AutoCAD SHX Text 40.0'

AutoCAD SHX Text 18.1'

AutoCAD SHX Text 9.3'

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AutoCAD SHX Text 30.7'

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AutoCAD SHX Text 13.4'

AutoCAD SHX Text 6.2'

AutoCAD SHX Text 1.1'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 7.1'

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ADMINISTRATION BLDG (FORMER LODGE)

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PORCH

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SSMH 3 RIM: NOT FOUND COVERED WITH GRAVEL ROAD

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ROCK

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MULCH

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DIRT

AutoCAD SHX Text 16.4'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 2.9'

AutoCAD SHX Text 13.8'

AutoCAD SHX Text 2.9'

AutoCAD SHX Text 34.3'

AutoCAD SHX Text 25.6'

AutoCAD SHX Text 22.2'

AutoCAD SHX Text 9.0'

AutoCAD SHX Text 38.4'

AutoCAD SHX Text 19.5'

AutoCAD SHX Text 46.8'

AutoCAD SHX Text 19.5'

AutoCAD SHX Text 17.1'

AutoCAD SHX Text 16.8'

AutoCAD SHX Text 20.1'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 2.9'

AutoCAD SHX Text 0.0'

AutoCAD SHX Text 14.2'

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SI RIM: 794.26' INV: 791.51'

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HW INV: 789.73' 15"CMP

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12"CPP

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15"CPP

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15"CPP

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12"CPP

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6"CPP

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SI RIM: 790.94' INV: 788.24'

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15"CPP

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12"CPP

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12"CPP

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12"CPP

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STONE WALL

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CI RIM:790.34' INV:787.54'

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ROCK STOCKPILE

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ROCK STOCKPILE

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MAINTENANCE BUILDING GARAGE/RESTROOMS/ GRAVE INFORMATION CENTER

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COMMITTAL SHELTER

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STONE WALL

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SECTION 18

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SECTION 17

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SECTION 16

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SECTION 23

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SECTION 26

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SECTION 22

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SECTION 21

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SECTION 20

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SECTION 19

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SECTION 2

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SECTION 1

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SECTION 5

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SECTION 3

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SECTION 8

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SECTION 10

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ROSTR…

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