Amended Bid Documents NCA Submittal Full Package with Amendments 002.1 - 4 of 8.pdf

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ENLAGRED SITE PLAN - STONE

WALL REPAIR & ADA PARKING

C-401

0 20 40

1 INCH = 20 FEET

JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

STONE CAP REPLACEMENT

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

1. TUCKPOINT EXISTING STONE WALL, SEE IMAGE F6 AND

GENERAL NOTES THIS SHEET FOR TYPICAL REPAIR.

2. REMOVE AND REPLACE EXISTING DAMAGED STONE

WALL (APPROXIMATELY 12 LF), SEE IMAGE F9 AND STONE

WALL REAPIR NOTES THIS SHEET.

3. REPLACE EXISTING STONE CAP ON STONE WALL

(APPROXIMATELY 160 LF), SEE IMAGE C9 THIS SHEET

FOR TYPICAL REPAIR.

4. PROVIDE NEW ABA PARKING STALLS WITH SIGNAGE AND

WHEEL STOPS, SEE PARKING NOTES BELOW AND DETAIL

SHEET C-501.

5. NEW DIRECTIONAL SIGN FOR THE ADMINISTRATION

BUILDING, FLAG ASSEMBLY, RESTROOMS AND ROSTRUM.

6. NEW ACCESS RAMP, SIDEWALK AND STAIRS, SEE

ARCHITECTURAL SHEET A-101 AND ACCESS RAMP NOTES

BELOW.

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

3TYP.

3TYP.

3 TYP.

1 1

3TYP.

3TYP.

3TYP.

3TYP.

STONE WALL REAPAIR NOTES:

1. STONE WALL TUCKPOINTING:

1.1. CONTRACTOR SHALL REMOVE ALL LOOSE, CRACKED

AND/OR DAMAGED MORTAR AND TUCKPOINT.

1.2. CONTRACTOR SHALL SUBMIT A CURED MORTAR

SAMPLE FOR COLOR APPROVAL PRIOR TO STARTING

REPAIRS.

1.3. MORTAR MIX SHALL NOT BE LIME BASED.

2. STONE WALL REPAIR:

2.1. CONTRACTOR MAY RE-USE UNDAMAGED STONE FOR

REPAIRS.

2.2. CONTRACTOR SHALL SUBMIT REPLACEMENT STONE

SAMPLE FOR APPROVAL PRIOR TO REPAIR.

3. STONE WALL CAP REPAIR:

3.1. CONTRACTOR SHALL SUBMIT REPLACEMENT STONE

CAP SAMPLE FOR APPROVAL PRIOR TO REPAIR.

4. STONE WALL CLEANING:

4.1. CONTRACTOR SHALL PRESSURE WASH AND REMOVE

ALL ORGANICS FROM STONE WALL.

4.2. CONTRACTOR SHALL UTILIZE A NON-TOXIC

DETERGENT TO PREVENT THE FUTURE GROWTH OF

ORGANICS.

4.3. CONTRACTOR SHALL TEST DETERGENT ON

APPROXIMATELY 10 SF A MINIMUM OF 14-DAYS TO

ENSURE DETERGENT DOES NOT DISCOLOR OR

DAMAGE SURFACE.

4.4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL

DAMAGED CAUSED BY EXCESSIVE PRESSURE.

.0

0' T

YP

5.

' T

YP

PARKING NOTES:

1. CONTRACTOR SHALL MARK STRIPING, SIGNAGE AND

PARKING BUMPER LOCATIONS FOR NCA APPROVAL PRIOR

TO INSTALLATION.

ACCESS RAMP NOTES:

1. CONTRACTOR SHALL MARK STRIPING, SIGNAGE AND

PARKING BUMPER LOCATIONS FOR NCA APPROVAL PRIOR

TO INSTALLATION.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

AutoCAD SHX Text

SI RIM: 795.24' INV: 794.20'

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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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INV.786.56 6"VCP

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DRAIN FIELD

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TRENCH DRAIN

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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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SCALE: NTS

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TUCKPOINT (TYP)

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SCALE: NTS

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WALL REPAIR

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SCALE: NTS

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CAP REPAIR (TYP)

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ENLARGED SITE PLAN -

MAINTENANCE YARD PAVING

C-402

0 10 20

1 INCH = 10 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. INSTALL CONCRETE VALLEY GUTTER, SEE DETAIL F8 THIS

SHEET.

2. INSTALL NEW MAINTENANCE YARD ASPHALT, SEE DETAIL

F5 THIS SHEET.

3. INSTALL ASPHALT ROADWAY, SEE DETAIL E6/C-404.

4. PRESERVE AND PROTECT EXISTING BOLLARD.

5. CONSTRUCT NEW STORAGE BUILDING, SEE

ARCHITECTURAL PLANS.

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

PROPOSED CONCRETE

VALLEY GUTTER

EDGE OF ASPHALT

ASPHALT

48"

1/4" R1/4" R

8"

6"

GENERAL NOTES:

1. 4 ROWS OF #4 BARS, EQUAL

SPACING AS SHOWN.

2. CONTROL JOINTS CONSISTING

OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

3. EXPANSION JOINTS SHALL BE

PLACED AT EVERY CHANGE IN

DIRECTION.

4. SLOPED PER ELEVATIONS

SHOWN ON GRADING PLAN.

1 : 12 1 : 12

CONCRETE PER

SPECIFICATION 32 05 23

CONCRETE PAVING PER SPECIFICATION 32 05

23. MEDIUM BROOM FINISH.

2" SURFACE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

2" BASE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

TACK COAT

BETWEEN LIFTS

PRIME COAT

SCARIFY AND RECOMPACT EXISTING SUBGRADE AS

NECESSARY TO MEET PROPOSED GRADES

9.00'

21.79'

43.60'

57.04'

6" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

(4) #4 REBAR WITH

EQ SPACING

4" MIN

DRAINAGE PIPE

GRATED INLET

MAINTENANCE BUILDING

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

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

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SCALE: NTS

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VALLEY GUTTER

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MAINTENANCE YARD ASPHALT REPLACEMENT

F5

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)

ENLARGED SITE PLAN - CONDUIT

ROUTING

C-403

0 20 40

1 INCH = 20 FEET

JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

DOUBLE ROW OF 4" CONDUIT

1. TWO (2) 4" CONDUITS, SEE SHEETS E-002 & E-003 FOR

ADDITIONAL DETAILS.

2. HANDHOLE, SEE DETAIL SHEET E-503.

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

2 2

HANDHOLE

GENERAL NOTES:

1. CONTRACTOR TO VERIFY THE LOCATION OF

EXISTING UTILITIES PRIOR TO CONDUIT

INSTALLATION.

2. CONTRACTOR IS RESPONSIBLE FOR ALL

DAMAGED CAUSED TO EXISTING UTILITIES.

3. CONTRACTOR MAY ADJUST THE ROUTING

ALONG THE SHOWN PATH TO AVOID EXISTING

UTILITIES AND SITE FEATURES AS NEEDED.

4. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'

DISTANCE FROM EXISTING BURIAL SECTIONS.

5. CONTRACTOR SHALL BORE BENEATH THE

EXISTING STONE WALL.

5.1. TEST PITS MAY BE NECESSARY TO

DETERMINE THE LIMITS OF THE STONE

WALL FOOTING.

5.2. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING ALL DAMAGE CAUSED TO THE

STONE WALL.

BORE BENEATH SONE WALL

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

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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

AutoCAD SHX Text 7.9'

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AutoCAD SHX Text 40.0'

AutoCAD SHX Text 18.1'

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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

AutoCAD SHX Text 16.4'

AutoCAD SHX Text 12.8'

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STONE WALL

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SECTION 17

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SECTION 16

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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) CP5

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SECTION 9

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LIMIT OF SECTION (TYP)

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SECTION 6

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SECTION 17

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SECTION 15

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SECTION 4

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SECTION 4

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SECTION 4

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10" PINE

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10" PINE

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10" PINE

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12'' BRADFORD PEAR

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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'' 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'' 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'' OAK

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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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18'' HOLLY

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20'' SWEET GUM

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20" PINE

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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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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" PINE

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48'' OAK

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48'' OAK

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48'' OAK

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4'' ELM

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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'' PLUM

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6'' PLUM

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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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FFE

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FFE

AutoCAD SHX Text 790.40

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FFE

AutoCAD SHX Text 789.82

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FFE

AutoCAD SHX Text 789.93

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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

AutoCAD SHX Text 791.09

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FFE

AutoCAD SHX Text 798.22

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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.786.56 6"VCP

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EMPLOYEES ONLY 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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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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NO THRU TRAFFIC SIGN

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ROSTRUM SIGN

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DRAIN FIELD

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4 STEPS

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SCATTERING AREA

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GATE

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GATE

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TREE MKR

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TRENCH DRAIN

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MAILBOX

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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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POW FLAGPOLE

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USA FLAGPOLE

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UNCLEAR UGE CONNECTION

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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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OUTLET NOT VISIBLE

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CONCRETE

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CONCRETE

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STONE WALL

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

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GRAVEL

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COLUMNS

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GRAVEL

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GRASS

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ASPHALT

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ASPHALT

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ASPHALT

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GRASS

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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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CONC.PAD WITH TRASH CANS

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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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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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ASPHALT

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ASPHALT

18'' SWEET GUM

EL:806.10

EL:806.02

EL:806.10

EL:806.02

EL:806.10

EL:806.02

EL:806.10

EL:806.10

EL:806.30

EL:806.30

EL:806.30

EL:804.85

EL:804.85

EL:806.30

EL:806.30

EL:806.30

EL:806.30

FINISHED

FLOOR:

806.30

0+00 1+00 1+70.03

ENLARGED GRADING PLAN &

PROFILES - MAINTENANCE YARD

PAVING

C-404

0 10 20

1 INCH = 10 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. CONCRETE VALLEY GUTTER, SEE DETAIL F8/C-402.

2. 12" HDPE DRAINAGE PIPE.

3. GRATED INLET, SEE DETAIL E8 THIS SHEET.

4. INSTALL 4" PVC DOWNSPOUT EXTENSION @ 1% MINIMUM

SLOPE PER DETAIL B8 THIS SHEET.

5. 8" DUROSLOT DRAINAGE PIPE, SEE DETAIL D8 THIS SHEET.

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

CONCRETE

VALLEY GUTTER

EDGE OF ASPHALT

ASPHALT

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX. EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX.

EL: MATCH EX. EL: MATCH EX.

UNDERGROUND

UTILITY

COMPACTED BACKFILL, SEE

SPECIFICATION 31 20 00 FOR

COMPACTION REQUIREMENTS

FINISHED SURFACE VARIES, SEE PLANS

COMPACTED BEDDING PER

SPECIFICATION 31 20 00

6"

MIN.

6" MIN.

6" MIN.

PER PLANS

DRAINAGE RUN - 1

GENERAL NOTES:

1. BACKFILL DESIGN MAY BE USED FOR LIGHT TO

MODERATE TRAFFIC LOADS

2. CONCRETE BACKFILL SHOULD EXTEND DOWNWARD

TO AT LEAST THE SPRING LINE OF THE PIPE.

3. 4 ROWS OF #4 BARS, EQUAL SPACING AS SHOWN.

8" RECESS INTO

FINISHED PAVEMENT

4000 PSI CONCRETE

PER SPECIFICATIONS

ALUMINUM SLOT

RISER WITH OPTIONAL

STEEL GRATING

8" ADS N-12 HDPE

DUROSLOT OR

APPROVED EQUAL

UNDISTURBED

SUBGRADE

6"

MIN.

48"

1/4" RADIUS TYP.

1 : 12 1 : 12

8"

6" SUMP

8" ADS DUROSLOT OR

APPROVED EQUAL

12" NYLOPLAST DRAIN BASIN

NYLOPLAST 12" DUCTILE IRON

FRAME & GRATE OR APPROVED EQUAL

VARIES

DUROSLOT DUROSLOT

6" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

6"

MAINTENANCE BUILDING

DRAINAGE PIPE

GRATED INLET

ASPHALT PAVING

REBAR PER DETAIL F8/C-402

CONNECT TO

EXISTING MANHOLE

NYLOPLAST 12" DUCTILE IRON

FRAME & GRATE OR APPROVED EQUAL

ELEVATION

PLAN

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

6"

MIN.

18" MIN.

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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12"CPP

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6"CPP

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NTS

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UTILITY TRENCH

AutoCAD SHX Text B8

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NTS

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GRATED INLET

AutoCAD SHX Text E8

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DUROSLOT (OR APPROVED EQUAL)

D8

L=20.526

CD=N64° 59' 56"E

CL=20.34

R=44.50

N51° 47' 05"E 7.31'

L=20.184

CD=N40° 13' 13"E

CL=20.05

R=50.00N28° 39' 22"E

294.10'

L=30.032

CD=N20° 03' 09"E

CL=29.92

R=100.00

N11° 26' 56"E 36.89'

81080980

0799798

10.71%

-0.64% -1.75%

-5.66%

-8.29%

ENLARGED SITE PLAN, GRADING

PLAN & PROFILE - SPOILS ROAD

PAVING

C-405

0 20 40

1 INCH = 20 FEET

JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

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

9.

.0

0'

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

VALLEY GUTTER

EDGE OF ASPHLAT

ASPHALT

1. NEW ASPHALT ROADWAY, SEE DETAIL E9 AND GENERAL

NOTES THIS SHEET THIS SHEET.

6" SCARIFY AND COMPACT

SUBGRADE PER

SPECIFICATIONS

2" SURFACE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

6" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

TACK COAT BETWEEN LIFTS

PER SPECIFICATION 32 12 16 PRIME COAT PER SPECIFICATION

32 12 16

9' TO 12'

9.

2" BASE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

EXISTING GRADE

PROPOSED GRADE

GENERAL NOTES:

1. ROADWAY SHALL SLOPE TOWARD THE EXISTING

BURIAL SECTION.

2%

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

AutoCAD SHX Text

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

AutoCAD SHX Text

SSMH 3 RIM: NOT FOUND COVERED WITH GRAVEL ROAD

AutoCAD SHX Text

AutoCAD SHX Text 809.37

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BORE

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SCALE: NTS

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TYPICAL ROADWAY CROSS SECTION

E9

DETAILS - SITE

C-501

JVSF

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 FILLER

WITH SEALANT

GENERAL NOTES:

1. JOINT SHALL BE TOOLED.

2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

#4 REBAR

CONTINUOUS

PAINT AND GREASE

END OF DOWELS

SMOOTH DOWEL 58" DIA.

@ 18" O.C.

TOOLED JOINT WITH 14" R

GENERAL NOTES:

1. INSTALL MASON SAND ON

TOP OF SEALANT BEFORE

SEALANT CURES.

2. ALL EXPANSION JOINTS ARE

TO HAVE A 1/4" TOOLED

RADIUS.

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

1/4" R

PAINT AND GREASE

END OF DOWELS

SMOOTH

DOWEL 58" DIA.

5" 5"

GENERAL NOTES:

1. ALL CONSTRUCTION

JOINTS ARE TO HAVE A

1/4" TOOLED RADIUS.

1/4" R

SLOPE TOP OF CONCRETE

2% AWAY FROM POST

4000 P.S.I.

P.C. CONCRETE

2" GALVANIZED STEEL

SIGN POST

1'-6"

2'

6' -8

M

IN

5' B

ET

W

EE

N

W

AL

L

AN

D

ST

R

IP

IN

GCONCRETE

WHEEL STOP

18" MIN. EMBEDMENT

12"

4" TRAFFIC YELLOW

BOLLARD FILLED WITH

CONCRETE.

11'-0" 6'-0"

ACCESSIBLE PARKING SIGN (MESSAGE

LAYOUT B) PER NCA DESIGN GUIDE

PG18-10 DESIGN MANUAL

10" MINIMUM HEIGHT

TEXT SHALL BE 2" TALL.

GRAPHICS SHALL BE SURFACE APPLIED VINYL

TEXT: WHITE

BACKGROUND: HANDICAP BLUE

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CONTRACTION JOINT (TYP.)

AutoCAD SHX Text C2

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

EXPANSION JOINT (TYP.)

AutoCAD SHX Text B2

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CONSTRUCTION JOINT (TYP.)

AutoCAD SHX Text E2

AutoCAD SHX Text

RESERVED PARKING SIGN

AutoCAD SHX Text

PAINTED SYMBOL AND LINES PER

AutoCAD SHX Text

LOCAL/STATE REQUIREMENTS.

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

GROUND/PAVING

AutoCAD SHX Text Van Accessible

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ACCESSIBLE PARKING AND SIGNAGE

AutoCAD SHX Text B5

AutoCAD SHX Text 4-1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 9"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 5"

AutoCAD SHX Text 2-1/8"

AutoCAD SHX Text 2-7/8"

AutoCAD SHX Text

2-1"%%C HOLES

AutoCAD SHX Text 5"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 9"

AutoCAD SHX Text

SEAL 1/2" DEEP

AutoCAD SHX Text

HOLE W/ MORTAR

AutoCAD SHX Text

2-#3 REBARS

AutoCAD SHX Text

#6 REBARS @ 2'-6"

AutoCAD SHX Text

LONG

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CONCRETE WHEEL STOP

B8

NOTE:

1. SEE FLOWER WATERING STATION DETAILS

FOR OVERALL POST HEIGHT AND

LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS

FOR CAST-IN-PLACE PVC CONDUIT SIZES

AND LOCATION TO ACCEPT WATER SPIGOT

PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO CASTING IN POST

CL 5'-

0"

EXISTING VALVE BOX WITH

PRESSURE REDUCER

FLOWER VASE

STORAGE

RECEPTACLE

TRASH RECEPTACLE

5" THICK REINFORCED 4,000

P.S.I. CONC. PAD W/ 1/4"

RADIUS @ EDGE, TYP; MED.

BROOM FINISH; RUB OUT

ALL SURFACE TOOL MARKS

2'- 6"

2'-112" 2'-112"

M

AT

CH

E

XI

ST

IN

G

2' M

IN

IM

UM

SAW CUT CONTROL

JOINT

#5 BARS TIED

TOGETHER, TYP.

2% SLOPE

PLAN VIEW

EXISTING

ASPHLAT

3/8" PEX A TUBING

WITHIN 1 1/2" SCHED. 40

PVC PIPE SLEEVING.

CL

8'-6"

2'-112"

4'-3"

DECORATIVE STONE,

WASHED ROUNDED

GRAVEL. MATCH

ROUNDED GRAVEL AT

COLUMBARIUM

2'- 93 4"

9" 9"

1'- 61 4"

CL

4'- 4"

2'- 0"

FLORAL

REGULATIONS

SIGN

7"

2'-

1/ 8"

1'- 93 4"

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

TRASH RECEPTACLE

PERSPECTIVE

SEE SPECIFICATIONS FOR TRASH

AND FLOWER VASE

RECEPTACLES

STEEL CONVEX

TOP LID

SPECIAL HINGED LID - SEE LID

PLAN VIEW

HANDLE

HANDLE

3/4" SQUARE HOLE

FOR ANCHOR BOLT

SEE SPECIFICATIONS

1'- 7"

TUBULAR ALUMINUM POST,

4"X4"X1

8" THICK; POWDER

COATED FINISH, SEE

SPECIFICATIONS. COLOR

MATTHEWS NO. MP07458

(CUSTOM COLOR)

CUSTOM ALUMINUM POST CAP

STAINLESS STEEL, FLUSH

HEAD, TAMPER RESISTANT

POST CAP FASTENER. COATED

TO MATCH POST. ATTACHED

ON BACK SIDE OF POST,

LEAST VISIBLE TO THE PUBLIC.

6"

4'- 6" 4'-

0"

1'-2" DIA.

TYP.

PROVIDE (2) #3 DOWELS

PER FOOTING, TYP.

EXPANSION JOINT

AND SEALANT

AROUND POSTS, TYP.

4,000 PSI (MIN.) CONCRETE

POST FOOTING

DRAINAGE STONE WRAPPED

IN FILTER FABRIC, TYP.

SIGN PANEL ANCHOR.

STAINLESS STEEL EXTRA-WIDE

ROUNDED HEAD DRILLING

SCREW PER SIGN MFR'S

RECOMMENDATIONS. SIGN

PANELS SHALL HAVE

PRE-PUNCHED ANCHOR HOLES

(3/8" DIA.) TYP.

FLORAL POLICY SIGN PANEL.

0.08" ALUMINUM. BASIS OF

DESIGN SMARTSIGN

#MPS-532271, 800-952-1457

ITEMS NOT PERMITED SIGN

PANEL. 0.08" ALUMINUM. BASIS

OF DESIGN SMARTSIGN

#MPS-603594, 800-952-1457

2" 2"

2'- 0"

2'- 0"

2'- 8"

7'- 0"

3"

3"

11 2" T

YP

R1"

R11 2 "

REINF. CONC. PVMT.

5"

TYP.

TOPSOIL/

LAWN

2'-6" DIA.

SUMP PIT

1'- 0"

2'- 4"

1'- 4"

2'- 0"

5"

CL

CL

(2) 1 1/2" SCH40 PVC PIPE ELBOW

CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

DECORATIVE STONE; 3/8" DIA.

WASHED, ROUNDED GRAVEL -

4" DEPTH

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

3/8" PEX TUBING, TYP.; 1% SLOPE

TO CURB STOP VALVE WITH DRAIN

ARCHITECTURAL PRE-CAST

CONC. POST (7-1/2" SQ.) W/ 1"

CHAMFER AT ALL EXPOSED

CORNERS AND 3/8" RECESSED

AREA ALL SIDES; FINISH AND

COLOR AS SPECIFIED

1 1/2" SCH40 PVC PIPE ELBOW CAST

INTO ARCHITECTURAL PRE-CAST

CONC. POST

3'- 0"

M

IN

(2) 1 1/2" SCH40 PVC PIPE

CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

COMPACTED SUBGRADE

ADA COMPLIANT WATER

SPIGOT (SEE SPECS)

SECTION A - A'

PVC

SLEEVE

AND PEX

A TUBING

SUMP PIT WRAPPED WITH

NON-WOVEN GEOTEXTILE FABRIC

ON SIDES AND BOTTOM; AASHTO

#57 WASHED STONE COMPACTED

TO 95% PROCTOR DENSITY

6"

#5 BAR; 2"

CLR. MIN.

ALL SIDES,

TYP.

1"

FLORAL

REGULATIONS

SIGN

ANCHOR RECEPTACLES W/

STAINLESS STEEL

EXPANSION SHIELDS &

BOLTS PER

MANUFACTURER'S

SPECIFICATIONS

TOPSOIL/LAWN

2'- 4"

3'- 1"

M

IN

"DO NOT DRINK"

SIGN; (3) SIDES

WATER SPIGOT, SEE

SPECIFICATIONS

1'-

ARCHITECTURAL PRE-CAST CONC.

POST (8" SQ.) W/ 1" CHAMFER AT

ALL EXPOSED CORNERS ; FINISH

AND COLOR AS SPECIFIED

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; DRAINAGE FILL AGGREGATE

COMPACTED TO 95% RD (SEE

SPECIFICATIONS)

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

1'- 9"

3/8" DIA. DECORATIVE STONE, WASHED ROUNDED

GRAVEL DRAINAGE FILL - 4" DEPTH; GRAVEL PIT

WRAPPED WITH NON-WOVEN GEOTEXTILE FABRIC

ON SIDES AND BOTTOM. MATCH ROUNDED GRAVEL

AT COLUMBARIUM

1'- 8"

CL

VASE CONTAINER

STORAGE RECEPTACLE

TRASH

RECEPTACLE

B8 C-502

2'-6" DIA.

SUMP PIT

NOTES:

1. DRILL (4) 38" DIAMETER

HOLES IN BOTTOM OF

PLASTIC

RECEPTACLES FOR

WATER DRAINAGE.

2. PROVIDE SAMPLE OF

SPIGOT POST FOR

APPROVAL.

1'-4" DIA.

5" M

IN

6" M

IN

R1 4"

TY

P.

1'- 0"

1'-0" 1'-0"

FRONT ELEVATION (VIEW FROM ROADWAY)

3"

5"

TYP.

#5 BAR; 2" CLR. MIN. ALL SIDES, TYP.

REINFORCED 4,000 PSI.

CONCRETE, TYP.

6"x6"x6" GALV. WOVEN WIRE

MESH (2" CLR.), TYP.

B8 C-502

A

A'

FLORAL REGULATIONS

SIGN POST BEHIND

SPIGOT POST

B8 C-502

5/16"Ø HOLES TO RECEIVE

1/4"Ø X 1-1/2" SS

TAMPER-PROOF SCREWS

WITH EXPANSION SHIELDS

SCREWS, COLOR OF

SCREWS TO MATCH PANEL,

TYP.

4"

1'- 33 4"

1 2"

R1 78 "

1/8" THICK ALUMINUM

SIGN PANEL; (COLOR

MP07458 - CAST

BRONZE)

11 4" 3"

3 4"

REFLECTIVE COLOR MP55153

"TRAFFIC SIGN RED" EQUAL TO

ENGINEER GRADE 3M

REFLECTIVE COLOR MP32071

"WHITE WONDER" EQUAL TO

ENGINEER GRADE 3M;

HELVETICA BOLD FONT

REFLECTIVE COLOR MP32071

"WHITE WONDER" EQUAL TO

ENGINEER GRADE 3M3 4"1 4"

3 4"

1 4"

3 4"

DETAILS - FLOWER WATER

STATION

C-502

JVSF

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

COLOR PMS 3308

COLOR PMS 3308

COLOR PMS 186

COLOR PMS 3308

6" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

AutoCAD SHX Text Trash

AutoCAD SHX Text Flower Vases

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DO

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NOT

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DRINK

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DO

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NOT

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DRINK

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FLOWER WATERING STATION

AutoCAD SHX Text D5

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DO NOT DRINK SIGN

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FLORAL REGULATIONS SIGN

B8

2"

1/4"Ø X 1-3/4" SS TAMPER PROOF PAN HEAD

SCREW & S.S. PRECAST CONCRETE INSERT

ARCHITECTURAL

PRE-CAST POST

1-1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

3" X 4-3/4" X 3/16" THICK BRASS FACE

PLATE; FINISH TO MATCH WATER

SPIGOT

1/4"Ø X 1-1/2" SS TAMPER PROOF PAN

HEAD SCREW & S.S. PRECAST CONCRETE

INSERT, COLOR OF SCREW HEADS TO

MATCH PANEL, TYP.

CL

4"

1" TY

P.

1"

TYP.

5"

CL

OF ELBOW

SELF CLOSING WATER

SPIGOT W/ ADA

COMPLIANT HANDLE

AND 1/2" NPT INLET;

SMOOTH BRASS FINISH;

SEE SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS NEEDED TO

TIGHTLY SECURE BRASS FACEPLATE TO

THE SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

3/8" PEX TO 1/2" FNPT PUSH-TO-CONNECT

FEMALE ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

1-1/2" SCH40 PVC DWV 90 DEGREE

ELBOW CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

1-1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

NOTE:

SPIGOT, WHEN FULLY OPENED SHALL DELIVER A

FLOW OF BETWEEN 0.5 GPM AND 1.5 GPM. THIS

PERFORMANCE CRITERIA SHALL SUPERSEDE

ALL OTHER REQUIREMENTS AND CONTRACTOR

SHALL PROVIDE AND/OR MODIFY THE

EQUIPMENT INDICATED OR DESCRIBED AS

REQUIRED TO ACHIEVE THIS PERFORMANCE

DURING THE FINAL ACCEPTANCE TESTING, AT

NO ADDITIONAL COST TO THE OWNER.

COMPLETE DETAILS OF THE CONTRACTOR'S

MEANS AND METHODS FOR ACHIEVING THIS

RESULT SHALL BE PROVIDED AS PART OF THE

REQUIRED SUBMITTAL MATERIALS FOR THIS

WORK.

3/4"Ø GARDEN HOSE THREADS

WATER SPIGOT ASSEMBLY

ENLARGED PLAN

71 2"

SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE; SMOOTH BRASS

FINISH; SEE SPECIFICATIONS

1/4"Ø X 1-3/4" SS TAMPER

PROOF PAN HEAD SCREW, TYP.

3/8" PEX TO 1/2" FNPT

PUSH-TO-CONNECT FEMALE

ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

ARCHITECTURAL

PRE-CAST POST

1-1/2" SCH40 PVC PIPE CAST

INTO ARCHITECTURAL

PRE-CAST POST; CAST

FLUSH WITH FACE OF POST

C

1-1/2" SCH40 PVC DWV 90

DEGREE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST

CONC. POST

L

2"

3/8" PEX A TUBING

NOTE:

1. PRIME AND CEMENT ALL PVC CONNECTIONS

PRIOR TO CASTING IN ARCHITECTURAL

PRE-CAST POST

2. ENSURE FAUCET AND PIPING ARE SECURE

WITH NO VERTICAL OR HORIZONTAL

MOVEMENT OF THE SPIGOT WITHIN THE POST

1" M

IN

4" 33

4"

2"

TYP.

2"

TYP.

3 8"

TY

P.

1" TY

P.

1"

TYP.

4" 21

4"

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS

NEEDED TO TIGHTLY SECURE

BRASS FACEPLATE TO THE

SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

1 1/2" SCH40 PVC PIPE RUN

INTO VALVE BOX

2-1/2" X 4" X 3/16" THICK

BRASS FACE PLATE WITH

SMOOTH EASED EDGES;

FINISH TO MATCH WATER

SPIGOT

E8 C-503

3"

4"

CL CL CL

CL

R 7 16

R 316 "R

BRASS PLATE; 1/8"

BEVEL ALL SIDES, TYP.

11 2" SCREW

OPENING SPIGOT

OPENING

SCREW

OPENING

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

DE

S

71 2"

ALUMINUM SIGN

PANEL (3 SIDES)

1/4"Ø X 1-1/2" BRASS

TAMPER PROOF PAN HEAD

SCREW & BRASS PRECAST

CONCRETE INSERT,

COLOR OF SCREW HEADS

TO MATCH PANEL, TYP.

ARCHITECTURAL

PRE-CAST POST

SECTION

WATER SPIGOT ABOVE

CAST-IN-PLACE PVC

CONDUIT TO ACCEPT

PLUMBING CONNECTIONS

33 4"

TY

P.

4"

TYP.

33 4"

1 8" T

YP

CL

2"

1"

2" 6' LONG, MIN.

ARCHITECTURAL

PRE-CAST POST WITH

1" CHAMFER ON ALL

SIDES & TOP; LIGHT

SANDBLAST FINISH;

SEE ELEVATION

TOP ELEVATION

4"

8" 1

8" 8" 5

8" 1"1"

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

DE

S

71 2"

(4) #3 EQUALLY

SPACED REBAR; 3/4"

MIN. CLEARANCE

FROM ALL EDGES

AND INTERAL

CASTINGS

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

SECTION

PVC CONDUIT

CAST-IN-PLACE TO

ACCEPT PLUMBING

CONNECTIONS

CL

OF PIPE

4" 33

4"

NOTE:

1. SEE FLOWER WATERING STATION DETAILS FOR OVERALL POST

HEIGHT, 3/8" RECESS HEIGHT AND LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS FOR CAST-IN-PLACE PVC

CONDUIT SIZES AND LOCATION TO ACCEPT WATER SPIGOT PLUMBING

CONNECTIONS

3. PRIME AND CEMENT ALL PVC CONNECTIONS PRIOR TO CASTING IN

POST

2"

16"

3/8" RECESS

(BELOW);

ALL SIDES; SEE

ELEVATIONS

ARCHITECTURAL

PRE-CAST POST; LIGHT

SANDBLAST FINISH

PLAN VIEW

4"

3"

NOTES:

1. CUSTOM FABRICATE

2. REMOVE SHARP EDGES.

3. PLASTIC / WHITE NEOPRENE

GASKETS BETWEEN DISSIMILAR

METALS.

4. CLEAR COAT APPLIED TO

BRASS FACE PLATE AND HAWS

SPIGOT.

DETAILS - FLOWER WATER

STATION

C-503

JVSF

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

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/19/2024

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PRECAST POST

AutoCAD SHX Text B5

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FLOWER WATERING STATION WATER SPIGOT POST ASSEMBLY

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BRASS FACEPLATE

E8