Drawings 1-3.pdf
PDF 3 MB Posted
- Solicitation number
- 36C78624B0045
About this file
This document is a set of construction drawings and plans for correcting facility condition assessment (FCA) deficiencies at the Lebanon National Cemetery. The key details are:
The project involves demolition and new construction work on the administration building, maintenance buildings, and committal shelter at the Lebanon National Cemetery in Kentucky. The work includes site work, utilities, landscaping, and hazardous materials abatement. The contract opportunity solicitation number is 36C78624B0045, with a site visit on October 15 and RFI questions due on November 8. The bid due date and opening have not been provided. The Department of Veterans Affairs National Cemetery Administration is the federal agency leading this project. No other details about set asides, pricing, incumbents, or other contract specifics are included in the document.
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Other files
| File | Type | Posted |
|---|---|---|
| Wage Determination.pdf | ||
| Bid Documents Ammended Drawings 11-01-24.pdf | ||
| 36C78624B0045 0002.docx | DOCX document | |
| Bid Documents Ammended Drawings.pdf | ||
| site visit sign in sheet.pdf | ||
| 36C78624B0045 0001.docx | DOCX document | |
| IFB-36C78624B0045_.docx | DOCX document | |
| Drawings 56-84.pdf | ||
| Lebanon NC Combined Specifications 2 of 2.pdf | ||
| Drawings 30-55.pdf | ||
| Drawings 4-14.pdf | ||
| 36C78624B0045_1.docx | DOCX document | |
| Lebanon NC Combined Specifications 1 of 2.pdf | ||
| Drawings 15-29.pdf |
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Text version
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
SITE LOCATION MAP
SCALE: NTS
SITE LOCATION AND ACCESS MAP
SCALE: NTS
PROJECT TEAM
FIRM PANEL
SCALE: NTS
COVERSHEET
N
SHEET INDEX
SHEET
NO.
DRAWING
NO. SHEET TITLE
1 G-001 COVERSHEET
DEPARTMENT OF VETERANS AFFAIRS
LEBANON NATIONAL CEMETERY
CORRECT CEMETERY FACILITY CONDITION ASSESSMENT (FCA) DEFICIENCIES
NCA PROJECT NO. 856CM3012
20 HWY 208, LEBANON, KY 40033
N
STANDARDS OF CONDUCT
1. THE NATIONAL CEMETERY ADMINISTRATION HONORS VETERANS WITH A FINAL RESTING PLACE AND LASTING MEMORIALS THAT COMMEMORATE THEIR SERVICE TO OUR NATION. NATIONAL CEMETERIES ARE NATIONAL SHRINES. THE STANDARDS OF WORK, APPEARANCE, AND PROCEDURES PERFORMED BY THE CONTRACTOR AT THE CEMETERY SHALL REFLECT THIS NATIONS CONCERN FOR THOSE INTERRED THERE.
DUE TO THE SENSITIVE MISSION OF THE CEMETERY, CONTRACTOR PERSONNEL MUST EXERCISE AND
EXHIBIT ABSOLUTE DECORUM, COMPOSURE, AND STABILITY AT ALL TIMES.
2. THE BURIAL ACTIVITIES AT A NATIONAL CEMETERY SHALL TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COOPERATE AND COORDINATE WITH THE CEMETERY DIRECTOR IN ARRANGING CONSTRUCTION SCHEDULE ACTIVITIES TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES IN ACTUAL BURIAL AREAS. CONSTRUCTION NOISE DURING THE INTERMENT SERVICES SHALL NOT DISTURB THE SERVICE. TRUCKS AND WORKMEN SHALL NOT PASS THROUGH THE
SERVICE AREA DURING THIS PERIOD.
3. THE CONTRACTOR SHALL CEASE WORK OPERATIONS AS NECESSARY TO ENSURE THAT NO CONTRACT WORK CAUSES ANY FUNERAL, CEREMONY, PROCESSION OR VISITATION BE DELAYED, ALTERED, OR OTHERWISE IMPACTED IN SUCH A WAY THAT THE DIGNITY, SERENITY OR SECURITY OF THE EVENT IS
COMPROMISED.
4. THE CONTRACTOR IS REQUIRED TO DISCONTINUE HIS WORK SUFFICIENTLY IN ADVANCE OF EASTER SUNDAY, MOTHER'S DAY, FATHER'S DAY, MEMORIAL DAY, VETERAN'S DAY AND FEDERAL HOLIDAYS, TO PERMIT THE CONTRACTOR TO CLEAN UP ALL AREAS OF OPERATION ADJACENT TO EXISTING BURIAL PLOTS BEFORE THESE DATES. CLEANING UP SHALL INCLUDE THE REMOVAL OF ALL EQUIPMENT, TOOLS, MATERIALS AND DEBRIS AND LEAVING THE AREAS IN A CLEAN, NEAT CONDITION.
5. WORKMEN ARE SUBJECT TO RULES OF THE CEMETERY APPLICABLE TO THEIR CONDUCT. WHILE ON SITE AT THE NATIONAL CEMETERY, CONTRACTOR PERSONNEL SHALL BE REQUIRED TO ADHERE TO THE
FOLLOWING STANDARDS OF DRESS AND CONDUCT WHILE PERFORMING WORK IN THE NATIONAL
CEMETERY. THESE STANDARDS AND REGULATIONS ARE ENFORCEABLE UNDER TITLE 38, U.S.C., SECTION 218.
6. CONTRACTOR PERSONNEL APPEARANCE AND CONDUCT SHALL BE PROFESSIONAL AND UNOBTRUSIVE AT
ALL TIMES. SHIRTS AND FULL LENGTH PANTS MUST BE WORN AT ALL TIMES.
7. SMOKING IS NOT ALLOWED IN ANY BUILDING AT THE NATIONAL CEMETERY.
8. THE PLAYING OF RADIOS, CASSETTE RECORDERS, ETC., IS PROHIBITED ON SITE OR IN BUILDINGS. THE CONTRACTOR'S WORK FORCE IS GOVERNED BY THE SAME RULES GOVERNING CEMETERY EMPLOYEES.
ALL INDIVIDUALS FAILING TO COMPLY WILL BE REMOVED FROM THE SITE.
9. SEXUAL HARASSMENT WILL NOT BE TOLERATED AND THE OFFENDING INDIVIDUAL(S) WILL BE REMOVED
FROM THE SITE.
10. CONTRACTOR PERSONNEL SHALL NOT SLEEP ON CEMETERY GROUNDS, SIT OR STAND ON INSTALLED
GRAVE MARKERS, OR PUT, PLACE OR LEAN EQUIPMENT OR MATERIALS ON GRAVE MARKERS.
11. QUESTIONS FROM CEMETERY VISITORS SHALL BE POLITELY REFERRED OR DIRECTED TO CEMETERY
PERSONNEL.
12. THE CONTRACTOR SHALL ENSURE THAT ALL EMPLOYEES BEHAVE WITH APPROPRIATE DECORUM, COURTESY, AND RESPECT WHILE WITHIN THE CEMETERY OR AT ITS PERIMETER OR ENTRANCES.
SHOUTING, CURSING, ANGRY OUTBURSTS, SLEEPING, INTOXICATION, UNSAFE DRIVING OF PRIVATE OR COMPANY VEHICLES, AND VIOLENCE OR CRIMINAL ACTS OF ANY KIND WILL NOT BE TOLERATED AND IS
CAUSE FOR IMMEDIATE REMOVAL FROM THE CEMETERY.
13. THE CONTRACTOR AND SUBCONTRACTORS WILL NOT FUEL EQUIPMENT IN GRASS/TURF AREAS.
PETROLEUM BASED PRODUCTS WILL DAMAGE THE GRASS/TURF. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH REMOVING ANY CONTAMINATED SOIL AS A RESULT OF FUELING IN GRASS/TURF AREAS
AND SHALL RESOD THE AREA.
1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY ABBIE JONES. THE GENERAL
CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.
2. THE BASIS OF BEARINGS FOR THE SURVEY IS THE KYCORS STATE PLANE COORDINATES, KY SINGLE
DATUM, US SURVEY FOOT, GRID DISTANCES, NAD83.
3. LEBANON NATIONAL CEMETERY IS LOCATED IN ZONE X "AREA OF MINIMAL FLOODING" PER FEMA FLOOD
MAP 21155C0170D EFFECTIVE DATE MAY 23, 2023.
4. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREIN ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO
PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY
THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
CEMETERY DIRECTOR. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK
OPERATIONS.
6. THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO
BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)
7. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED WORK. THIS INCLUDES
STAGING AREA AND LAYDOWN AREAS.
8. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL
APPROVAL.
9. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK.
11. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.
12. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO
IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.
13. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TO PERFORMING ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING APPROVAL ALL WELDS SHALL BE PERFORMED IN
ACCORDANCE WITH THE APPROVED PLAN. WELDING PLAN SHALL LIST CERTIFIED WELDERS THE
CONTRACTOR INTENDS TO USE.
14. CONTRACTOR SHALL PREPARE AND SUBMIT A HAZARDOUS ABATEMENT PLAN TO THE COR PRIOR TO
PERFORMING ANY ABATEMENT. FOLLOWING APPROVAL ALL ABATEMENT SHALL BE PERFORMED IN
ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. ABATEMENT PLAN SHALL LIST THE
CERTIFIED CONTRACTOR.
GENERAL NOTES
ARCHITECT / ENGINEER
VALI COOPER INTERNATIONAL, LLC
CONTACT: SEAN FITZPATRICK
SEAN@VALIINT.COM
504-684-4408
SURVEYOR
ABBIE-JONES
CONTACT: ABBIE JONES
ABBIE@ABBIE-JONES.COM
859-396-3866
VA COR
CONTACT: BOB GRIFFIN
BOBBIE.GRIFFIN@VA.GOV
470-998-1497
ELECTRICAL ENGINEER
IMEG
CONTACT: MATT SNYDER
MATTHEW.D.SNYDER@IMEGCORP.COM
309-793-34304
N
G-101
V-101
C-401
CONSTRUCTION ACCESS, STAGING & FENCING PLAN
CD101
TOPOGRAPHICAL SURVEY
DEMOLITION PLAN
ENLARGED SITE PLAN - STONE WALL REPAIR & ADA PARKING
ED102
ADMIN BLDG DEMOLITION PLANS - ELECRICAL
EROSION AND SEDIMENTATION CONTROL PLAN
AD101 ADMINISTRATION BUILDING DEMOLITION FLOOR PLANS
A-101 ADMINISTRATION BUILDING NEW WORK FLOOR PLANS
GC101
ED103
LEBANON NC
AD201
A-401
AD102
AD103
A-102
ADMINISTRATION BUILDING REFLECTED CEILING PLANS
ADMINISTRATION BUILDING DEMO ELEVATIONS
ADMINISTRATION BUILDING ENLARGED VIEWS
NEW MAINTENANCE BUILDING DEMO FLOOR PLANS
NEW MAINTENANCE BUILDING RCP & ROOF DEMO PLANS
E-001 ELECTRICAL GENERAL NOTES
C-501 DETAILS - SITE
C-403
C-402 ENLARGED SITE PLAN - MAINTENANCE YARD
ED101
LEBANON NC
METTS DR
NEW
C
ALV
ARY R
D
LEBANON NC
US ROUTE 68
INDUSTRIAL DR
ADAM HUGHES MEMORIAL HWY
FRANCIS MARION DR
G-001
GEOTECHNICAL
TERRACON
CONTACT: ISAAC HARDESTY
ISAAC.HARDESTY@TERRACON.COM
859-303-9014
HAZARDOUS MATERIALS
TERRACON
CONTACT: JOSHUA VOGEL
JOSHUA.VOGEL@TERRACON.COM
513-612-9002
V-401 ENLARGED - TOPOGRAPHICAL SURVEY
V-402 ENLARGED - TOPOGRAPHICAL SURVEY
V-403 ENLARGED - TOPOGRAPHICAL SURVEY
V-404 ENLARGED - TOPOGRAPHICAL SURVEY
V-405 ENLARGED - TOPOGRAPHICAL SURVEY
V-406 ENLARGED - TOPOGRAPHICAL SURVEY
V-407 ENLARGED - TOPOGRAPHICAL SURVEY
V-408 ENLARGED - TOPOGRAPHICAL SURVEY
V-409 ENLARGED - TOPOGRAPHICAL SURVEY
V-410 ENLARGED - TOPOGRAPHICAL SURVEY
V-411 ENLARGED - TOPOGRAPHICAL SURVEY
ENLARGED GRADING PLAN & PROFILES - MAINTENANCE YARD
HD101 HAZARDOUS MATERIALS & MOLD ABATEMENT PLAN
OLD MAINT. BLDG DEMOLITION PLANS - ELECTRICAL
ED104 COMMITTAL SHELTER DEMOLITION PLANS - ELECTRICAL
E-102
ADMIN BLDG PLANS - ELECRICAL
NEW MAINT. BLDG PLANS - ELECTRICALE-103
E-101
OLD MAINT. BLDG PLANS - ELECTRICALE-104
COMMITTAL SHELTER PLANS - ELECTRICAL
E-502 TECHNOLOGY DETAILS
E-601 ELECTRICAL SCHEDULES
A-103 NEW MAINTENANCE BUILDING NEW WORK FLOOR PLANS
A-104 NEW MAINTENANCE BUILDING RCP & ROOF NEW WORK PLANS
AD202 NEW MAINTENANCE BUILDING DEMO ELEVATIONS
A-201 NEW MAINTENANCE BUILDING NEW WORK ELEVATIONS
AD104
OLD MAINTENANCE BUILDING DEMO FLOOR PLANS
A-105 OLD MAINTENANCE BUILDING NEW WORK FLOOR PLANS
AD203 OLD MAINTENANCE BUILDING DEMO ELEVATIONS
COMMITTAL SHELTER FLOOR PLANS
A-202 COMMITTAL SHELTER ELEVATIONS
A-106 COMMITTAL SHELTER FLOOR PLANS
M-001 MECHANICAL SYMBOLS & ABBREVIATIONS
MD101 MECHANICAL & PLUMBING DEMO PLANS
MD102 MECHANICAL & PLUMBING DEMO PLANS
M-501 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
C-101 SITE PLAN
A-001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS
A-901 ARCHITECTURAL RENDERINGS
A-501 ARCHITECTURAL DETAILS
A-601 ARCHITECTURAL SCHEDULE
M-101 MECHANICAL & PLUMBING FLOOR PLANS
M-102 MECHANICAL & PLUMBING FLOOR PLANS
HD401 HAZARDOUS MATERIALS ABATEMENT - ADMINISTRATION BUILDING
HD402 HAZARDOUS MATERIALS ABATEMENT - OLD MAINTENANCE BUILDING
C-404
ENLARGED SITE PLAN, GRADING PLAN & PROFILES - SPOILS ROAD
CD401 ENLARGED - DEMOLITION PLAN
ADMIN BLDG PLANS - ELECRICAL
E-105
ROOF NEW MAINT BLDG - ELECTRICALE-106
E-501 ELECTRICAL DETAILS
E-602 TECHNOLOGY SCHEDULES
M-002 PLUMBING SYMBOLS & ABBREVIATIONS
M-502 MECHANICAL DETAILS
M-503 PLUMBING DETAILS
A-503 SIGNAGE DETAILS
A-602 WINDOW & ROOM FINISH SCHEDULE
1. CONTRACTOR SHALL PROVIDE A DETAILED PHASING PLAN A MINIMUM OF THREE WEEKS IN ADVANCE TO ANY ROAD CLOSURES AND SHALL BE BE COORDINATED WITH THE CEMETERY DIRECTOR AND APPROVED
BY THE PM/COR PRIOR TO COMMENCING WORK AND SHALL INCLUDE THE FOLLOWING:
1.1. WORK/PHASE SEQUENCES
1.2. DETAILED SCHEDULE
1.3. ROAD CLOSURES
1.4. BUILDING CLOSURES
1.5. MAINTENANCE YARD CLOSURE
2. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO ALL BURIAL LOCATIONS AT ALL TIMES. ALL
DISRUPTIONS IN ACCESS ARE TO BE COORDINATED IN WRITING WITH THE NCA.
3. CONTRACTOR SHALL PROVIDE A TEMPORARY SHELTER FOR THE DURATION OF CONSTRUCTION
ACTIVITIES TAKING PLACE AT THE COMMITTAL SHELTER.
4. CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE OPERATIONAL PUBLIC RESTROOM AT THE CEMETERY
AT ALL TIMES.
PHASING & ROAD CLOSURES
C-502 DETAILS - FLOWER WATER STATION
C-503 DETAILS - FLOWER WATER STATION
AD105
ADMINISTRATION BUILDING DEMO REFLECTED CEILING PLANS
A-502 ARCHITECTURAL DETAILS
ENLARGED SITE PLAN - CONDUIT ROUTING
C-405
A-301 RAMP AND STAIR SECTIONS, ELEVATIONS & DETAILS
E-002 SITE - ELECTRICAL-NORTH
E-003 SITE - ELECTRICAL-SOUTH
E-503 TECHNOLOGY DETAILS
E-701 PANEL SCHEDULES
A-504 SIGNAGE DETAILS
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
7/19/2024
G-101
CONSTRUCTION ACCESS,
STAGING & FENCING PLAN
0 0 0
ON SAFETY
ZERO
Department of Veterans Affairs
PAINTED BORDER
MEMBER BLACK ENAMEL
2" X 4" FRAME AND BRACES
IN SAME PLANE
METAL FACE
STRETCH METAL FACE
TIGHT, TURN OVER FRAME
AND SECURE WITH FLAT
HEAD DEFORMED NAILS
LETTERING TO BE
HELVETICA STYLE 5"
HIGH
METAL FACE WHITE
ENAMEL
LETTERING TO BE
HELVETICA STYLE 3"
HIGH TO BE CENTERED
HORIZONTALLY
2" X 4" FRAME AND
BRACE IN BACK
LETTERING TO BE
HELVETICA STYLE 2" HIGH
TO BE CENTERED
HORIZONTALLY
LETTERING TO BE
HELVETICA STYLE 1-1/2"
HIGH TO BE CENTERED
HORIZONTALLY
4" X 4" POSTS
PAINTED WHITE
BORDER MEMBER
PAINTED BLACK
BACKGROUND TO BE
PAINTED WHITE
LETTERING TO BE
HELVETICA STYLE 1"
HIGH TO BE CENTERED
HORIZONTALLY
LETTERING TO BE
HELVETICA STYLE 1-1/2"
HIGH TO BE CENTERED
HORIZONTALLY
SURROUNDING BORDER TO
BE BLUE
CENTER TO BE WHITE
8'-8"
6'-6"
6"
1-1/2" 3" 5" 2" 5" 5" 3" 2"
1-1/2"
4'-0" MIN.
3"
6"
9"
6"
3" 2" 3"
6"
ALL LETTERING TO BE
PAINTED BLACK WITH
EXCEPTION OF PROJECT
TITLE WHICH IS TO BE BLUE
NOTE:
ANY SEAM IN METAL TO BE
FLAT SEAM - SEAMS TO BE
HORIZONTAL AND OCCUR
BETWEEN LINES OF
LETTERING.
SECTION ON CENTER
4'-0"
BRACING SEE
CONSTRUCTION SIGN
SECTION DETAIL
C7/A-509
3'-0"
VARIES
3'-0"
BLUE
BLUE OUTLINE WITH
WHITE INTERIOR
BLUE
WHITE
RED
RED
2"
2"
PROVIDE (3) SETS OF
REMOVABLE NUMERALS
PAINTED ON 1/8" TEMPERED
HARDBOARD
2"
1-3/4"
2"
WOOD STRIPS
BRACING
4" X 4" POST IF SIGN IS
INSTALLED ON GRADE
FIN. GRADE
SCALE: NTS
SAFETY SIGNC7
SCALE: NTS
PROJECT SIGNE7
VARIES;
AVERAGE 3'-0"
LEGEND AND SYMBOLS
CONSTRUCTION STAGING AREA
CONSTRUCTION FENCE
ACCESS / HAUL ROUTE
CONSTRUCTION
FENCING WITH
LOCKABLE 20'
ACCESS GATE
40' x 50'
CONSTRUCTION
STAGING AREA
JVSF
CONCRETE WASHOUT AREA
KEYED NOTES
1. CONCRETE WASHOUT AREA, SEE DETAIL F8/GC101.
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
ACCESS/HAUL
ROUTE
PROJECT SIGN; SEE
DETAIL E7 THIS SHEET
SAFETY SIGN; SEE
DETAIL C7 THIS SHEET
TEMPORARY OFFICE TRAILER NOTES:
1. ONE OFFICE TRAILER (500 SF MINIMUM) SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AT THE
ADMINISTRATION BUILDING.
1.1. TRAILER SHALL HAVE A MINIMUM OF TWO OFFICES WITH A COMMON SPACE.
1.2. TRAILER SHALL BE ABA ACCESSIBLE.
1.3. TRAILER SHALL HAVE A PRE-WIRED, DEDICATED ELECTRICAL PANEL.
1.4. TRAILER SHALL HAVE INTEGRATED HEATING AND COOLING.
1.5. CONTRACTOR SHALL PROVIDE POWER AND DATA TO THE TRAILER AT NO ADDITIONAL COST TO THE GOVERNMENT, SEE
ELECTRICAL PLANS.
1.6. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE TO SUPPORT THE TRAILERS FROM THE MAINTENANCE BUILDING
ELECTRICAL PANEL, SEE ELECTRICAL PLANS.
2. OFFICE TRAILER SHALL REMAIN UNTIL THE COMPLETION AND ACCEPTANCE OF THE ADMINISTRATION BUILDING.
3. CONTRACTOR SHALL ANCHOR THE TRAILER FOR HIGH WIND CONDITIONS PER MANUFACTURES RECOMMENDATIONS.
4. CONTRACTOR SHALL PROVIDE GROUNDING IN ACCORDANCE WITH NFPA 70 AND ALL GOVERNING CODES AND STANDARDS.
5. CONTRACTOR SHALL RELOCATE STAFF FURNITURE AND EQUIPMENT FROM THE EXISTING ADMINISTRATION BUILDING.
CONTRACTOR IS NOT RESPONSIBLE FOR THE SETUP OF COMPUTERS/ELECTRONICS.
6. CONTRACTOR SHALL REPAIR/RESTORE THE SITE TO THE ORIGINAL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO
LANDSCAPING REPAIR, ASPHALT REPAIR, SIDEWALK REPAIR & STRIPING.
500 SF MIN. TEMPORARY
OFFICE TRAILER, SEE
NOTES BELOW
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INEER
7/19/2024
AutoCAD SHX Text
CONTRACTOR'S NAME
AutoCAD SHX Text
THE LIFE YOU SAVE MAY BE YOUR OWN
AutoCAD SHX Text
WITHOUT A LOST TIME ACCIDENT
AutoCAD SHX Text
DAYS
AutoCAD SHX Text
HAS WORKED
AutoCAD SHX Text
THIS PROJECT
AutoCAD SHX Text in
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
VETERANS AFFAIRS
AutoCAD SHX Text
LEBANON NATIONAL CEMETERY
AutoCAD SHX Text
CORRECT CEMETERY FACILITY
AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.
AutoCAD SHX Text
GENERAL CONTRACTOR: : NAME: LOCATION:
AutoCAD SHX Text
ARCHITECT/ENGINEER: : NAME: LOCATION:
AutoCAD SHX Text
CONDITION ASSESSMENT DEFICIENCIES
N E
W C
A
LV
A R
Y R
D
K Y
8)
FRANCIS MARION DRIVE
METTS DRIVE
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)
N E
W C
A
LV
A R
Y R
D
K Y
8)
FRANCIS MARION DRIVE
101 102
103 104
6 107
108 109
SURVEY NOTES:
LAND SURVEYOR'S CERTIFICATION:
LEGEND:
UTILITY OWNERS & AVAILABILITY:UTILITY OWNERS & AVAILABILITY:
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
V-101
TOPOGRAPHICAL SURVEY
JVSF
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
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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
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'
AutoCAD SHX Text 41.3'
AutoCAD SHX Text 30.7'
AutoCAD SHX Text 27.4'
AutoCAD SHX Text 8.8'
AutoCAD SHX Text 6.2'
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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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 22
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SECTION 22
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SECTION 22
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SECTION 17
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SECTION 15
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SECTION 15
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SECTION 15
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SECTION 15
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SECTION 15
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SECTION 15
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SECTION 11
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SECTION 12
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SECTION 14
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SECTION 13
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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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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'' 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
AutoCAD SHX Text 4''
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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
AutoCAD SHX Text 806.35
AutoCAD SHX Text 806.36
AutoCAD SHX Text 800.25
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FFE
AutoCAD SHX Text 806.30
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FFE
AutoCAD SHX Text 806.29
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FFE
AutoCAD SHX Text 806.31
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FFE
AutoCAD SHX Text 806.31
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FFE
AutoCAD SHX Text 806.30
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FFE
AutoCAD SHX Text 806.29
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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
AutoCAD SHX Text 798.22
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FFE
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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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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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DRAIN FIELD
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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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TRENCH DRAIN
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MAILBOX
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18"CPP
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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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GRASS
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GRASS
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GRASS
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GRASS
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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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OUTLET NOT VISIBLE
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CONCRETE
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CONCRETE
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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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STONE WALL
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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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ASPHALT
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GRASS
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GRAVEL
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GRAVEL
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STOCKPILE
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STOCKPILE
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STOCKPILE
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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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GRASS
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GRASS
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ASPHALT
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GRASS
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GRASS
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GRASS
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GRASS
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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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GRASS
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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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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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STOCKPILE
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STOCKPILE
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STOCKPILE
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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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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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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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GRASS
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GRASS
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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
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text W
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FH
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LP
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MB
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AutoCAD SHX Text 789.20
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SI
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LP
AutoCAD SHX Text S
AutoCAD SHX Text
SS
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text W
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SS
AutoCAD SHX Text W
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STORM
AutoCAD SHX Text
AutoCAD SHX Text 808.49
AutoCAD SHX Text
CP
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text 805.60
AutoCAD SHX Text
BORE
AutoCAD SHX Text
AutoCAD SHX Text 806.78
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BORE
AutoCAD SHX Text
AutoCAD SHX Text 809.37
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BORE
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text 802.027
AutoCAD SHX Text
AutoCAD SHX Text 802.027
AutoCAD SHX Text
AutoCAD SHX Text 801.931
AutoCAD SHX Text
AutoCAD SHX Text 801.931
AutoCAD SHX Text
AutoCAD SHX Text 801.922
AutoCAD SHX Text
AutoCAD SHX Text 799.632
AutoCAD SHX Text
AutoCAD SHX Text 799.632
AutoCAD SHX Text
AutoCAD SHX Text 799.535
AutoCAD SHX Text
AutoCAD SHX Text 799.535
AutoCAD SHX Text
AutoCAD SHX Text 799.540
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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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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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ASPHALT
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ASPHALT
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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'' HEMLOCK
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10'' LOCUST
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12'' 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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NORTH
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FRANCIS MARION DRIVE
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SITE
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INDUSTRIAL DRIVE
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NEW CALVARY RD
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METTS DRIVE
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CAMPBELLSVILLE RD
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CEMETERY DRIVE
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AutoCAD SHX Text I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS DRAWING WAS OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS IN THE FIELD, AND THAT EVERY EFFORT HAS BEEN MADE TO FURNISH COMPLETE AND ACCURATE INFORMATION. 11/20/2023 TIMOTHY WOODCOCK, PLS#3124 1022 FONTAINE ROAD LEXINGTON, KY 40502 ABBIE JONES CONSULTING
AutoCAD SHX Text ADA STRIPING BOLLARD BOTTOM OF WALL CABLE/TELEVISION CLEANOUT COMMUNICATION COMMUNICATIONS BOX COMM. LINE: UNDERGROUND CONCRETE CORRUGATED METAL ELLIPTICAL PIPE CORRUGATED METAL PIPE (CIRCULAR) CORRUGATED METAL ELLIPTICAL PIPE DEED BOOK & PAGE DRIVEWAY ELECTRICAL BOX ELECTRICAL MANHOLE ELEC. LINE: OVERHEAD ELEC. LINE: UNDERGROUND FENCE: CHAINLINK FENCE: WOOD PRIVACY FINISHED FLOOR ELEVATION FIRE HYDRANT FORCE MAIN (SAN.) GAS LINE GAS METER GAS VALVE GUARDRAIL GUY WIRE GUY WIRE FOR POWER POLE HEADWALL INVERT IRON PIN FOUND IRON PIN FOUND WITH CAP IRON PIN SET IRON PIPE FOUND LIGHT POLE MAG NAIL & WASHER FOUND MAG NAIL & WASHER SET MAILBOX PLAT BOOK & PAGE PLAT CABINET & PAGE POINT OF BEGINNING POWER POLE FOUND PROPERTY LINE PROPERTY LINE: ADJOINING REINFORCED BOX CULVERT REINFORCED CONCRETE BOX CULVERT REINFORCED CONCRETE PIPE REINFORCED CONCRETE ELLIPTICAL PIPE RIGHT-OF-WAY SANITARY SEWER LINE SANITARY SEWER MANHOLE SIDEWALK STEAM SURFACE INLET STORM DRAIN CURB INLET STORM DRAIN GRATE INLET STORM DRAIN LINE STORM DRAIN MANHOLE TELEPHONE/COMMUNICATIONS MH TOP OF WALL TREE: EVERGREEN & DECIDUOUS TREELINE UNKNOWN/INACCESSIBLE UTILITY MARKER VITRIFIED CLAY PIPE WATER LINE WATER METER WATER VALVE PARKING METER
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CO
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SW
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UNK
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SCALE: 1"=50'
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KY SPC SINGLE ZONE GRID
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811 CONFIRMATION #233071116
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1. THE PURPOSE OF THIS URBAN TOPOGRAPHIC SURVEY IS TO THE PURPOSE OF THIS URBAN TOPOGRAPHIC SURVEY IS TO PROVIDE VERIFICATION OF THE CURRENT CONDITION OF THE PROPERTY & FOR DESIGN PURPOSES AND DOES NOT REPRESENT A BOUNDARY SURVEY AND IS NOT INTENDED FOR LAND TRANSFER. 2. A FIELD SURVEY WAS PERFORMED BY MYSELF & CREW A FIELD SURVEY WAS PERFORMED BY MYSELF & CREW OCTOBER 9-10, 12-13, 23-25, AND NOVEMBER 2-3, 2023. 3. TOPOGRAPHIC DATA WAS GATHERED USING A TRIMBLE R-12-I TOPOGRAPHIC DATA WAS GATHERED USING A TRIMBLE R-12-I GPS WITH KYCORS NETWORK, NAVD88, GEOID 12B AND A TRIMBLE S5 ROBOTIC TOTAL STATION. 4. ONE FOOT CONTOUR INTERVALS SHOWN HEREON WERE ONE FOOT CONTOUR INTERVALS SHOWN HEREON WERE CREATED USING CARLSON SURVEY 2021. 5. NO PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL NO PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA ON FEMA FLOOD PANEL 21155C017D, EFFECTIVE DATE MAY 23, 2023. 6. OTHER UNRECORDED EASEMENTS MAY EXIST THAT AFFECT THE OTHER UNRECORDED EASEMENTS MAY EXIST THAT AFFECT THE PROPERTY. 7. THE REFERENCED MERIDIAN IS FROM THE KYCORS STATE THE REFERENCED MERIDIAN IS FROM THE KYCORS STATE PLANE COORDINATES, KY SINGLE DATUM, US SURVEY FOOT, GRID DISTANCES, NAD83. 8. THE BENCHMARKS SET FOR THIS PROJECT ARE MAG NAILS THE BENCHMARKS SET FOR THIS PROJECT ARE MAG NAILS WITH WASHERS SET. 9. UTILITIES ARE SHOWN FROM FIELD LOCATIONS AND COMBINED UTILITIES ARE SHOWN FROM FIELD LOCATIONS AND COMBINED WITH AVAILABLE INFO FROM ORIGINAL DESIGN SHEETS FURNISHED BY CEMETERY MAINTENANCE PERSONNEL. SOME CONNECTIONS MAY BE DIFFERENT THAN SHOWN HEREON. PointNo. Northing(Y) Easting(X) Elev(Z) Description CP1 3725120.254 5060869.556 808.480 CP2A 3724840.811 5060878.783 801.931 MAG SET CP3A 3725045.766 5060635.914 799.535 MAG SET CP4A 3725376.470 5060745.370 804.725 MAG SET CP5 3725594.366 5060861.062 796.570 MAG SET
AutoCAD SHX Text WATER: LEBANON WATER COMPANY 270.692.2491 MARION COUNTY WATER DISTRICT 270.692.2004 ELECTRIC: INTER-COUNTY ENERGY COOPERATIVE 270.692.3761 SEWER: Lebanon Sewer Department P.O. Box 840 Box 840 Lebanon, Kentucky 40033 270-692-6272 Fax 270-692-4638 NATURAL GAS: Atmos Energy Corporation 3275 Highland Pointe Drive Owensboro, Kentucky 42303-2114 270-685-8000 LANDLINE PHONE/CATV/FIBER OPTIC: WINDSTREAM 1715 E Broadway St, Campbellsville, KY 42718
| Sheets and Views |
| G-001 COVERSHEET |
| G-101 CONSTRUCTION ACCESS, STAGING & FENCING PLAN |
| V-101 TOPOGRAPHICAL SURVEY |
| V-401 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-402 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-403 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-404 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-405 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-406 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-407 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-408 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-409 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-410 ENLARGED - TOPOGRAPHICAL SURVEY |
| V-411 ENLARGED - TOPOGRAPHICAL SURVEY |
| GC-101 EROSION & SEDIMENTATION CONTROL PLAN |
| CD101 DEMOLITION PLAN |
| CD401 ENLARGED - DEMOLITION PLAN |
| C-101 SITE PLAN |
| C-401 ENLAGRED SITE PLAN - STONE WALL REPAIR & ADA PARKING |
| C-402 ENLARGED SITE PLAN - MAINTENANCE YARD PAVING |
| C-403 ENLARGED SITE PLAN - CONDUIT ROUTING |
| C-404 ENLARGED GRADING PLAN & PROFILES - MAINTENANCE YARD PAVING |
| C-405 ENLARGED SITE PLAN, GRADING PLAN & PROFILE - SPOILS ROAD PAVING |
| C-501 DETAILS - SITE |
| C-502 DETAILS - FLOWER WATER STATION |
| C-503 DETAILS - FLOWER WATER STATION |
| HD101 HAZARDOUS MATERIALS & MOLD ABATEMENT |
| HD401 HAZARDOUS MATERIALS ABATEMENT - ADMINISTRATION BUILDING |
| HD402 HAZARDOUS MATERIALS ABATEMENT - OLD MAINTENANCE BUILDING |
File details come from the government source that posted it. Updated .