833CM3028 CNNC_Final CD Plans 1 of 2 pag 1-39.pdf

PDF 38 MB Posted Jun 30, 2020

Attached to: Camp Nelson National Cemetery - Burial Expansion 833CM3028
Solicitation number: 36C78620B0020
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to expand Camp Nelson National Cemetery in Kentucky. The solicitation number is 36C78620B0020 and seeks general construction services, pre-placed crypts, and potential bid alternate work in accordance with the statement of work, specifications, and plans. The Department of Veterans Affairs National Cemetery Administration is the agency seeking these services for Phase 1 of the Camp Nelson National Cemetery expansion project located in Kentucky. Services include but are not limited to general construction, pre-placed crypts, and potential bid alternate work to expand burial space at the cemetery as outlined in the solicitation documentation.

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Other files

File	Type	Posted
36C78620C0326_1.docx	DOCX document	Sep 9, 2020
36C78620B0020 0004.docx	DOCX document	Aug 11, 2020
Amendment A0003 2020-07-17 RFI Camp Nelson NC - Govt Responses to Excel.pdf	PDF	Jul 31, 2020
Amendment Number A0003.docx	DOCX document	Jul 31, 2020
Amendment No A0003 - 042000 UnitMasonry_Revised 7-23-2020.pdf	PDF	Jul 31, 2020
Amendment No A0003 - Business Mgt Questionnaire.pdf	PDF	Jul 31, 2020
Amendment No A0003 - Replacement Pages - 36C78620B0020.pdf	PDF	Jul 31, 2020
36C78620B0020 0002.pdf	PDF	Jul 24, 2020
36C78620B0020 - AMENDMENT 0001.docx	DOCX document	Jul 1, 2020
833CM3028 CNNC_Final CD Plans 2 of 2 pag 40-76.pdf	PDF	Jun 30, 2020
833CM3028 CNNC_Final CD_Specifications.pdf	PDF	Jun 30, 2020
36C78620B0020.docx	DOCX document	Jun 30, 2020
General Decision Number KY20200082 01-31-2020.pdf	PDF	Jun 30, 2020

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CAMP NELSON NATIONAL

CEMETERY (PROJECT SITE)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

\03

-0

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

GI001

COVER SHEET

GRAVESITE YIELD SUMMARY

COLUMBARIUM

NICHES

TOTAL NUMBER

OF GRAVESITES

IN-GROUND CREMAIN

SITES (4'x4')

40 500900

CREMAIN PLOTS

PRE-PLACED

DOUBLE-DEPTH

CRYPTS (3'x8')

CASKET PLOTS

PRE-PLACED

OVERSIZED

CRYPTS (4'x10')

TRADITIONAL

GRAVESITES (4'x10')

3,000 4,480

U.S. DEPARTMENT

OF VETERANS AFFAIRS

JESSAMINE COUNTY

NICHOLASVILLE, KENTUCKY

FINAL CONSTRUCTION DOCUMENT SUBMISSION

PROJECT NUMBER: 833CM3028

DRAWING INDEX

1. GI001 COVER SHEET

CIVIL

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

3. XP101 EXISTING BOUNDARY SURVEY

4. XP102 EXISTING SURVEY

5. XP103 EXISTING SURVEY

6. XP100 OVERALL EXISTING CONDITIONS PLAN

7. GI200 CONSTRUCTION SEQUENCE

8. BI100 SUBSURFACE BORING LOCATION PLAN

9. CD101 SITE DEMOLITION PLAN

10. GC101 EROSION AND SEDIMENT CONTROL PLAN

11. GC500 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

12. GC501 EROSION AND SEDIMENT CONTROL DETAILS

13. CS100 OVERALL IMPROVEMENTS PLAN

14. CS101 SITE LAYOUT AND UTILITY PLAN AREA 1

15. CS102 SITE LAYOUT AND UTILITY PLAN AREA 2

16. CS103 SITE LAYOUT AND UTILITY PLAN AREA 3

17. CS104 BURIAL SECTION NUMBERING PLAN SECTION AA

18. CS105 BURIAL SECTION NUMBERING PLAN SECTION BB

19. CS106 BURIAL SECTION NUMBERING PLAN SECTION CC

20. CS107 BURIAL SECTION NUMBERING PLAN SECTION GG

21. CG101 GRADING AND DRAINAGE PLAN AREA 1

22. CG102 GRADING AND DRAINAGE PLAN AREA 2

23. CG103 GRADING AND DRAINAGE PLAN AREA 3

24. CG104 MAINTENANCE AREA ENLARGEMENT PLAN

25. CG105 BURIAL SECTION GRADING ENLARGEMENT SECTION AA

26. CG106 BURIAL SECTION GRADING ENLARGEMENT SECTION BB

27. CG107 BURIAL SECTION GRADING ENLARGEMENT SECTION CC

28. CG108 BURIAL SECTION GRADING ENLARGEMENT SECTION GG

29. CT100 NEW ROAD CENTERLINE PROFILES

30. CT101 COMMITTAL SHELTER CONCRETE

31. CT102 RETAINING WALL PLAN AND PROFILE

32. CU260 STORM PROFILES

33. CU261 STORM COMPUTATIONS

34. DT500 CRYPT AND BURIAL SECTION DETAILS

35. DT501 CRYPT AND BURIAL SECTION DETAILS

36. DT502 SITE DETAILS

37. DT503 SITE DETAILS

38. DT504 SITE DETAILS

39. CJ101 STORMWATER MANAGEMENT PLAN

40. CJ102 STORMWATER MANAGEMENT DETAILS

41. CI800 SITE SIGNAGE AND AMENITIES PLAN

42. CI801 SITE SIGNAGE DETAILS

43. CI802 SITE AMENITY DETAILS 1

44. CI803 SITE AMENITY DETAILS 2

COLUMBARIUM

45. CS401 COLUMBARIUM PLAN ENLARGEMENT

46. CG401 COLUMBARIUM ENLARGEMENT GRADING PLAN

47. CI701 COLUMBARIUM DETAILS 1

48. CI702 COLUMBARIUM DETAILS 2

49. CI703 COLUMBARIUM DETAILS 3

50. CI704 COLUMBARIUM DETAILS 4

LANDSCAPE

51. L-101 LANDSCAPE PLAN

52. L-501 PLANTING SCHEDULE AND DETAILS

IRRIGATION

53. LI100 IRRIGATION NOTES AND LEGEND

54. LI101 IRRIGATION PLAN

55. LI501 IRRIGATION DETAILS

56. LI502 IRRIGATION DETAILS

57. LI503 IRRIGATION DETAILS

58. LI504 IRRIGATION PUMP DETAILS

59. LI505 IRRIGATION TANK DETAILS

ARCHITECTURAL

60. AE001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

61. AE100 EXISTING COMMITTAL SHELTER - MODIFICATIONS

62. AE101 MAINTENANCE BUILDING PLANS AND ELEVATIONS

63. AE301 WALL SECTIONS, DOOR SCHEDULE, ROOF FINISH SCHEDULE

ELECTRICAL

64. E-001 ELECTRICAL SYMBOLS AND GENERAL NOTES

65. ES100 ELECTRICAL SITE PLAN

66. E-100 EXISTING COMMITTAL SHELTER - POWER AND LIGHTING PLANS

67. E-101 MAINTENANCE BUILDING - POWER AND LIGHTING PLANS

68. E-601 ELECTRICAL ONE-LINE DIAGRAM

STRUCTURAL

69. S-001 STRUCTURAL GENERAL NOTES & ABBREVIATIONS

70. S-101 MAINTENANCE BUILDING FOUNDATION PLAN

71. S-102 MAINTENANCE BUILDING SLAB FRAMING PLAN

72. S-103 MAINTENANCE BUILDING ROOF FRAMING PLAN

73. S-104 WATER TANK & WATER PUMP CONCRETE PAD

74. S-105 COLUMBARIUM WALL FOUNDATION PLAN

75. S-201 MAINTENANCE BUILDING SECTIONS AND DETAILS

76. S-202 TYPICAL DETAILS

NO. DRAWING DRAWING TITLE

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

VICINITY MAP

SCALE 1" = 3,000'

SITE LOCATION MAP

SCALE 1" = 500'

CAMP NELSON NATIONAL

CEMETERY (PROJECT SITE)

planning + landscape architecture

712 Congress Avenue, Suite 300 Austin, Texas 78701

(512) 480-0032

BLDG 2-202

PH. 970-372-6104

FORT COLLINS, CO 80525

WWW.AQUAENGR.COM

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

1200 NINETEENTH STREET

SUITE 220

PH. 202-861-4600

WASHINGTON, DC 20036

LEO A DALY.

WWW.LEOADALY.COM

6110 EXECUTIVE BOULEVARD

SUITE 440

PH. 202-299-0530

ROCKVILLE, MD 20852

OCMI, INC.

WWW.OCMI.COM

1250 23RD STREET, NW

WASHINGTON, DC

PH. 202-299-0530

(202) 331-7775

WSP

WWW.WSP.COM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

\03

-0

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

GENERAL NOTES SYMBOLS AND

ABBREVIATIONS

GI002

PROPOSED

REVERSE CURBTRANSCURB

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT MATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NE NOT EXCEEDING

NFA NET FLOOR AREA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OS OVER-SIZED

OZ OUNCE

P PERIMETER

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE

CJ CONTRACTION JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK OR DESIGN-BUILD

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DEP DEPRESSED

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

E&S EROSION AND SEDIMENT CONTROL

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PR PROPOSED

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCP REINFORCED CONCRETE PIPE

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK

SBL SOUTH BOUND LANE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET

SJ SCORED JOINT

SLV SLEEVE

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

S/W SIDEWALK

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TBRL TO BE REPLACED

TC TOP OF CURB

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

CIVIL LEGEND ABBREVIATIONS

EXISTING

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF GRADING

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

ORNAMENTAL FENCE

SOIL PROFILE BOUNDARY

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER YARD INLET

STORM SEWER CATCH BASIN

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

FLAG POLE

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

LIMITS OF WORK

UNDERGROUND GAS LINE

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

DRIP LINE OF BRUSH

WETLANDS

GRAVESITE GRID MONUMENT

BURIAL SECTION MARKER

UTILITY BOX/PULL BOX

BOLLARD

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

DETAIL LABEL

SOIL PROFILE SYMBOL

PARKING COUNT

TEST-PIT

JERSEY BARRIER

GENERAL NOTES:

1. THE PROPOSED SITE IMPROVEMENTS FOR 'CAMP NELSON NATIONAL CEMETERY PHASE 1 DEVELOPMENT' INCLUDES, BUT IS NOT LIMITED TO, GRAVESITE EXPANSION, CONSTRUCTION OF ADDITIONAL COLUMBARIUM, IRRIGATION EXTENSIONS, WATER STORAGE TANK, STORM DRAIN INFRASTRUCTURE, SITE FURNISHINGS, AND LANDSCAPING. OPTIONAL ITEMS INCLUDE THE REPAIR OF EXISTING COMMITTAL SERVICE SHELTER (CLIN 3, OPTION A) AND THE CONSTRUCTION OF A NEW EQUIPMENT STORAGE BUILDING (CLIN 4, OPTION B). THE PROJECT IS LOCATED IN JESSAMINE COUNTY, KENTUCKY.

2. FIELD SURVEY DATED AUGUST 21, 2019 IS PROVIDED BY KOEHLER ENGINEERING AND LAND SURVEYING, INC. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. PROPERTY LINE INFORMATION IS BASED ON PRIOR SURVEY BY KY PLS #2747 DATED APRIL 24, 2009. MONUMENTATION IS BASED ON SAID PRIOR SURVEY AND RECOVERED AT TIME OF SURVEY. VERTICAL INFORMATION IS IN ACCORDANCE WITH NAVD '88 DERIVED FROM GPS OBSERVATIONS ON-SITE. BEARINGS FROM SAID PRIOR SURVEY ARE BASED ON THE KENTUCKY STATE PLAN COORDINATE SYSTEM, NORTH ZONE. .

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 21113C0140D DATED DECEMBER 21, 2017. NO PORTIONS OF THE PROJECT AREA ARE LOCATED

WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONE AE).

4. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN.

5. BURIAL CEREMONIES MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK MUST STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY CAN CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR THEIR APPROVED

REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE.

TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED

AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

8. 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 PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE

ACTIONS OF ANY WORKMAN ON SITE.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND

NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT

APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE LATEST EDITION OF THE KENTUCKY TRANSPORTATION CABINET STANDARD SPECIFICATION BOOK, WHERE

APPLICABLE.

3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN

FOR PHASING AND DETAILS.

4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED

TO CONTROL EROSION AND SEDIMENTATION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS

ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

8. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING

THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT.

9. CONTRACTOR SHALL CONTACT KENTUCKY 811 AT 1-800-752-6007 OR BY DIALING 811 ON A KENTUCKY PHONE LINE OR KENTUCKY811.ORG A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR

FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

10. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

11. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. A GEOTECHNICAL REPORT, INCLUDING BORE LOGS AND A GEOPHYSICAL INVESTIGATION, ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY AS PART OF SPECIFICATION SECTION 31 20 00 - EARTH MOVING. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS

SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

12. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE

CONTRACTOR.

13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.

15. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATION 31 20 00.

16. THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR

VERIFICATION PRIOR TO STAKEOUT.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH THE WORK.

NORTH ARROW

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INV

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8" SAN. SEW.

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15" HDPE

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XXXX

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SHEET REFERENCE

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TO BE REMOVED

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TO REMAIN

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15" CPP

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EX.

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Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

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Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

XP101

EXISTING BOUNDARY SURVEY

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

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-1

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

XP102

EXISTING SURVEY

NOTE: THIS SURVEY ORIGINALLY TITLED "TOPOGRAPHIC SURVEY OF (A PART OF) CAMP NELSON NATIONAL CEMETERY" WAS PERFORMED BY KOEHLER ENGINEERING AND LAND SURVEYING, INC.

DATED AUGUST 21, 2019.

MATCHLINE SEE SHEET XP103XP103

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

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Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

XP103

EXISITNG SURVEY

NOTE: THIS SURVEY ORIGINALLY TITLED "TOPOGRAPHIC SURVEY OF (A PART OF) CAMP NELSON NATIONAL CEMETERY" WAS PERFORMED BY KOEHLER ENGINEERING AND LAND SURVEYING, INC.

DATED AUGUST 21, 2019.

MATCHLINE SEE SHEET XP102XP102

12" RCP

18" POPLAR

12"

10"

12" PIN OAK

12" PINE

20" PINE

12" MAPLE

20" PIN OAK

10" MAPLE

12" MAPLE

24" POPLAR

24" PIN OAK

18" PIN OAK

20" PIN OAK

6" MAPLE

20" BLACK OAK

12"

36" PIN OAK

18"

15"

10"

15" MAPLE

20" PIN OAK

20" POPLAR

10" MAPLE

28" PIN OAK

10"

24"

20"

15" HDPE

CHERRY TREES

EX. FROST FREE HYDRANT

W/ GATE VALVE ON

CONC. BASE

EX. FROST FREE HYDRANT

W/ GATE VALVE

EX. FROST FREE

HYDRANTEX. FROST FREE HYDRANT

EX. FROST

FREE HYDRANT

TOW=911.7

TOW=910.6

TOW=911.7

TOW=910.6

STONE WALL

1/2" ROD

"NO PARKING, RIFLE

SQUAD FIRING AREA" SIGN

CONC. MONUMENT W/

NO IDENTIFIER NOTED

METAL SHED / EQUIPMENT SHELTER,

OPEN TO THE NORTH EAST

SECURITY FENCE AROUND

MAINTENANCE YARD

FFE = 876.50

WEST END OF WALL ON CONC. PAD TO GRADE

GRAVE MARKER (TYP)

FOUND STONE

GRAVE MARKER (TYP)

SECTION 'L' MARKER

SECTION 'K'

MARKER

SECTION 'H' MARKER

GRAVE MARKER (TYP)

SECTION 'N' MARKER

PARKING WHEEL-STOP USED

AS DRIVE BORDER (TYP)

GRAVE MARKER (TYP)

COLUMN SUPPORT

FOR PAVILION

ELECTRICAL PULL BOX

CHAINLINK FENCE (TYP)

IRRIGATION CONTROL CENTER AND 2 VALVES

ELECTRICAL PULL BOX

RETAINING WALL

IRRIGATION CONTROLS

IRRIGATION

CONTROLS

BURIED ELEC.

SERV. ENTERS BLD.

PVC GUARD POST

DECORATIVE

WALL

EDGE OF WOODS /

BRUSH AREA

EDGE OF WOODS / BRUSH AREA

ASPHALT

GRAVEL

ASPHALT

EX.

S13

EX.

S14

EX.

S15

EX.

S16

EX.

S17

EX.

S18

EX.

S20

EX.

S19

EX.

S2 EX.

EX.

S10

EX.

S11

EX.

S12

SECTION 'N' MARKER

EvB uBlm

B uBlmBMnC

MnC uBlmB

MnCuBlmB

M nC

M nD

M nDM nC uMlmCMnC

MnC EvB

M nBM nC

CAMP NELSON CEMETERY ROAD

EvB uBlm

B uBlmBMnC

MnC uBlmB

MnCuBlmB

M nC

M nD

M nDM nC uMlmCMnC

MnC EvB

M nBM nC

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

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-1

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

EXISTING PROPERTY LINE

KEY MAP

(NOT TO SCALE)

XP100

OVERALL EXISTING CONDITIONS

PLAN

SOIL PROFILE BOUNDARY

SOIL PROFILE SYMBOL

SOIL DESCRIPTIONS

EvB ELK VARIANT SILT LOAM, 2 TO 6%

MnC McAFEE SILT LOAM, 6 TO 12%

MnD McAFEE SILT LOAM, 12 TO 20% uBlmB BLUEGRASS-MAURY SILT LOAM, 2 TO 6%

Notes:

1) PROPERTY LINE INFORMATION INDICATED HEREON IS BASED ON A PRIOR SURVEY BY KY PLS

#2747 DATED 4/24/09, AND MONUMENTATION FROM SAME WHICH WAS RECOVERED AT

TIME OF SURVEY.

2) VERTICAL INFORMATION HEREON IS IN ACCORDANCE WITH NAVD '88 DERIVED FROM GPS

OBSERVATIONS ON-SITE.

3) BEARINGS HEREON FROM SAID PRIOR SURVEY ARE BASED ON THE KENTUCKY STATE PLANE

COORDINATE SYSTEM, NORTH ZONE.

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text N

AutoCAD SHX Text 11B

10C

ROAD A

ROAD B

DANVILLE ROAD - US 27

CAMP NELSON CEMETERY ROAD

2A 2A 4

2B81B

SEC. AA SEC. CC

SEC. BB

SEC. GG

SEC. C2

SCOTT, HUGH L III & MARY A

7100 OLD DANVILLE RD

PARCEL ID: 050-00-00-020.00

JESSAMINE COUNTY FISCAL COURT

6692 DANVILLE LOOP 2 RD

PARCEL ID: 050-00-00-014.00

UNITED STATES OF AMERICA

6814 DANVILLE LOOP 2 RD

PARCEL ID: 050-00-00-016.00

UNITED STATES OF AMERICA

6814 DANVILLE LOOP 2 RD

PARCEL ID: 050-00-00-016.00

CUMBERLAND MACHINERY

MOVERS & INDUSTRIAL

6975 DANVILLE RD

PARCEL ID: 050-00-00-019.00

UNITED STATES OF AMERICA

6980 DANVILLE RD

PARCEL ID: 050-00-00-018.00

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

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-2

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

GI200

CONSTRUCTION SEQUENCE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

GRAPHIC LEGEND:

LIMITS OF WORK

NEW BURIAL SECTIONS AND INTERMENT AMENITIES

· 2A = PRE-PLACED DOUBLE DEPTH CRYPT

SECTIONS

· 2B = IN-GROUND CREMAINS SECTIONS

· 2C = PRE-PLACED OVERSIZED CRYPT SECTIONS

· 2D = TRADITIONAL FULL CASKET PRIVATE VAULT

SECTION

· 2E = COLUMBARIUM

NEW ROADS

· 1A = NEW CONSTRUCTION ENTRANCE ROAD

· 1B = NEW ROAD

· 1C = NEW LOOP ROAD

· 1D = EX. SERVICE ROADS

EX. COMMITTAL SHELTERS (CLIN3, OPTION A)

· 3A = SHELTER A

·· STRUCTURE RENOVATION

·· CONCRETE PATIO EXPANSION

· 3B = SHELTER B

NEW FENCING

· INSTALL NEW ORNAMENTAL FENCE

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

NEW PUMP HOUSE FOR IRRIGATION

NEW WATER TANK FOR IRRIGATION

· 100K GAL. TANK

NEW STORAGE BUILDING (CLIN 4, OPTION B)

· 2,400 SF FOOTPRINT

NEW RETAINING WALL W/ HAND RAIL

NEW SWM POND

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

1. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR COST AND HAVE THEM PERFORM THE TRACING AND MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR ADJOINING THE CONTRACTOR WORK AREAS FOR THE PROJECT, WALK THE CONSTRUCTION AREAS WITH THE RE/COR AND, IF REQUESTED BY THE RE/COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE, OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND FACILITIES. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL PAINT MARKINGS UPON COMPLETION OF WORK.

2. PROVIDE THE INFORMATION AS REQUIRED IN THE SPECIFICATIONS REGARDING THE GPS/GIS SYSTEM SO THERE IS NO LOSS OF DATA COLLECTION FROM THE

BEGINNING OF THE PROJECT.

3. OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE VICINITY OF THE CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION SYSTEM EQUIPMENT NOT IDENTIFIED AS BEING DAMAGED OR NON-FUNCTIONAL DURING THE PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE FUNCTIONAL IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO ADDED COST TO THE OWNER.

4. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROL FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT

TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS OR CHAPEL.

5. CONTRACTOR'S PRIMARY STAGING AREA FOR OPERATION WILL BE WITHIN THE NEW EXPANSION AREA THROUGHOUT CONSTRUCTION.

6. THE CONTRACTOR MAY REQUEST LIMITED USE OF EXISTING MAINTENANCE AREA AND OPEN SPACES THROUGHOUT THE CEMETERY FOR SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST APPROVED BY THE RE/COR AND MUST BE DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

7. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.

8. ALL CONSTRUCTION ACTIVITIES WILL BE COORDINATED WITH CAMP NELSON NATIONAL CEMETERY DIRECTOR AND THE RE/COR.

MAINTENANCE OF TRAFFIC

1. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC ACCESS TO THE CEMETERY AND ADVANCE

NOTIFICATION OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS UNLESS OTHERWISE

AUTHORIZED IN ADVANCE BY THE RE/COR.

3. GENERAL CONTRACTOR SHALL NOT USE "CAMP NELSON CEMETERY ROAD" PAST THE CONTRACTOR'S ENTRANCE ROAD ENTRANCE AT ANY TIME FOR ANY REASON, AND ALL SIGNAGE NEEDED TO KEEP CONSTRUCTION TRAFFIC AWAY FROM GOING FURTHER DOWN "CAMP NELSON CEMETERY ROAD" SHALL BE PROVIDED BY CONTRACTOR AND MAINTAINED THROUGHOUT CONSTRUCTION AT THEIR COST.

4. MAINTAIN ONE LANE OF TRAFFIC ON EXISTING CEMETERY ROADS OPEN TO THE PUBLIC AT ALL TIMES, UNLESS OTHERWISE AUTHORIZED BY THE

RE/COR.

5. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT OCCURS.

6. CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES THROUGH REGULAR STREET SWEEPING.

7. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS.

CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE WITH FUNERAL SERVICES AT THE

COMMITTAL SERVICE SHELTERS.

8. ROADWAY ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION, INCLUDING PAVING OPERATIONS. ONE LANE CLOSURES AND THE USE OF FLAGMEN IS ACCEPTABLE. TEMPORARY USE OF MILLED ROADWAY IS ACCEPTABLE AS LONG AS THE CONTRACTOR HAS PROVIDED TRANSITIONS AND PROTECTION AROUND EXPOSED MANHOLES AND OTHER

ENCUMBRANCES THAT MIGHT DAMAGE A CAR OR ITS TIRES.

SEQUENCE OF CONSTRUCTION:

1. PREPARE AND SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN, PROJECT SCHEDULE, TRAFFIC CONTROL PLAN, NETWORK ANALYSIS SYSTEM IN ACCORDANCE WITH SPECIFICATION 01 32 17 TO THE RESIDENT ENGINEER/

CONTRACTING OFFICER REPRESENTATIVE RE/COR).

2. WORK SEQUENCING REQUIREMENTS: ALL WORK FOR THIS PROJECT MUST BE COMPLETED ON OR BEFORE THE CONTRACT COMPLETION DATE IDENTIFIED IN THE DOCUMENTS BASED UPON THE SPECIFIED NUMBER OF DAYS FOLLOWING THE "NOTICE TO

PROCEED".

3. INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE.

4. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE APPROVED

EROSION AND SEDIMENT CONTROL PLAN.

5. COMPLETE WORK (LIST IS NOT INTENDED TO BE ALL INCLUSIVE):

THE GRAVESITE EXPANSION CONSISTS OF THE FOLLOWING AND IS EXPECTED THAT WORK ASSOCIATED WITH THESE IMPROVEMENTS WILL

BE ONGOING THROUGHOUT THE CONSTRUCTION CONTRACT TIME:

1. INSTALLATION OF TEMPORARY CONSTRUCTION ACCESS ROAD ADJACENT TO U.S. ROUTE 27.

2. CONTRACTOR TO INSTALL GRAVEL, FENCED CONTRACTOR AREA, FENCED STAGING AREA, AND CONTRACTOR TRAILER.

3. CONSTRUCTION OF NEW ROAD EXTENDING FROM THE EXISTING CEMETERY TO THE GRAVESITE EXPANSION AREA.

4. CONSTRUCTION OF BURIAL SECTIONS, INCLUDING PREPLACED DOUBLE DEPTH CRYPTS, PREPLACED OVERSIZED CRYPTS, TRADITIONAL FULL CASKET PRIVATE VAULT GRAVES AND IN-GROUND CREMAINS.

5. CONSTRUCTION OF COLUMBARIUM CONTAINING 500 NICHES.

6. CONSTRUCTION OF A STORMWATER POND.

7. INSTALLATION OF IRRIGATION SYSTEM, INCLUDING THE CONSTRUCTION OF A WATER STORAGE TANK AND PUMP HOUSE.

8. ASSOCIATED SITE WORK INCLUDING DEMOLITION AND RELOCATION OF SPECIFIED UTILITIES.

9. REMOVE AND RE-SOD TEMPORARY CONSTRUCTION ROAD ONCE CONSTRUCTION IS COMPLETE. AREA SHALL BE RESTORED TO

CONDITION PRIOR TO CONSTRUCTION ACTIVITIES.

COMMITTAL SHELTER IMPROVEMENTS (CLIN 3, OPTION A):

1. ROAD / CORTEGE LANE DIRECTLY ADJACENT TO SHELTER TO BE CLOSED DURING SHELTER IMPROVEMENTS AND MAY BE USED FOR

STAGING. PRIMARY DRIVE TO REMAIN OPEN THROUGHOUT CONSTRUCTION.

2. DURING CONSTRUCTION, SERVICES TO BE CONDUCTED AT EXISTING SHELTER "B" LOCATED ADJACENT TO THE EXISTING

COLUMBARIUM.

3. COMMITTAL SHELTER IMPROVEMENTS INCLUDE NEW ROOFING, LIGHTING, PAINT, GUTTERS AND THE EXPANSION OF THE EXISTING

SHELTER PAD.

4. PERIOD OF PERFORMANCE FOR COMMITTAL SHELTER IMPROVEMENTS NOT TO EXCEED 45 DAYS UNLESS AUTHORIZED IN WRITING BY

THE COR.

EQUIPMENT STORAGE BUILDING (CLIN 4, OPTION B):

1. ACCESS TO MAINTENANCE AREA TO BE PROVIDED AT ALL TIMES DURING CONSTRUCTION.

2. CONSTRUCTION OF NEW 40'x60' SIMPLE STORAGE BUILDING.

3. CONCRETE APRON AT ENTRANCE TO BUILDING.

10 CONSTRUCTION STAGING AREA

11 CONSTRUCTION SIGN

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AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 150'

AutoCAD SHX Text

1/2" ROD

LIMITS OF

WORK

ROAD A

ROAD B

EvB uBlm

B uBlmBMnC

MnC uBlmB

MnCuBlmB

M nC

M nD

M nDM nC uMlmCMnC

MnC EvB

M nBM nC

CAMP NELSON CEMETERY ROAD

EvB uBlm

B uBlmBMnC

MnC uBlmB

MnCuBlmB

M nC

M nD

M nDM nC uMlmCMnC

MnC EvB

M nBM nC

ROAD A

ROAD B

LIMITS OF

WORK

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

\03

-1

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

EXISTING PROPERTY LINE

KEY MAP

(NOT TO SCALE)

BI100

SUBSURFACE BORING LOCATION

PLAN

SOIL BORINGS

SOIL PROFILE BOUNDARY

SOIL PROFILE SYMBOL

SOIL DESCRIPTIONS

EvB ELK VARIANT SILT LOAM, 2 TO 6%

MnC McAFEE SILT LOAM, 6 TO 12%

MnD McAFEE SILT LOAM, 12 TO 20% uBlmB BLUEGRASS-MAURY SILT LOAM, 2 TO 6%

NOTE: REFER TO "GEOTECHNICAL REPORT FOR CAMP

NELSON NATIONAL CEMETERY EXPANSION, NICHOLASVILLE,

KENTUCKY" BY LOUIS BERGER, DATED NOVEMBER 2019

INCLUDED IN SPECIFICATION 31 20 00 (EARTH MOVING) FOR

BORING LOG INFORMATION AND RECOMMENDATIONS.

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AutoCAD SHX Text

AutoCAD SHX Text B-3

AutoCAD SHX Text B-11

AutoCAD SHX Text B-4

AutoCAD SHX Text B-7

AutoCAD SHX Text B-8

AutoCAD SHX Text B-10

AutoCAD SHX Text B-5

AutoCAD SHX Text B-16

AutoCAD SHX Text B-6

AutoCAD SHX Text B-9

AutoCAD SHX Text B-15

AutoCAD SHX Text B-14

AutoCAD SHX Text B-12

AutoCAD SHX Text B-13

AutoCAD SHX Text B-17

AutoCAD SHX Text B-20

AutoCAD SHX Text B-18

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AutoCAD SHX Text B-1

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GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

LEGEND

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AutoCAD SHX Text B-##

AutoCAD SHX Text 11B

10C

15" HDPE

1/2" ROD

LIMITS OF DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF DISTURBANCE

LIMITS OF

WORK

CAMP NELSON CEMETERY ROAD

SEE BLOW UP

THIS SHEET

5 6

1/2" ROD

5 6

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

\03

-1

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

KEY MAP

(NOT TO SCALE)

CD101

SITE DEMOLITION PLAN

SITE DEMOLITION NOTES:

1. CONTRACTOR TO LOCATE AND PROTECT EXISTING IRRIGATION LINES,

ELECTRIC LINES AND ANY OTHER UTILITIES PRIOR TO COMMENCING TREE

REMOVAL, PAVEMENT REMOVAL/EXCAVATION, AND/OR ANY OTHER

DEMOLITION ACTIVITIES.

2. SIDEWALK AND/OR CURB AND GUTTER REMOVAL SHALL BE MADE TO THE

NEAREST EXPANSION JOINT.

5 REMOVE GRAVEL

8 DEMOLISH AND REMOVE EXISTING PAVEMENT

DEMOLISH AND REMOVE EXISTING STONE RIP

RAP CHANNEL.

REMOVE EXISTING STORM CULVERT (2) AND

END TREATMENTS

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

4 RELOCATE EXISTING FROST FREE HYDRANT

CONCRETE SLAB TO BE DEMOLISHED AND REPLACED

(CLIN 3)

EXISTING CHAIN LINK FENCE, POST, AND BASE TO

BE REMOVED

DEMOLISH AND REMOVE EXISTING PAVEMENT

AND WHEEL STOPS ACTING AS CURBING

DEMOLISH AND REMOVE LANDSCAPING STONE

WHERE CONCRETE EXPANSION WILL GO

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AutoCAD SHX Text

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AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

EXISTING PROPERTY LINE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

LIMITS OF PAVEMENT, CURB, AND PIPE DEMOLITION WORK

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 30'

AutoCAD SHX Text

LIMITS OF CONSTRUCTION

AutoCAD SHX Text EXISTING TREE AND ROOTS (TO A DEPTH OF 2 FEET) TO BE REMOVED. IMPACTS TO ROAD INTEGRITY RESULTING FROM TREE ROOT REMOVAL TO BE REPAIRED IN ACCORDANCE WITH THE PAVEMENT SECTION.

PAVEMENT AND CONCRETE TO BE DEMOLISHED AND REMOVED

SCE

LIMITS OF DISTURBANCE

CLIN 3:

CONC. PAD

(354 SF)

CLIN 4 OPT B:

STORAGE

BUILDING

(2,400 SF)

FFE = 878.00

100K GAL.

WATER

TANK

BOOSTER PUMP

FFE = 880.00

CONC. APRON

(600 SF)

CONC. WATER TANK PAD

(1,369 SF)

FFE = 880.00

ROAD A

ROAD B

10+00

11+

12+00

13+00

14+00 15+00

16+00

17+00 18+00

19+00

20+00

21+00 22+00

23+00

24+00 25+00 25+64

SECTION BB

900 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

SECTION AA

1,640 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(3'X8' PLOTS) SECTION CC

1,360 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(3'X8' PLOTS)

11+00 12+00

13+00 13+16

COLUMBARIUM C2

500 NICHES

SECTION GG

40 PRE-PLACED

OVERSIZED CRYPTS

(4'X10' PLOTS)

SECTION GG

40 TRADITIONAL GRAVESITES

(4'X10' PLOTS)

12" RCP

18" POPLAR

12"

10"

12" PIN OAK

12" PINE

20" PINE

12" MAPLE

20" PIN OAK

10" MAPLE

12" MAPLE

24" POPLAR

24" PIN OAK

18" PIN OAK

20" PIN OAK

6" MAPLE

20" BLACK OAK

12"

36" PIN OAK

18"

15"

10"

15" MAPLE

20" PIN OAK

20" POPLAR

10" MAPLE

28" PIN OAK

10"

24"

20"

15" HDPE

CHERRY TREES

EX. FROST FREE HYDRANT

W/ GATE VALVE ON

CONC. BASE

EX. FROST FREE HYDRANT

W/ GATE VALVE

EX. FROST FREE

HYDRANTEX. FROST FREE HYDRANT

EX. FROST

FREE HYDRANT

TOW=911.7

TOW=910.6

TOW=911.7

TOW=910.6

STONE WALL

1/2" ROD

"NO PARKING, RIFLE

SQUAD FIRING AREA" SIGN

CONC. MONUMENT W/

NO IDENTIFIER NOTED

METAL SHED / EQUIPMENT SHELTER,

OPEN TO THE NORTH EAST

SECURITY FENCE AROUND

MAINTENANCE YARD

FFE = 876.50

WEST END OF WALL ON CONC. PAD TO GRADE

GRAVE MARKER (TYP)

FOUND STONE

GRAVE MARKER (TYP)

SECTION 'L' MARKER

SECTION 'K'

MARKER

SECTION 'H' MARKER

GRAVE MARKER (TYP)

SECTION 'N' MARKER

PARKING WHEEL-STOP USED

AS DRIVE BORDER (TYP)

GRAVE MARKER (TYP)

COLUMN SUPPORT

FOR PAVILION

ELECTRICAL PULL BOX

CHAINLINK FENCE (TYP)

IRRIGATION CONTROL CENTER AND 2 VALVES

ELECTRICAL PULL BOX

RETAINING WALL

IRRIGATION CONTROLS

IRRIGATION

CONTROLS

BURIED ELEC.

SERV. ENTERS BLD.

PVC GUARD POST

DECORATIVE

WALL

EDGE OF WOODS /

BRUSH AREA

EDGE OF WOODS / BRUSH AREA

ASPHALT

GRAVEL

ASPHALT

EX.

S13

EX.

S14

EX.

S15

EX.

S16

EX.

S17

EX.

S18

EX.

S20

EX.

S19

EX.

S2 EX.

EX.

S10

EX.

S11

EX.

S12

SECTION 'N' MARKER

ISB

CED

ISB

DSB

ISB

CED

DSB

CSA

DSB

ISB

DSB

LIMITS OF DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF DISTURBANCE

LIMITS OF

WORK

927928

931 931 932933934

930935

931932933934

912913

926927928929 931932933934

936937

912913914 916917918919

908 905 90

490690790

896897898899 901902903

908909

913914

91791

898 899

902903904

906907

891892893894896897898899901902

9 25

8 21

8 95

8 76

TC 8 02

7 63

7 93

77 28

80 00

79 50

GS 79 00

8 56

8 87

8 78

TC-HP 6 65

TC6 96

TOP

9 59

6 65

7 70

TC7 55

7 75

9 26

9 58

5 50

3 68

TOP

9 77

TC9 78

TOP

6 03

TOP

15 43

TOP

19 49

TOP

16 74

TOP

17 40

TOP

18 31

TOP

10 88

7 71

8 36

13 08

22 93

EP22 82

2 10

98 77

0 04

2 69

2 73

TOP

8 79

7 96

9 02

9 64

15 73

TC17 54

16 39

12 78

4 08

3 43

TOP

8 18

TOP

8 59

TOP

GS 1129

GS10 85

6 91

7 91

5 78

TOP

5 85

TOP

8 81

GS 8 07

-4.

0:1 -4 .0:

-4.0:1

-4.

0:1

-5 .0:

-4.0:1

-5.0:1

-4.0:1

-4 .0:

-4.0:1

-4.

0:1

-5 .6:

95 00

INV

95 00

INV

94 00

INV

3 76

LP5 55

TOP

7 09

TOP

94 00

INV

77 50

77 75

891892893894

898899

895896897898899

895 895 896896

896896

98 00

8 66

GS 8 34

8 03

7 71

-3 .0:

76 82

0 87

879 7730

9+75 10+00

10+59

10+00 11+00 12+00

12+36

11+99 9+02

10+00

11+00

24" HDPE

24" HDPE 24" HDPE

" H

DPE

15" HDPE

" H

15" HDPE

8" H

8" HDPE

8" HDPE8" HDPE

8" H

" H

15+42

11+00 12+00

13+00

15+00

11+16

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 JPG TME Dwg. of 76 U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS

FINAL CONSTRUCTION

DOCUMENT S

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP NELSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

\03

-1

.D W

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100 rvi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

WSP

(202) 331-7775

OCMI

(202) 607-7575

Office of Design and Construction

Service

GC101

EROSION AND SEDIMENT CONTROL

PLAN

KEY

CONSTRUCTION ENTRANCE

SILT FENCE

DIVERSION CHANNEL

CURB INLET SEDIMENT BARRIER

DROP INLET SEDIMENT BARRIER

CULVERT INLET SEDIMENT BARRIER

CULVERT OUTLET

ENERGEY DISSIPATOR

SYMBOL DESCRIPTION

LIMITS OF DISTURBANCE

E&S GRAPHIC LEGEND:

SEDIMENT TRAP

KEY MAP

(NOT TO SCALE)

TEMP. CONSTRUCTION ENTRANCE E&S

(ADJACENT TO U.S. RTE. 27)

SCE

ISB DSB

CED

SEQUENCE OF CONSTRUCTION:

PHASE I:

PHASE I OPERATIONS SHALL INCLUDE EROSION CONTROL MEASURES NEEDED TO DIVERT MAJOR OFF-SITE

CLEAN WATER AND ON-SITE DRAINAGE FLOWS AROUND THE WORK AREAS AND CONTROL EROSION AND

SEDIMENTATION ASSOCIATED WITH INITIAL CLEARING AND GRADING OPERATIONS.

1. CONTACT KENTUCKY 811 AT 1-800-752-6007 OR BY DIALING 811 ON A KENTUCKY

PHONE LINE OR KENTUCKY811.ORG, AT LEAST THREE WORKING DAYS PRIOR

TO BEGINNING WORK. LOCATE ALL UTILITIES.

2. STAKE/FLAG LIMITS OF CONSTRUCTION, SENSITIVE AREAS, AND TREES THAT

ARE TO BE PRESERVED. LIMITS OF CONSTRUCTION MUST REMAIN MARKED

THROUGHOUT THE ENTIRE SITE DEVELOPMENT.

3. INSTALL TEMPORARY STONE ACCESS AND ESTABLISH A PROTECTED STAGING

AND EQUIPMENT PARKING AREA.

4. INSTALL ALL INLET PROTECTION ON EXISTING STORM DRAIN INLETS AS SHOWN

ON THIS SHEET.

5. CLEAR AND GRUB AREAS FOR THE INSTALLATION OF PHASE I PERIMETER

CONTROLS. ONLY THE MINIMUM AREAS NECESSARY TO INSTALL PERIMETER

EROSION CONTROL MEASURES SHALL BE CLEARED AND GRUBBED.

6. INSTALL PERIMETER CONTROLS SUCH AS PHASE I SUPER SILT FENCE.

STABILIZE ALL EROSION AND SEDIMENT CONTROL MEASURES IMMEDIATELY

AFTER INSTALLATION. STABILIZE AREAS BETWEEN PERIMETER SEDIMENT

CONTROL MEASURES AND THE LIMITS OF…

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File details come from the government source that posted it. Updated Jul 24, 2020.