833CM3028 CNNC_Final CD Plans 2 of 2 pag 40-76.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

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

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.D W

G

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

STORMWATER MANAGEMENT

DETAILS

CJ102

24" HDPE

OUTLET PIPE

10-YR WSE ELEVATION=896.79

100-YR WSE ELEVATION=897.62

1-YR WSE ELEVATION=895.95

SIDE VIEW

SWM DRAINAGE STRUCTURE

FRONT VIEW

SWM DRAINAGE STRUCTURE

TYPICAL SIDE & FRONT VIEW OF SWM OUTLET STRUCTURE:

NOT TO SCALE

NOTES:

1. *REFER TO NOTE 3(B) OF STORMWATER MANAGEMENT NARRATIVE.

2. STRUCTURAL DESIGN OF RISER STRUCTURE, IF NOT IN CONFORMANCE WITH DETAILS AS SHOWN ON THIS SHEET , SHALL BE SUBMITTED BY CONTRACTOR TO VA FOR APPROVAL.

4'x4' RISER

STRUCTUREEMBANKMENT

GRADE (MAX. 3:1)

3.0' WIDE WEIR

ELEV.=896.00

4'8"

*2.5'

(MIN.)

2'

3'

4'x4' RISER

STRUCTURE

2'

4'8" 8"

DEBRIS RACK

2" ORIFICE

ELEV.=894.00

3.0' WIDE WEIR

ELEV.=896.00

TOP OF STRUCTURE

ELEV.=898.00

HIGH DENSITY POLYETHYLENE

TRASH RACK (OR EQUIVALENT)

WITH ANTI-VORTEX PLATE

CONCRETE FILL IN

BOTTOM OF SWM

OUTLET STRUCTURE

8"

DEBRIS RACK 2" ORIFICE

ELEV.=894.00

SECTION THRU DAM EMBANKMENT:

NOT TO SCALE

3:1 MAX.

10-YR WSE ELEVATION=896.79

EMERGENCY SPILLWAY:

NOT TO SCALE

1:11:1

WIDTH=8'

ELEV.=898.00

1.5'

10' MIN.

4'

MIN.

3:1 MAX.

1:1 1:1

CONSTRUCTED TOP OF EMBANKMENT=899.25 (SETTLED

ELEV.=899.00 ASSUMING 5% SETTLEMENT PER NRCS-378)

SEED & MULCH (TYP.)

EX. GRADE

BOTTOM OF CUT-OFF TRENCH

MIN. 4' BELOW EX. GROUND

IMPERVIOUS CORE AS DIRECTED BY

GEOTECHNICAL ENGINEER

CUT-OFF TRENCH AS DIRECTED BY

GEOTECHNICAL ENGINEER

TOP OF IMPERVIOUS CORE @ 10-YR

WATER SURFACE ELEVATION

CLASS I RIP-RAP

POND LINER DETAIL:

NOT TO SCALE

NOTES:

1. POND BOTTOM SHALL BE LINED WITH A MINIMUM OF 12" OF SUITABLE CLAY SOILS WITH A USGS SOIL CLASSIFICATION OF CL OR CH. THE

APPROVED CLAY SHALL HAVE A MINIMUM LIQUID LIMIT OF 30%, A MINIMUM PLASTICITY INDEX OF 15%, AND A MAXIMUM HYDRAULIC CONDUCTIVITY OF 1 x 10-7 CM/SEC.

2. ALL MATERIALS SHALL BE PRE-APPROVED PRIOR TO PLACEMENT. SAMPLES SHALL BE TAKEN FOR EACH LIFT PLACED TO VERIFY THE

APPROPRIATE HYDRAULIC CONDUCTIVITY RATE HAS BEEN ACHIEVED.

3. INSTALL CLAY LINER IN 6" LIFTS AND COMPACT USING A SHEEPSFOOT ROLLER TO 98% OF MAXIMUM DRY DENSITY AT 2% OF OPTIMUM MOISTURE

CONTENT AS DETERMINED BY STANDARD PROCTOR METHOD ASTM D-698.

4. PLACE 8" LAYER OF TOPSOIL OVER CLAY LINER.

5. SPECIAL ATTENTION MUST BE GIVEN TO SEALING AROUND PIPES AND STRUCTURES. COMPACT INTO A NOTCH IN THE SUBGRADE AND HAND

COMPACT.

3:1 MAX.

10' ANCHOR

TRENCH

8" TOPSOIL

12" CLAY LINER

COMPACTED

SUBGRADE

STORMWATER MANAGEMENT NARRATIVE:

1. ALL STORMWATER MANAGEMENT POND CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE JESSAMINE COUNTY REQUIREMENTS AND THE U.S.

DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE STANDARDS AND SPECIFICATIONS.

2. EMBANKMENT:

(A) DESIGN AND CONSTRUCTION OF THE PROPOSED DAM IS SUBJECT TO RECOMMENDATIONS AND INSPECTION BY A QUALIFIED GEOTECHNICAL ENGINEER.

(B) AREAS UNDER THE EMBANKMENT AND ANY STRUCTURAL WORKS SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL, ROOTS OR OTHER OBJECTIONABLE

MATERIAL.

(C) THE SUITABILITY AND ACCEPTABILITY OF ALL FILL MATERIAL WILL BE DETERMINED BY REGULAR PERIODIC SOIL ANALYSIS AND COMPACTION TESTS, WHICH SHALL BE

MADE BY A QUALIFIED GEOTECHNICAL ENGINEER.

(D) TESTS FOR SOIL ANALYSIS, MOISTURE CONTENT, AND COMPACTION ARE TO BE CONDUCTED IN ACCORDANCE WITH THE LATEST APPLICABLE ASTM STANDARDS AND

SPECIFICATIONS.

(E) MATERIALS USED FOR THE IMPERVIOUS CORE AND CUT-OFF TRENCH, IF REQUIRED BY THE GEOTECHNICAL ENGINEER, SHALL BE COMPRISED OF ONE OF THE FOLLOWING SOILS AS DESIGNATED BY THE UNIFIED SOIL SYSTEM: SC, CL, OR ML HAVING A MINIMUM PLASTICITY INDEX OF 8 WITH A MINIMUM OF 45% PASSING THE NO.

200 SIEVE AND A MAX. OF 5% RETAINED ON THE NO. 4 SIEVE. THE CUT-OFF TRENCH (IF REQUIRED) SHALL EXTEND A MINIMUM OF 4 FEET BELOW SUBGRADE OR TO

REFUSAL.

(F) THE CUT-OFF TRENCH SHALL BE EXCAVATED INTO IMPERVIOUS MATERIAL ALONG OR PARALLEL TO THE CENTERLINE OF THE EMBANKMENT AS SHOWN ON THE PLANS.

THE BOTTOM WIDTH OF THE TRENCH SHALL BE A MINIMUM WIDTH OF 4 FEET. THE DEPTH SHALL BE AT LEAST 4 FEET BELOW EXISTING GRADE OR AS SHOWN ON THE PLANS. THE SIDE SLOPES OF THE TRENCH SHALL BE 1 TO 1 OR FLATTER. THE BACKFILL SHALL BE COMPACTED WITH CONSTRUCTION EQUIPMENT, ROLLERS, OR HAND

TAMPERS TO ASSURE MAXIMUM DENSITY AND MINIMUM PERMEABILITY.

(G) THE EMBANKMENT MAY BE CONSTRUCTED AS A HOMOGENOUS EMBANKMENT DAM USING ACCEPTABLE MATERIAL CLASSIFIED ML, CL, SC, OR GC SOILS PER ASTM D-2487.

IN TO THESE MATERIALS, SOILS CLASSIFIED CH AND MH MAY BE USED AS COMPACTED ADDITION EMBANKMENT FILL BELOW THE UPPER 5 FEET OF THE SLOPES. SOILS CLASSIFIED AS SM OR GM PER ASTM D-2487 OR SUITABLE FILL MAY BE USED FOR EMBANKMENT IN THE DOWNSTREAM HALF OF THE EMBANKMENT SUBJECT TO

APPROVAL BY A QUALIFIED GEOTECHNICAL ENGINEER.

(H) COMPACTION SHALL BE NOT LESS THAN 98% OF THE MAXIMUM DRY DENSITY FOR THE GIVEN EMBANKMENT MATERIAL AS DETERMINED BY USE OF THE STANDARD

PROCTOR METHOD PER ASTM T-99 OR ASTM D-698.

(I) EMBANKMENT FILL SHALL BE CONSTRUCTED IN 8-INCH LOOSE LIFTS AND SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE FILL SO THAT SMOOTH HORIZONTAL PLANES ARE NOT BUILT INTO THE FILL STRUCTURE. SCARIFYING OR USE OF SHEEPS-FOOT ROLLERS CAN BE USED TO AVOID SMOOTH HORIZONTAL PLANES.

(J) THE EMBANKMENT SHALL BE CONSTRUCTED TO A MINIMUM ELEVATION 5% HIGHER THAN THE DESIGNED HEIGHT TO ALLOW FOR SETTLEMENT WHEN MECHANICAL

COMPACTORS ARE USED FOR CONSTRUCTION.

(K) THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ACCEPTABLE BORROW MATERIAL EITHER FROM ON-SITE OR OFF-SITE SOURCES AS REQUIRED. ALL OFF-SITE

WASTE OR BORROW SOURCES SHALL BE INCLUDED IN THE NPDES PERMIT.

(L) THE CONTRACTOR SHALL MAINTAIN ALL MATERIAL TICKETS, SOIL TEST RESULTS AND PHOTOGRAPHIC RECORDS OF COVERED EMBANKMENT CONSTRUCTION ELEMENTS (CUT-OFF TRENCH, ANTI-SEEP MEASURES, PIPE INSTALLATION) FOR INCLUSION INTO AS-BUILT POND RECORDS.

(M) EMBANKMENT CONSTRUCTION SHALL BE CERTIFIED BY AN ENGINEER AS MEETING THE ABOVE REQUIREMENTS.

3. OUTLET CONTROL STRUCTURE NOTES:

(A) THE PURPOSE OF THIS PLAN IS TO PROVIDE THE BASIC DIMENSIONS REQUIRED TO CONTROL THE CONSTRUCTION OF THE COMBINATION PRINCIPLE/EMERGENCY

SPILLWAY. THE BASIC DIMENSIONS OF ALL DRAINAGE STRUCTURES AND ORIFICES SHOWN FOR EACH CONTROL STRUCTURE SHALL BE MAINTAINED.

(B) ALL RISER, SPILLWAY, AND FOOTING DIMENSIONS AND/OR THICKNESS, AS WELL AS REINFORCEMENT, BUOYANCY CALCULATIONS AND THE METHOD OF JOINING THE VARIOUS STRUCTURAL ELEMENTS SHALL BE VERIFIED BY A PROFESSIONAL STRUCTURAL ENGINEER AND SUBMITTED TO THE ENGINEER OF RECORD FOR ACCEPTANCE

PRIOR TO FABRICATION.

(C) SUBGRADE PREPARATION AND BEDDING REQUIREMENTS FOR ALL STRUCTURAL ELEMENTS ARE SUBJECT TO DESIGN BY A PROFESSIONAL GEOTECHNICAL ENGINEER.

(D) PRECAST CONCRETE IS TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.

(E) ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4".

(F) SHOP DRAWINGS ARE TO BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO FABRICATION.

(G) BACKFILL ADJACENT TO THE OUTLET STRUCTURES SHALL BE OF THE TYPE AND QUALITY CONFORMING TO THAT SPECIFIED FOR THE ADJOINING FILL MATERIAL. THE FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED FOUR INCHES IN THICKNESS AND COMPACTED BY HAND TAMPERS OR OTHER MANUALLY DIRECTED COMPACTION EQUIPMENT. THE MATERIAL NEEDS TO FILL COMPLETELY ALL SPACES UNDER AND ADJACENT TO THE PIPE. AT NO TIME DURING THE BACKFILLING OPERATION SHALL DRIVEN EQUIPMENT BE ALLOWED TO OPERATE CLOSER THAN FOUR FEET, MEASURED HORIZONTALLY, TO ANY PART OF A STRUCTURE. UNDER NO

CIRCUMSTANCES SHALL EQUIPMENT BE DRIVEN OVER ANY PART OF A CONCRETE STRUCTURE.

(H) THE RIP-RAP SHALL BE PLACED TO THE REQUIRED THICKNESS IN ONE OPERATION. THE ROCK SHALL BE DELIVERED AND PLACED IN A MANNER THAT WILL ENSURE THE RIP-RAP IS REASONABLY HOMOGENOUS WITH LARGER ROCKS UNIFORMLY DISTRIBUTED AND FIRMLY IN CONTACT WITH SMALLER ROCKS FILLING THE VOIDS BETWEEN

THE LARGER ROCKS. FILTER CLOTH SHALL BE PLACED UNDER ALL RIP-RAP.

CUT-OFF TRENCH & IMPERVIOUS CORE NOTES:

1. A CUT-OFF TRENCH OF RELATIVELY IMPERVIOUS MATERIAL SHALL BE PROVIDED UNDER THE ENTIRE LENGTH OF THE EMBANKMENT AND SHALL BE LOCATED AT OR

UPSTREAM FROM THE CENTERLINE OF THE EMBANKMENT. THE CUT-OFF TRENCH SHALL HAVE A BOTTOM WIDTH ADEQUATE TO ACCOMMODATE THE EQUIPMENT USED FOR EXCAVATION, BACKFILL, AND COMPACTION OPERATIONS, WITH A MINIMUM WIDTH BEING 4 FEET, AND SHALL HAVE SIDE SLOPES NO STEEPER THAN ONE HORIZONTAL TO ONE VERTICAL. THE CUT-OFF TRENCH SHALL HAVE A MINIMUM DEPTH OF 4 FEET.

2. ANY IMPERVIOUS CORE WITHIN THE EMBANKMENT SHALL BE LOCATED AT OR UPSTREAM FROM THE CENTERLINE OF THE EMBANKMENT, AND SHALL EXTEND UP FROM THE ABUTMENTS TO THE 10-YEAR WATER SURFACE ELEVATION. THE IMPERVIOUS CORE SHALL EXTEND VERTICALLY FROM THE CUT-OFF TRENCH UP TO THE 10-YEAR

WATER SURFACE ELEVATION THROUGHOUT THE EMBANKMENT.

POND LINER NOTES:

1. THE POND AND SEDIMENT FOREBAYS SHALL BE LINED IN ONE OF THE FOLLOWING TWO WAYS: A 24" CLAY LINER WITH A MAXIMUM HYDRAULIC CONDUCTIVITY OF 1 x 10-7

CM/SEC OR WITH A VA APPROVED LINER SYSTEM.

POND LANDSCAPING NOTE:

1. THE SWM BASIN SHALL BE VEGETATED WITH GRASS TO ENHANCE WATER QUALITY. NO LANDSCAPING SHALL BE PERMITTED ALONG ANY PORTION OF THE POND

EMBANKMENT.

CONSTRUCTED TOP OF EMBANKMENT=899.25 (SETTLED

ELEV.=899.00 ASSUMING 5% SETTLEMENT PER NRCS-378)

10-YR WSE ELEVATION=896.79

100-YR WSE

ELEVATION=897.62

2'-0"

3'-0"

2'-1 1/2"

TRASH RACK

SM2A

SM2B

SM1A

SM1B

SM3A

SM3B

SM7A

SM7B

FWS3

FWS1

(4) 6' BENCHES, SEE

COLUMBARIUM ENLARGEMENT

PLAN FOR LOCATIONS

PP-1.1

REG-2.1

REG-2.2

PP-2.1

REG-1.1

15" HDPE

REG-1.1

FWS2

FWS4

SECTION AA

SECTION BB

SECTION CC

SECTION GG

COLUMBARIUM PLAZA C2

PP-1.1

PP-2.1

NC-04.01C

NC-04.03B

COLUMBARIUM C2

SECTIONS AA-CC, GG /

COLUMBARIUM C2 (UP

ARROW)

No: 105294.74

Ea: 1539726.21

No: 104577.24

Ea: 1538789.36

S, 2, 3

S, 2, 3

REG-1.1

REG-1.2

REG-2.1

REG-2.2

NC-03.01A

NC-03.01A

NC-03.01G

NC-03.01G

STOP

STOP

AUTORIZED VEHICLES

ONLY

AUTORIZED VEHICLES

ONLY

No: 104587.36

Ea: 1538762.46

No: 105300.93

Ea: 1539672.34

No: 104837.04

Ea: 1538920.27

No: 104737.70

Ea: 1539126.08

N, 2, 3

E, 2, 3

S, 2, 3

N, 2, 3

SM.1A

SM.1B

SM.2A

SM.2B

SM.3A

SM.3B

SM.7A

SM.7B

No: 104766.33

Ea: 1539204.97

No: 104931.43

Ea: 1539339.70

No: 104826.27

Ea: 1539225.52

No: 104988.45

Ea: 1539353.93

No: 104951.53

Ea: 1539362.09

No: 105071.75

Ea: 1539567.24

No: 105333.09

Ea: 1539711.10

No: 105426.44

Ea: 1539794.02

FWS.1

FWS.2

FWS.3

FWS.4

No: 104945.63

Ea: 1539350.01

No: 104978.01

Ea: 1539344.44

No: 105346.66

Ea: 1539786.05

No: 105421.79

Ea: 1539709.26

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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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9\2

_V

AN

CC

AI

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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 4/8/2020

CI800

JGS JEB 41

SITE SIGNAGE AND

AMENITIES PLAN

LEGEND

PROPERTY LINE

NOTES

1. CONTRACTOR SHALL STAKE LOCATIONS OF ALL SIGNS AND

RECEIVE APPROVAL FROM AE/COR PRIOR TO INSTALLATION.

LOW PROFILE

REGULATORY SIGN

(REG-#.#)

DIRECTIONAL SIGN

(PP-#.#)

SM#X

SECTION MARKER

FWS#

FLOWER WATERING

STATION

CI801

CI801

CI801

CI802

KEYED NOTES

N NORTH

S SOUTH

E EAST

W WEST

1 PARALLEL TO ROAD

2 PERPENDICULAR TO ROAD

3 SINGLE SIDED

4 DOUBLE SIDED

AutoCAD SHX Text

STOP

AutoCAD SHX Text Sections AA-CC, GG

AutoCAD SHX Text Columbarium C2

AutoCAD SHX Text Vehicles

AutoCAD SHX Text Authorized

AutoCAD SHX Text Only

AutoCAD SHX Text Vehicles

AutoCAD SHX Text Authorized

AutoCAD SHX Text Only

AutoCAD SHX Text Columbarium C2

AutoCAD SHX Text E

AutoCAD SHX Text N65° 51' 05.00"W

AutoCAD SHX Text 440.959

AutoCAD SHX Text

STOP

AutoCAD SHX Text

STOP

AutoCAD SHX Text Vehicles

AutoCAD SHX Text Authorized

AutoCAD SHX Text Only

AutoCAD SHX Text Sections AA-CC, GG

AutoCAD SHX Text Columbarium C2

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

S

E

C

F

A

C

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R

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6"

2"

LIGHT GRAY GRANITE SECTION

MARKER, HONED INSCRIPTION

FACE, ALL SURFACES TO BE

HONED FINISH; ALL CORNERS

AND EDGES INCLUDING 12"

BELOW GROUND LEVEL SHALL

BE EASED TO

" RADIUS.

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

3"

6"

SEC

TOP VIEW

M

I N

F

O O

T I N

G

2'-0"

ARCHITECTURAL PRE-CAST

CONCRETE SIGN POST, TYP.

ARCH. PRE-CAST

CONCRETE COLLAR, TYP.

FINISHED GRADE

COMPACTED STONE

BACKFILL AND BASE

COMPACTED SUBGRADE

S

I D

O

F

P

O S

T

T

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S I D

E

W

S

I G

N

P

A N

E L

V A

R I E

S

S

I G

N

D

E T

A I L

S

ELEVATION

CI801

CI801

R

RECESS IN CONCRETE POST,

ALL (4) SIDES*

ARCHITECTURAL PRE-CAST

CONCRETE COLLAR

CONCRETE POST

1/2" CHAMFER 4 SIDES.

TOP ONLY.

1/2" GAP BETWEET POST

AND COLLAR; NO CAULK

BETWEEN POST AND

COLLAR

1'-11"

1 2

PLAN

ELEVATION

EXTRUDED ALUMINUM SIGN

CABINET FRAMING WITH 1/8" THICK

ALUMINUM FACE PANEL; FRONT

SIGN PANEL TYP. ALL SIGNS

PLAN

1 2

PROVIDE (4) #3 REBAR EQUALLY

SPACED. 1" CHAMFER AT TOP OF

POST

4"

" RECESS TYP.

ARCHITECTURAL PRE-CAST

CONCRETE POST, LIGHT SAND

BLAST FINISH, TYP.

1" 1"

ALL (4) SIDES OF POST HAVE

RECESSED AREA

CI801

RECESSED AREA BELOW SIGN

PANEL

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

ELEVATION

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

1'-6"

9" 9"

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF CURB TO FACE OF POST.

FINISH GRADE

POST FOOTING,

TYP.

R E

C E

S S

E D

A R

E A

CONCRETE SIGN POST,

TYP. RECESS OCCURS

ALL FOUR SIDES.

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK SIGN

PANELS (SIDES, TOP &

BOTTOM); POWDER COATED

FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 CAST

BRONZE (CUSTOM COLOR);

TEXT SHALL BE HELVETICA;

PROVIDE SHOP DRAWINGS

ARCH. PRE-CAST

CONCRETE COLLAR

CI801

CI801

CI801

SIGN CABINET ATTACHMENT

CI801

STOP

1'-6"

SIGN KEY: REG-1

COLOR

MP55153

COLOR

MP32071

5" HT.

TEXT

1 4

1 4

" 7

" 5

ARCH. PRE-CAST CONCRETE COLLAR

FRONT SIGN PANEL

ASSEMBLY, TYP. ALL SIGNS

SIGN POST

"8

2'-0"

PLAN

3'-0" FROM

BACK OF CURB

Vehicles

Authorized

Only

1'-6"

3 4

3 4

1 4

3 4

1 4

3 4

1 4

1 2

3 4

SIGN KEY: REG-2

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF CURB TO FACE OF POST.

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

V A

R I E

S

S E

E

S I G

N

C O

P Y

3'-0"

1'-6" 1'-6"

Text As Shown

ELEVATION

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

R E

C E

S S

E D

A R

E A

PLAN

1 2

3'-0" FROM

BACK OF CURB

2'-0"

ARCH.PRE-CAST

CONCRETE COLLAR

SIGN CABINET ASSEM.

SIGN POST

FINISH GRADE

POST FOOTING,

TYP.

CONCRETE SIGN

POST, TYP. RECESS

OCCURS (3) SIDES.

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK SIGN

PANELS (SIDES, TOP &

BOTTOM); POWDER COATED

FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 CAST

BRONZE (CUSTOM COLOR);

PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE

REFLECTIVE WHITE EQUAL TO

3M DG3 DIAMOND GRADE, 4090

HIGH PERFORMANCE;

TYPEFACE TO BE HELVETICA,

INITIAL CAP & LOWER CASE,

HEIGHT AS NOTED

ARCH. PRE-CAST

CONCRETE COLLAR

CI801

CI801

CI801

CI801

V A

R I E

S

Sections

AA-CC, GG

3'-0"

3 4

1 2

1 2

2"

1 2

1 2

SIGN KEY: PP-2.1

Columbarium C2

3'-0"

3 4

1 2

3 4

SIGN KEY: PP-1.1

Columbarium C2

1 2

3 4

1" X 1" MIN. EXTRUDED ALUMINUM FRAMING

MEMBER WITH , 1/8" MIN THICK WALLS;

MITERED CORNERS; WELD AND GRIND

SMOOTH. POWDER COAT FINISH ALL

EXPOSED SURFACES TO MATCH SIGN PANEL.

NEOPRENE WASHER

ARCH. PRE-CAST CONCRETE POST

CONT. WELD GROUND SMOOTH

STAINLESS STEEL WASHER

3/8" X 3" S.S. BOLT AND EXPANSION SHIELD

CONT. WELD

FIELD DRILLED HOLE

EXP. SHIELD

1/8" ALUMINUM SIGN PANEL ATTACHED TO

FRAMING MEMBER BODY

SIGN FRAME AND MOUNTING

SECTION ENLARGEMENT

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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

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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 4/8/2020

CI801

JGS JEB 42

SITE SIGNAGE DETAILS

Scale: 1"=1'-0"

GRANITE SECTION MARKER

Scale: 1"=1'-0"

TYPICAL CONCRETE POST AND FOOTING

Scale: 1"=1'-0"

TYPICAL CONCRETE COLLAR

Scale: NTS

LOW PROFILE REGULATORY SIGNS

Scale: NTS

I.D. AND DIRECTIONAL SIGNS

Scale: 6"=1'-0"

TYPICAL CONCRETE POST PLAN

Scale: 6"=1'-0"

SIGN PANEL ATTACHMENT

METAL BENCH

(SEE SPECIFICATIONS)

6'-0"

SEE

ENLARGEMENT

BENCH FOOT

CONCRETE

" X 3

" LONG S.S.

EXPANSION BOLT WITH

S.S. ACORN TOP NUT, S.S.

LOCK WASHER, AND S.S.

FLAT WASHER

METAL BENCH, ANCHOR TO

CONCRETE AT ALL CONNECTION

POINTS PROVIDED BY THE

MANUFACTURER

FINISHED GRADE - SEE

PLAN FOR ELEVATION

SIDE VIEW

FRONT VIEW

ENLARGED VIEW

C

L

C

L

7'-6"

*EXCEPT AT COLUMBARIUM - WIDTH TO

MATCH WIDTH OF PLANTING BED

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION DETAILS

3/8" PEX TUBING WITHIN 1 1/2"

SCHED. 40 PVC PIPE SLEEVING,

TYP.; 1% SLOPE TO CURB STOP

VALVE WITH DRAIN

4" THICK

REINFORCED 3500

P.S.I. CONC. PAD W/

1/4" RADIUS @

EDGE, TYP; MED.

BROOM FINISH; RUB

OUT ALL SURFACE

TOOL MARKS

R

1'-9" 1'-9"

C

L

#5 BARS, TYP.

Trash Flower Vases

DO NOT

TOPSOIL/LAWN

2'-6" DIA.

SUMP PIT

4" HDPE PIPE W/ OPEN END COVERED WITH

FILTER FABRIC CRIMPED AROUND END OR

PIPE (CONNCECT TO STORM DRAIN SYSTEM

OR OTHER FREE DRAINING SYSTEM AS

INDICATED)

ARCHITECTURAL PRE-CAST CONC. POST 7 1/2"

SQ.; FINISH AND COLOR AS SPECIFIED

FINISHED GRADE - SEE GRADING

PLAN FOR ELEVATION

COMPACTED SUBGRADE

2'-6" DIA.

SUMP PIT

1 4

"DO NOT DRINK"

SIGN; (4) SIDES

WATER SPIGOT, SEE

SPECIFICATIONS

ARCHITECTURAL PRE-CAST CONC. POST W/

EXTERIOR WATER SPIGOT ASSEMBLY; 7 1/2"

SQ.; FINISH AND COLOR TO MATCH EXISTING

3/8" DIA. WASHED, ROUNDED GRAVEL

DRAINAGE FILL - 4" DEPTH; GRAVEL

PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM

TRASH

RECEPTACLE

FLOWER VASE

CONTAINER

STORAGE RECEPTACLE

ADA COMPLIANT WATER

SPIGOT (SEE SPECS)

FRONT ELEVATION

SPIGOT POST SECTION

DRINK

T Y

P

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; DRAINAGE FILL AGGREGATE

COMPACTED TO 95% RD (SEE

SPECIFICATIONS)

VALVE BOX WITH

PRESSURE REDUCER,

SEE IRRIGATION DETAILS

" DIA.

PVC SLEEVE, SEE

IRRIGATION DETAILS FOR

PIPE AND VALVE

CONNECTIONS

3/8" DIA. WASHED, ROUNDED GRAVEL DRAINAGE

FILL - 4" DEPTH; GRAVEL PIT WRAPPED WITH

NON-WOVEN GEOTEXTILE FABRIC ON SIDES AND

BOTTOM

REINF. CONC. PVMT.

BURIAL AREA, TYP. ADJACENT ROADWAY, TYP.

C

L

PLAN

CI802

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

VALVE WITH DRAIN

" SCH40 PVC DWV 90 DEGREE ELBOW

CAST INTO ARCHITECTURAL PRE-CAST CONC.

POST

CI803

CI803

4" HDPE PIPE W/ OPEN END COVERED

WITH FILTER FABRIC CRIMPED AROUND

END OR PIPE (CONNCECT TO STORM

DRAIN SYSTEM OR OTHER FREE

DRAINING SYSTEM AS INDICATED)

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM;

DRAINAGE FILL AGGREGATE COMPACTED TO

95% RD (SEE SPECIFICATIONS)

LAYOUT POINT, SEE SITE SIGNAGE

AND AMENITIES PLAN, SHEET CS801

FOR LOCATIONS

PIPE

CI803

CI803

CONCRETE

PAD

CONCRETE

PAD

POST

ARCH. PRE-CAST CONCRETE POST

C

L

C

L

FLOWER VASE

CONTAINER

STORAGE RECEPTACLE

TRASH

RECEPTACLE

3 4

5/16"Ø HOLES TO RECEIVE 1/4"Ø

X 1-1/2" SS TAMPER-PROOF

SCREWS WITH EXPANSION

SHIELDSSCREWS, COLOR OF

SCREWS TO MATCH PANEL, TYP.

3 4

1 2

R

8 "

1/8" THICK ALUMINUM

SIGN PANEL; (COLOR

MP07458 - CAST

BRONZE)

WHITE

BLACK

RED

BLACK

WHITE

3 4

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

TRASH RECEPTACLE

PERSPECTIVE

NOTE: SEE

SPECIFICATIONS FOR

TRASH AND FLOWER

VASE RECEPTACLES

DOMED TOP LID

W/ SELF-CLOSING

DOOR

SPECIAL HINGED LID W/

FLORAL REGULATIONS DECAL

ATTACHED - SEE LID PLAN

VIEW

FLORAL REG. DECAL

HANDLE

HANDLE

3/4" SQUARE HOLE

FOR ANCHOR BOLT

SEE SPECIFICATIONS

CI802

FLORAL

REGULATIONS

1'-2

1/4" TYP.

NOTE: SUBMIT SHOP

DRAWINGS FOR TEXT

APPROVAL BY THE

RESIDENT ENGINEER &

CEMETERY DIRECTOR

PRIOR TO FABRICATION

CLEAR DECALS W/ WHITE

LETTERING (SUBMIT COLOR

SAMPLES); MATTE FINISH;

LETTERING TO BE OPTIMA BOLD,

UPPER & LOWER CASE, TITLE TO

BE 1" HT., ALL OTHER TEXT TO BE

3/16" HT.

FLOWER VASE

RECEPTACLE LID

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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

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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 4/8/2020

CI802

JGS JEB 43

SITE AMENITY DETAILS 1

Scale: NTS

6 FOOT BENCH

Scale: 1"=1'-0"

FLOWER WATERING STATION

Scale: NTS

'DO NOT DRINK' COPY AND SIGN PANEL

Scale: NTS

FLORAL REGULATIONS DECAL DETAIL

AutoCAD SHX Text

DO NOT DRINK

AutoCAD SHX Text

REGULATIONS

AutoCAD SHX Text

FLORAL

1. The Department of Veteran Affairs does not permit adornments that are considered offensive, inconsistent with the dignity of the cemetery or considered hazardous to cemetery personnel. 2. Only two (2) floral arrangements, that accompany the casket or urn at the time of the burial, will be placed on the completed gravesite. 3. Fresh cut flowers may be placed on the gravesite at any time. Western New York National Cemetery will provide floral containers. 4. Flowers will be removed from gravesites and disposed of by cemetery personnel when they become withered, faded or otherwise unsightly or when it becomes necessary to facilitate cemetery operations such as mowing, interments or any renovations. 5. Permanent plantings, statues, vigil lights, breakable objects of any kind, and similar commemorative items are not permitted on gravesites at any time. Cemetery personnel will remove from the gravesite these and other hazardous objects. 6. Artificial flowers will be permitted on gravesites during the period from November 1st through April 15. Artificial flowers and potted plants will be permitted on gravesites seven (7) days before and seven (7) days after Easter Sunday and seven (7) days before and seven (7) days after Memorial Day. 7. During the Christmas season, Christmas wreaths, grave floral blankets and other such Christmas floral arrangements will be permitted commencing on December 1 and allowed to remain on the grave through January 20 of each year. Grave blankets will not be larger than 2-feet by 3-feet. 8. Floral items and other types of decorations will not be secured to the headstones or niche covers.

1 2

WATER SPIGOT ASSEMBLY

ENLARGED PLAN

SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE; SMOOTH BRONZE

FINISH; SEE SPECIFICATIONS

1/4"Ø X 1-3/4" SS TAMPER

PROOF PAN HEAD SCREW, TYP.

3/8" PEX TO 1/2" FNPT

PUSH-TO-CONNECT FEMALE

ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

ARCHITECTURAL

PRE-CAST POST

" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

C

" SCH40 PVC DWV 90 DEGREE

ELBOW CAST INTO

ARCHITECTURAL PRE-CAST

CONC. POST

2-1/2" X 4" X 1/4" THICK BRASS FACE

PLATE; FINISH TO MATCH WATER

SPIGOT

L

3/8" PEX TUBING

NOTE:

1. PRIME AND CEMENT ALL PVC CONNECTIONS

PRIOR TO CASTING IN ARCHITECTURAL

PRE-CAST POST

2. ENSURE FAUCET AND PIPING ARE SECURE

WITH NO VERTICAL OR HORIZONTAL

MOVEMENT OF THE SPIGOT WITHIN THE POST

M

I N

WATER SPIGOT ASSEMBLY

ENLARGED SECTION

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

SCREW & S.S. PRECAST CONCRETE INSERT

ARCHITECTURAL

PRE-CAST POST

" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

2-1/2" X 4" X 1/4" THICK BRASS FACE

PLATE; FINISH TO MATCH WATER

SPIGOT

" 3

2"

TYP.

2"

TYP.

3 8

T Y

P

T Y

P

1"

TYP.

" 2

1/4"Ø X 1-1/2" SS TAMPER PROOF PAN

HEAD SCREW & S.S. PRECAST CONCRETE

INSERT, COLOR OF SCREW HEADS TO

MATCH PANEL, TYP.

C

L

T Y

P

1"

TYP.

5"

CI802

C

L

OF ELBOW

SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE AND 1/2" NPT

INLET; SMOOTH BRASS FINISH; SEE

SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

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

TIGHTLY SECURE BRASS FACEPLATE TO

THE SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

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

FEMALE ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

" SCH40 PVC DWV 90 DEGREE ELBOW

CAST INTO ARCHITECTURAL PRE-CAST

CONC. POST

3/8" PEX TUBING

" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

3/8" RECESS CAST INTO POST

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS

NEEDED TO TIGHTLY SECURE

BRASS FACEPLATE TO THE

SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

CI802

4"

1"1"

R

E C

E S

S

T

Y P

A L

L

S

I D

E S

1 2

(4) #3 EQUALLY

SPACED REBAR; 3/4"

MIN. CLEARANCE

FROM ALL EDGES

AND INTERAL

CASTINGS

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

3/8" RECESS

(BELOW);

ALL SIDES

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

SECTION

PLAN VIEW

PVC CONDUIT

CAST-IN-PLACE TO

ACCEPT PLUMBING

CONNECTIONS

CI803

C

L

OF

PIPE

" 3

5'-10" LONG, MIN.

ARCHITECTURAL

PRE-CAST POST WITH

1" CHAMFER ON ALL

SIDES & TOP; LIGHT

SANDBLAST FINISH;

SEE ELEVATION

TOP ELEVATION

NOTE:

1. SEE FLOWER WATERING STATION DETAILS

FOR OVERALL POST HEIGHT, 3/8" RECESS

HEIGHT AND LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS

FOR CAST-IN-PLACE PVC CONDUIT SIZES

AND LOCATION TO ACCEPT WATER SPIGOT

PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO CASTING IN POST

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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

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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 4/8/2020

CI803

JGS JEB 44

SITE AMENITY DETAILS 2

Scale: 1'=1'-0"

FLOWER WATERING STATION - SPIGOT ENLARGEMENTS

Scale: 6"=1'-0"

FLOWER WATERING STATION - CONCRETE POST DETAILS

TYPICAL DOUBLE-SIDED

COLUMBARIUM WALL; 5 NICHE

HIGH WITH 250 NICHES TOTAL

6' BENCH WITH BACK; (4 TOTAL),

BENCH SHALL BE CENTERED

ALONG WALL LENGTH, TYP.

PLANTING AREA; SEE PLANTING PLANS

FOR ADDITIONAL INFORMATION

CONCRETE PAVEMENT; BROOM FINISH, TYP.

TYPICAL DOUBLE-SIDED COLUMBARIUM

WALL; 5 NICHE HIGH WITH 250 NICHES

FLOWER WATERING STATION; SEE

SITE FURNISHINGS PLAN FOR

LOCATION, TYP.

SIGN, SEE SITE

SIGNAGE AND

AMENITIES PLAN,

SHEET CS801, TYP.

7.00' 2.85' 2.85' 7.00' 7.43' 7.00' 2.85' 2.85' 7.00'

CI802

CI701

CI701

CENTERLINE

BENCH

ALIGN

TYP.

ALIGN

TYP.

CI802

E

Q U

A L

P

A N

E L S

T

Y P

T

Y P

T Y

P

T Y

P

T

Y

P

T

Y

P

SEE CS103 FOR CURB AND

ROAD LAYOUT, TYP.

L2

L1

DECORATIVE GRAVEL STRIP, TYP.

CI701

HEAVY DUTY

CONCRETE

PAVEMENT, TYP.

CI702

CI702

ALIGN

TYP.

L4

L3

EXPANSION JOINT AT PIER, TYP.

R

R

CI701

CI701

SECTION MARKER,

SEE SITE CS801, TYP.

C

W

A L L

C

W

A L L

C

W

A L L

C

W

A L L

EJ

EJEJ

EJEJEJ

EJ

EJ

E J

E J

E J

E J

E J

E J

E J

E J

EJ

EJ

EJ

E J

E J

SITE LAYOUT TABLE

POINT

L1

L2

L3

L4

NORTHING

105357.9887

105339.8976

105337.5899

105319.4988

EASTING

1539793.7188

1539814.3355

1539775.8192

1539796.4358

KEY MAP

(NOT TO SCALE)

COLUMBARIUM

ENLARGEMENT

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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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\01

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OL

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NL

GM

T.

DW

G

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 4/8/2020

CS401

JGS JEB 45

COLUMBARIUM ENLARGEMENT

PLAN

LEGEND

FLOWER WATERING STATION

BENCH

DOUBLE SIDED

COLUMBARIUM WALL

NOTES

1. ALL DIMENSIONS ARE PARALLEL OR

PERPENDICULAR TO THE LAYOUT LINE.

2. COLUMBARIUM WALLS AND PLAZA SHALL BE

CENTERED ON PARKING PULL-OFF.

CONTRACTOR SHALL STAKE OUT WALL

LOCATIONS BASED ON NORTHING AND EASTING

COORDINATE POINTS PRIOR TO CONSTRUCTION.

IF THE WALLS AS STAKED OUT ARE NOT

CENTERED ON PARKING PULL-OFF

CONTRACTOR SHALL NOTIFY RE/COR FOR

DIRECTION.

LAYOUT LINE

CONTROL JOINT

EXPANSION JOINT

LAYOUT POINT

CONCRETE PAVEMENT

HEAVY-DUTY CONCRETE

PAVEMENT

EJ

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 5'

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

908.81 908.07

908.21

908.75 908.64

908.52

908.41

908.32

908.75

908.59 908.47

908.41

908.32

909.46

907.76

1.6%

1.6%

908.84

TC 909.33

TC 908.76TC 908.02

TC 907.63

908.95

908.26

1.6%1.6%

908.70

DRAIN INLET,

SEE SHEET

CG103

RIDGE

908.64 908.52

RIDGE

1.6%

1.6%

RIDGE

RIDGE

RIDGERIDGE

908.95

10 LF 4"

HDPE @ 3%

6.5 LF 4"

HDPE @ 10%

STORM UNDER DRAIN, TYP.

TIE INTO STORM DRAIN,

SEE SHEET CG103

AREA DRAIN, SEE

SHEET CG103

908.84

908.21

CLEAN OUT,

SEE SHEET

CG103

UNDER DRAIN,CLEAN OUT, TYP.

CI701

FWS DRAIN PIPE

6 LF 4" HDPE @ 2%

DRAIN PIPE,

SEE SHEET

CG103

DRAIN PIPE, SEE

SHEET CG103

FLUSH CURB, SEE

CG103

KEY MAP

(NOT TO SCALE)

COLUMBARIUM

ENLARGEMENT

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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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9\2

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GM

T.

DW

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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 4/8/2020

CG401

JGS JEB 46

COLUMBARIUM ENLARGEMENT

GRADING PLAN

LEGEND

PROPOSED CONTOUR

PROPERTY LINE

EXISTING CONTOUR

907.5

FINISH GRADE ELEVATION

SPOT GRADE

NOTES

1. SEE SHEETS CG101-103 FOR ALL OTHER SITE

GRADING.

2. CROSS SLOPE SHALL NOT EXCEED 2%.

3. THE ELEVATION ALONG THE FACE OF THE

COLUMBARIUM WALLS SHALL REMAIN

CONSISTENT UNLESS OTHERWISE NOTED.

STORM UNDER DRAIN

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GRAPHICAL SCALE: 1" = 5'

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BRONZE MEDALLION TO

MATCH EXISTING, CENTER

VERTICALLY ON PIER, AND

HORIZONTALLY ON NICHE

COVER, TYP.

LIMESTONE CAP,

SEE CAP PLAN

END PIER, TYP; KENTUCKY

RIVER MARBLE LIMESTONE

VENEER TO MATCH EXISTING

COLUMBARIUM, TYP.

GOVERNMENT

PROVIDED MARBLE

NICHE COVERS

28'-2

" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)

1 10 20

A

B

C

D

E

A

B

C

D

E

CI702

BRONZE MEDALLION TO MATCH EXISTING,

CENTER VERTICALLY ON NICHE COVER, AND

HORIZONTALLY ON CAP FACE TYP.

CONCRETE SHELF FOR PIER

VENEER, TYP.

27'-5

" FACE OF FOUNDATION TO FACE OF FOUNDATION (+/-1/4" TOLERANCE)

9 NICHE UNIT

(CLOSED/CLOSED)

7 NICHE UNIT

(CLOSED/CLOSED)

9 NICHE UNIT

(CLOSED/CLOSED)

CI703

CI703

3/8" JOINT BETWEEN

CAPS, TYP.

CI704

CI704

CI702

FG WALL 4: 908.39

FG WALL 6: 908.82

TOP OF SHELF

WALL 3/4: 908.45

WALL 5/6: 908.88

TOP OF FOOTING

WALL 3/4: 907.03

WALL 5/6: 907.46

25'-5

" EDGE OF NICHE UNIT TO EDGE OF NICHE UNIT (+/-1/8" TOLERANCE)

NOTE: ALL NEW WALLS SHALL HAVE COLUMNS NUMBERED FROM LEFT TO

RIGHT, WHEN FACING THE NICHES.

TOP OF FOUNDATION

WALL 3/4: 908.73

WALL 5/6: 909.16

25'-5

" EDGE OF NICHE UNIT TO EDGE OF NICHE UNIT (+/-1/4" TOLERANCE)

1'-0" PIER SHELF 1'-0" PIER SHELF

PRE-CAST NICHE UNITS MUST BE SET IN PLACE

AND MEET LAYOUT MEASUREMENTS BEFORE

CMU PIERS ARE SET, TYP.

1 2

T

Y P

UNDERDRAIN 4" DIA; PERFORATED

HDPE WRAPPED IN FILTER FABRIC

(NON-WOVEN 4OZ-140N MIRAFI); PLACE

PIPE DIRECTLY ON FOOTING WITH

PERFORATED SIDE DOWN; SEE

DRAINAGE PLANS FOR CONNECTIONS

TO DRAINAGE SYSTEM

FILTER FABRIC; HOLD FROM FINISH

SURFACE MIN 1"

V A

R I E

S

M

I N

12" TYP.

6"

3/8" TO 1/2" WASHED, ROUNDED

AGGREGATE, COLOR TO MATCH

EXISTING COLUMBARIUM; AGGREGATE

1/2" MAX. BELOW FINISHED GRADE, TYP.

M

I N

NICHE COVER, TYP.

PRE-CAST CONCRETE COLUMBARIUM

NICHE UNIT

CONCRETE SIDEWALK, TYP.

BRONZE MEDALLION TO

MATCH EXISTING, CENTER

VERTICALLY ON PIER, AND

HORIZONTALLY ON NICHE

COVER, TYP.

LIMESTONE CAP,

SEE CAP PLAN

END PIER, TYP; KENTUCKY

RIVER MARBLE LIMESTONE

VENEER TO MATCH EXISTING

COLUMBARIUM, TYP.

GOVERNMENT

PROVIDED MARBLE

NICHE COVERS

28'-2

" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)

1 10 20

A

B

C

D

E

A

B

C

D

E

CI702

BRONZE MEDALLION TO MATCH EXISTING,

CENTER VERTICALLY ON NICHE COVER, AND

HORIZONTALLY ON CAP FACE TYP.

CONCRETE SHELF FOR PIER

VENEER, TYP.

27'-5

" FACE OF FOUNDATION TO FACE OF FOUNDATION (+/-1/4" TOLERANCE)

9 NICHE UNIT

(CLOSED/CLOSED)

7 NICHE UNIT

(CLOSED/CLOSED)

9 NICHE UNIT

(CLOSED/CLOSED)

CI703

CI703

3/8" JOINT BETWEEN

CAPS, TYP.

CI704

CI704

CI702

FG WALL 3: 908.33

FG WALL 5: 908.76

TOP OF SHELF

WALL 3/4: 908.45

WALL 5/6: 908.88

TOP OF FOOTING

WALL 3/4: 907.03

WALL 5/6: 907.46

25'-5

" EDGE OF NICHE UNIT TO EDGE OF NICHE UNIT (+/-1/8" TOLERANCE)

NOTE: ALL NEW WALLS SHALL HAVE COLUMNS NUMBERED FROM LEFT TO

RIGHT, WHEN FACING THE NICHES.

TOP OF FOUNDATION

WALL 3/4: 908.73

WALL 5/6: 909.16

4" DIA. HDPE PIPE,

EMBEDDED IN GRAVEL,

WRAPPED IN FILTER

FABRIC

EDGE OF CONCRETE

WALK

UNDERDRAIN CLEAN-OUTS

WHERE SHOWN, SEE CG401

EDGE OF GRAVEL STRIP

CONTINUING BELOW

CONCRETE WALK

1'

CI701

CONCRETE NICHE UNIT

CMU BLOCK PIER CORE, WITH

LIMESTONE VENER, TYP.

DECORATIVE

GRAVEL STRIP

CI701

USE WIDE SWEEP ELBOW

JOINTS AT CORNERS, TYP.

1 2

T

Y P

UNDERDRAIN 4" DIA; PERFORATED

HDPE WRAPPED IN FILTER FABRIC

(NON-WOVEN 4OZ-140N MIRAFI); PLACE

PIPE DIRECTLY ON FOOTING WITH

PERFORATED SIDE DOWN; SEE

DRAINAGE PLANS FOR CONNECTIONS

TO DRAINAGE SYSTEM

FILTER FABRIC; HOLD FROM FINISH

SURFACE MIN 1"

12" TYP.

3/8" TO 1/2" WASHED, ROUNDED

AGGREGATE, COLOR TO MATCH

EXISTING COLUMBARIUM; AGGREGATE

1/2" MAX. BELOW FINISHED GRADE, TYP.

NICHE COVER, TYP.

PRE-CAST CONCRETE COLUMBARIUM

NICHE UNIT

CONCRETE SIDEWALK, TYP.

RECESSED CLEANOUT

W/PLUG; SEE DRAINAGE

PLANS FOR LOCATIONS;

PROVIDE LONG SWEEP

CONNECTIONS TO

UNDERDRAIN PIPE WITH

TRANSITION COUPLING AND

CLEANOUT CAP, TYP.

4"

M

I N

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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

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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 4/8/2020

CI701

JGS JEB 47

COLUMBARIUM DETAILS 1

Scale: 3/4"=1'-0"

COLUMBARIUM WALL SOUTH ELEVATION (WALLS 4, 6)

Scale: 1-1/2"=1'-0"

DECORATIVE GRAVEL STRIP

Scale: 3/4"=1'-0"

COLUMBARIUM WALL NORTH ELEVATION (WALLS 3, 5)

Scale: 1-1/2"=1'-0"

UNDER DRAIN PLAN AT PIER

Scale: 1-1/2"=1'-0"

CLEANOUT AT DECORATIVE GRAVEL STRIP

BRONZE WALL NUMBER

I.D. PLAQUE; 8"X8" WITH 6"

HT LETTERING; TO MATCH

EXISTING COLUMBARIUM,

TYP.

CI702

LIMESTONE CAP; SMOOTH

FINISH WITH CHAMFER

EDGES AND DRIP SLOT

CI703

KENTUCKY RIVER MARBLE

LIMESTONE VENEER;

ROCKFACED ON ALL EXPOSED

SIDES; MATCH PATTERN AND

COLOR OF EXISTING

COLUMBARIUM STONE

3'-11

BRONZE COLUMBARIUM

PLAZA I.D. PLAQUE; 12"X8"

WITH 6" HT LETTERING,TYP.

1'-11

" 1'-11

3 4

FG WALL 4: 908.39

FG WALL 6: 908.82

FG WALL 3: 908.33

FG WALL 5: 908.76

FG WALL 3/4: 915.77

FG WALL 5/6: 916.20

10" 10"

TOF PIER 3/4: 908.45

TOF PIER 5/6: 908.88

CI703

3'-8

" (+/-1/8" TOLERANCE)

3'-7" (+/-1/8" TOLERANCE)

1'-6"

LIMESTONE CAP; SMOOTH FINISH WITH

CHAMFER EDGES AND DRIP SLOT

CONCRETE BASE

GRAVEL STRIP

FIELD DRILL HOLE IN COLUMBARIUM

NICHE FLOOR TO ACCEPT

"Ø X 7"

TYPE 304 S.S. PIN. PROVIDE 2 PER

PRECAST NICHE UNIT; PATCH WITH

MORTAR, FLUSH ON INSIDE, TYP.

1/2" BACKER ROD & SEALANT JOINT

AT BOTTOM OF PRECAST NICHES

3 8

3 8

M

I N

M

A X

1'-8" TYP.

" TYP.

" TYP.

1/2" X 5" S.S. PINS; INSTALL

NON-SHRINK-GROUT INTO TOP WEB

AND LOOSE FIT INTO CAP, (2) PINS

PER CAP, TYP.

(2) PRECAST CONCRETE NICHE

UNITS SET BACK TO BACK, TYP.

EPDM MEMBRANE OVER ENTIRE

PRECAST NICHE WALL

CI703

REINFORCED CONCRETE

FOUNDATION & FOOTING,

SEE STRUCTURAL

DRAWINGS, TYP.

1'-6"

FINISH GRADE BEYOND

FINISH GRADE, TYP.

CI701

WALL 3/4: 915.77

WALL 5/6: 916.20

EDGE OF PIER BEYOND, TYP.

NICHE UNITS SHALL BE SET ON SHIMS

(2) PER EACH PRECAST UNIT, TYP.

BLOB OF QUICK SETTING GROUT

BEYOND TO PROVIDE

INTERMEDIATE SUPPORT OF CAPS

BETWEEN SHIMS, TYP.

CI702

ADJACENT FINISHED GRADE 1/2" BELOW

WALK ELEVATION - SEE PLAN FOR

MATERIAL

6" X 6" 10/10 WWF REINFORCING

CENTERED IN SLAB; USE ONLY SHEETS,

NOT ROLLS; PLACE MESH ON CHAIRS;

MESH SHALL EXTEND TO WITHIN 3" OF

ANY JOINT OR PAVEMENT EDGE

#4 SLIP DOWELS @ 18" O.C. X 18" LONG

-GREASE AND CAP ONE END OR USE SPEED

DOWEL

COMPACTED SUBGRADE

TOOLED CONTROL JOINT - 1/6 SLAB DEPTH

3/8" WIDE EXPANSION JOINT WITH

PREMOLDED ASHPALTIC JOINT FILLER &

SEALANT, 1/4" RADIUS AT SLAB EDGES

PLAIN CONCRETE PAVEMENT; BROOM FINISH

TO REMOVE TOOL MARKS, PERPENDICULAR

TO PRIMARY PEDESTRIAN TRAFFIC

1/4" RADIUS AT ALL EXPOSED EDGES

COMPACTED AGGREGATE SUBBASE

PAVEMENT WIDTH VARIES (SEE PLAN)

3" MIN.

3" MIN.

NOTE:

PROVIDE EXPANSION AND CONTROL

JOINTS AS SHOWN ON THE PLANS

ADJACENT PAVEMENT

EXPANSION JOINT, TYP.

PROVIDE THICKENED EDGE

WHERE REINFORCED

CONCRETE ABUTS A VEHICULAR

PAVING AREA FLUSH; SEE PLANS

6"

CI702

CI702

CI702

CHAIRS TO SUPPORT WWM REINFORCING

E Q

E

Q

ADJACENT FINISHED GRADE 1/2" BELOW

WALK ELEVATION - SEE PLAN FOR

MATERIAL

6" X 6" 10/10 WWF REINFORCING

CENTERED IN SLAB; USE ONLY SHEETS,

NOT ROLLS; PLACE MESH ON CHAIRS;

MESH SHALL EXTEND TO WITHIN 3" OF

ANY JOINT OR PAVEMENT EDGE

#4 SLIP DOWELS @ 18" O.C. X 18" LONG

-GREASE AND CAP ONE END OR USE

SPEED DOWEL

COMPACTED SUBGRADE

TOOLED CONTROL JOINT - 1/6 SLAB DEPTH

3/8" WIDE EXPANSION JOINT WITH

PREMOLDED ASHPALTIC JOINT FILLER &

SEALANT, 1/4" RADIUS AT SLAB EDGES

PLAIN CONCRETE PAVEMENT; BROOM FINISH

TO REMOVE TOOL MARKS, PERPENDICULAR

TO PRIMARY PEDESTRIAN TRAFFIC

1/4" RADIUS AT ALL EXPOSED EDGES

COMPACTED AGGREGATE SUBBASE

PAVEMENT WIDTH VARIES (SEE PLAN)

3" MIN.

3" MIN.

NOTE:

PROVIDE EXPANSION AND CONTROL

JOINTS AS SHOWN ON THE PLANS

CI702

CI702

CHAIRS TO

SUPPORT WWM

REINFORCING

E Q

E Q

TOOLED JOINT W/ SPACING AS

SHOWN ON PLANS; TOOLING

SHALL ALSO OCCUR AROUND

PERIMETER OF CONCRETE

PAVEMENT, TYP.

3/8"

S L

A B

D E

P T

H

T Y

P

CONTROL JOINT

EXPANSION JOINT

3/8"

EXPANSION JOINTS TO

OCCUR 60' O.C. MAX & AT

ALL CURBS, WALLS, &

WHERE SHOWN ON PLANS

AND OTHER DETAILS.

PREMOULDED

JOINT FILLER

TOOLED JOINT W/ 1/4"

RADIUS; EDGES AS

SHOWN, TYP.

JOINT SEAL & BACKER

ROD; SEE SPECIFICATIONS

MASONRY GROUT;

MATCH EXISTING

COLUMBARIUM COLOR

3 1/2" KENTUCKY RIVER

MARBLE LIMESTONE

VENEER; SPLIT FACED ON

ALL EXPOSED SIDES;

MATCH PATTERN AND

COLOR OF EXISTING

COLUMBARIUM STONE

LIMESTONE CAP; SMOOTH

FINISH WITH CHAMFER

EDGES AND DRIP SLOT

PRE CAST NICHE UNIT,

TYP.

S.S. MASONRY ANCHORS,

SEE STRUCTURAL

DRAWINGS, TYP.

3/8" JOINT

FINISH GRADE, TYP.

1/2" EXPANSION JOINT, TYP.

REINFORCED, GROUTED

8" CMU BLOCK WALL, SEE

STRUCTURAL DRAWINGS,

TYP.

RECESSED WELD PLATES,

SEE STRUCTURAL

DRAWINGS, TYP.

±4"

CI702

STONE CAP ABOVE

CONCRETE NICHE UNIT

8" GROUT FILLED CMU BLOCK

WALL, SEE STRUCTURAL

DRAWINGS, TYP.

3 1/2" LIMESTONE VENEER

RECESSED WELD PLATES,

SEE STRUCTURAL

DRAWINGS FOR PIER

CONNECTION TYP.

EDGE OF CONCRETE WALK

±1

EQUAL EQUAL

±19

", TYP.

S.S. MASONRY ANCHORS, SEE

STRUCTURAL DRAWINGS, TYP.

LIMESTONE CAP ABOVE, TYP.

CI704

MORTAR JOINTS TO MATCH

EXISTING COLUMBARIUM, TYP.

3/8" BACKER ROD & SEALANT

JOINT, TYP.

10"

TYP.

10"

TYP.

3 4

M

A X

T Y

P

TOP OF PRE-CAST

COLUMBARIUM UNIT, TYP.

NICHE COVER, TYP.

CAP SHIMS, TYP.

CAP ABOVE, TYP.

CAP JOINT ABOVE, CENTERED

ON ℄ OF NICHE WEBBING, TYP.

BLOB OF QUICK SETTING GROUT

TO PROVIDE INTERMEDIATE

SUPPORT OF CAPS BETWEEN

SHIMS. LOCATE ABOVE VERTICAL

WEB OF PRECAST UNIT BELOW.

MAXIMUM SPACING OF OF CAP

SUPPORT (SHIMS OR GROUT)

SHALL BE 1'-0" MAX.

NICHE WEBBING BELOW, TYP.

FIELD DRILLED HOLE (TWO (2)

HOLES AND TWO (2) PINS PER

CAP SEGMENT) TO RECEIVE S.S.

PIN (DRILLED AFTER CAPS HAVE

BEEN SET); TYP.

SEALANT & BACKER ROD

JOINT ON TOP, TYP.

RECESSED WELD PLATES;

SEE WELD PLATE

ENLARGEMENTS, TYP.

CI704

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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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W G

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 4/8/2020

CI702

JGS JEB 48

COLUMBARIUM DETAILS 2

Scale: 1"=1'-0"

TYPICAL COLUMBARIUM END PIER (WALL 3 AND 4) (EAST ELEVATION)

Scale: 1"-1'-0"

TYPICAL WALL SECTION

Scale: 1-1/2"=1'-0"

HEAVY-DUTY CONCRETE PAVEMENT

Scale: 1-1/2"=1'-0"

LIGHT-DUTY CONCRETE PAVEMENT

Scale: NTS

CONCRETE JOINTING

Scale: 1"-1'-0"

TYPICAL WALL END SECTION

Scale: 1"-1'-0"

TYPICAL WALL END PLAN

Scale: 1"-1'-0"

TYPICAL WALL CAP GROUT BLOB AND SHIM PLAN

AutoCAD SHX Text

AutoCAD SHX Text

C2

1/4"Ø HOLE

CAST-IN-PLACE

(TYP.)

LAYOUT

LINE

7'-1

" FOR (7) NICHE COLUMNS

9'-1

" FOR (9) NICHE COLUMNS

SEE ELEVATIONS

2"

1'-10"

1 2

A

B

A C

K

T

Y P

1'-8" TYP.

1 2

F

R O

N T

T Y

P

F

R O

N T

T Y

P

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

(SECTION)

@ BACK

2"

@ BACK

1'-0"

℄ TO ℄

TYP.

FRONT, TYP.

10"

TYP.

7 OR 9 NICHE WIDE, 5 NICHE HIGH CLOSED/CLOSED PRECAST

COLUMBARIUM UNIT

(PLAN)

FRONT

TYP.

NOTES:

1. ALL EXPOSED CONCRETE (NICHE FRONTS)

SHALL BE ACID ETCHED PER THE

SPECIFICATIONS. PROVIDE SUBMITTAL.

2. RECESS WELD PLATES. SIZE, NUMBER, &

ATTACHMENT LOCATION SHALL BE AS PER

MANUFACTURER'S RECOMMENDATION.

PROVIDE SHOP DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE EXPOSED IN

NICHE UNIT SHALL BE SEALED, WITH BACKER

ROD AND SEALANT.

4. VA PROVIDED NICHE COVERS, CONTRACTOR

INSTALLED.

1 2

F

R O

N T

O

V E

R A

L L

H

E I G

H T

1 2

℄ T

F

R O

N T

1 2

F

R O

N T

1'-0"

℄ TO ℄

TYP.

1 2

F

R O

N T

1'-0"

℄ TO ℄

TYP.

7 OR 9 NICHE WIDE, 5 NICHE HIGH CLOSED/CLOSED PRECAST

COLUMBARIUM UNIT

(ELEVATION)

" JNT.

F A

C

P R

E C

A S

T

C O

N C

U

N I T

@ FRONT

@ FRONT

FIELD DRILL HOLE

FOR 1/2" Ø S.S. PIN

(SEE INSTALLATION

DETAILS), TYP.

RECESSED WELDPLATE

ABOVE; STAINLESS STEEL,

1/4" MIN. THICKNESS;

ATTACH WITH WELD PLATES

SIDE TO SIDE, REAR TO

REAR AND END TO PIER;

PROVIDE SHOP DRAWINGS.

ALIGN WEB CENTERLINES ON BACK

TO BACK NICHE UNITS. (TYP.)

PRE-CAST CONC. COLUMBARIUM

UNIT (TYP.); (STEEL

REINFORCING NOT SHOWN FOR

CLARITY); CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS FOR

APPROVAL WITH PRECAST AND

CAST-IN-PLACE ATTACHMENTS

1/4"Ø HOLE CAST-IN-PLACE (TYP.)

FIELD DRILL HOLES FOR 1/2"

PINS, RECESS AND EPOXY

GROUT FLUSH WITH INSIDE, TYP.

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL,

" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, TYP.

PRE-CAST CONC.

COLUMBARIUM UNIT

NICHE COVER

ATTACHMENT;

CI703

NOTE:

WASHER THICKNESS AS NECESSARY TO ENSURE EDGE

OF ROSETTE DOES NOT TOUCH NICHE COVER WHEN

FULLY TIGHTENED. ROSETTE CAN NOT BE MORE THAN

1/16" AWAY FROM NICHE COVER WHEN FULLY

TIGHTENED.

STAINLESS STEEL ROSETTE (VA

STANDARD), SATIN FINISH, PROVIDE

PRODUCT LITERATURE.

Ø

3/4" TO 7/8" O.D. WHITE OR

CLEAR NEOPRENE WASHER

10-24 X 1 3/4" LENGTH STAINLESS

STEEL TAMPER-PROOF BOLT,

(SPANNER DRILLED TWO HOLE)

BUTTON HEAD

FRONT ELEV.

SECTION

STAINLESS STEEL

THREADED

SPRING-CLIP TO

RECEIVE ROSETTE

BOLT

1 4

1 2

1"

SIDE VIEW

PLAN VIEW

5/16" X 3/4" SLOTS

1 4

3/32" THICK STAMPED

STAINLESS STEEL ANGLE

W/ (2) SLOTS

FRONT VIEW

1 2

C

L

1/4" X 1 3/4" S.S. EXPANSION BOLT,

LOCK WASHER & HEX NUT (TYP.)

1/4" Ø HOLE CAST-IN-PLACE

T Y

P

TYP. CONDITION AT BOTTOM

OF PRECAST UNIT

1"

TYP.

1/4" X 3" S.S. THREADED ROD, LOCK

WASHER & HEX NUT (TYP.)

PLASTIC SHIMS, TYP.

1/4" Ø HOLE CAST-IN-PLACE (TYP.)

MOUNTING BRACKET (TYP.)

CI703

3/4" Ø NEOPRENE

WASHER (TYP.),

BEHIND ROSETTE

ROSETTE & SPANNER

HEAD BOLT (TYP.)

CI703

V.A. PROVIDED NICHE

COVERS W/ PRE-DRILLED

3/8" Ø HOLES TO ACCEPT

ROSETTE & BOLT;

CONTRACTOR INSTALLED

T Y

P

RECESSED HOLE CAST-IN-PLACE TO

ACCOMMODATE CARRIAGE BOLT

FLUSH WITH TOP OF PRECAST UNIT

S.S. CARRIAGE BOLT, LOCK WASHER

& HEX NUT 1/4" X 1 3/4"

HEAD OF CARRIAGE BOLT TO BE FLUSH

WITH TOP OF PRECAST

SEE SPECIFICATIONS FOR

REQUIREMENTS FOR ROSETTE

SCREW ATTACHMENT AND

ALIGNMENT IN TOP ROW

TYP. CONDITION AT TOP OF

PRECAST UNIT

A2

1 2

D

I A

T Y

P

1 1/2" HT. RAISED LETTER OR

NUMBER, FONT TO BE TIMES

NEW ROAMAN, POLISHED

FINISH; CENTER TEXT W/IN

PLAQUE

1/8" RAISED BORDER

CAST BRONZE PLAQUE;

MATTE FINISH; FINISH

AND MATERIAL TO MATCH

EXISTING,TYP.

A

A'

COLUMBARIUM CAP

FACE OR PIER FACE

THREADED MOUNTING

STUD (1) PER CASTING, TYP.

MASTIC (EPOXY MODIFIED

CEMENTITIOUS GROUT)

FIELD DRILLED HOLE BASED ON

MANUFACTURER PROVIDED, R.E.

APPROVED TEMPLATE TO

ACCEPT MOUNTING STUD, HOLE

TO BE 1/4" MIN. LARGER DIA. @

1/4" DEEPER THAN MOUNTING

STUD TO ALLOW FOR MASTIC.

CAST METAL PLAQUE

ANCHORED AS

SHOWN; PROVIDE

SHOP DRAWINGS &

SAMPLES FOR

APPROVAL BY R.E.

SECTION A-A'

CI703

1 2

1 2

8"

A

A'

5" HT. RAISED LETTER, FONT

TO BE TIMES NEW ROMAN,

POLISHED FINISH; CENTER

TEXT W/IN PLAQUE

1/4" RAISED BORDER,

POLISHED FINISH, TYP.

CAST BRONZE PLAQUE;

MATTE FINISH; FINISH

AND MATERIAL TO MATCH

EXISTING PHASE 4

COLUMBARIUM ,TYP.

STUCCO PIER WALL

3/8" Ø BRONZE THREADED

MOUNTING STUD WITH

SPACERS, TYP.

MASTIC (EPOXY MODIFIED

CEMENTITIOUS GROUT)

FIELD DRILLED HOLE BASED ON

MANUFACTURER RECOMMENDATION,

R.E. APPROVED TEMPLATE TO

ACCEPT MOUNTING STUD, HOLE TO

BE 1/4" MIN. LARGER DIA. @ 1/4"

DEEPER THAN MOUNTING STUD

1 2

CONTINUOUS 3/8" BACKER ROD

AND SEALANT JOINT AROUND

PLAQUE, RECESS JOINT 1/4"

CAST BRONZE PLAQUE, SEE

ELEVATION FOR LOCATION,

OFFSET PLAQUE WITH 3/8"

SPACERS

SECTION A-A'

1/8" BORDER

ALL AROUND,

TYP.

1'

A

A'

6" HT. RAISED LETTER, FONT

TO BE TIMES NEW ROMAN,

POLISHED FINISH; CENTER

TEXT W/IN PLAQUE

1/4" RAISED BORDER,

POLISHED FINISH, TYP.

CAST BRONZE PLAQUE;

MATTE FINISH; FINISH

AND MATERIAL TO MATCH

EXISTING PHASE 4

COLUMBARIUM ,TYP.

1"

TYP.

T Y

P

(4) THREADED BOSSES

TO RECEIVE 3/8"

STUDS, TYP.

CI703

1"

TYP.

T Y

P

(4) THREADED BOSSES

TO RECEIVE 3/8"

STUDS, TYP.

CI703

BRONZE MEDALLION TO

MATCH EXISTING, CENTER

VERTICALLY ON PIER, AND

HORIZONTALLY ON NICHE

COVER, TYP.

LIMESTONE CAP,

SEE CAP PLAN

A

B

BRONZE MEDALLION TO MATCH EXISTING,

CENTER VERTICALLY ON NICHE COVER, AND

HORIZONTALLY ON CAP FACE TYP.

NOTES:

1. PLAQUE PLACEMENT SHALL BE

CONSIDERED WHEN LAYING UP

STONE COURSES. SELECT

STONES HALL BE SET IN

ALIGNMENT WITH EACH

CENTERLINE OF A NICHE ROW

TO FULLY ENCOMPASS THE

SIZE OF THE PLAQUE.

2. PLAQUE EDGE SHALL NOT BE

CLOSER THAN 1/4" TO THE

NEAREST MORTAR JOINT.

3. SELECTED STONES SHALL NOT

HAVE MORE THAN 1/4"

VARIATION ALONG THIS FACE.

SPLIT FACED LIMESTONE

VENEER, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

JESSAMINE COUNTY, KENTUCKY

833CM3028

APRIL 8, 2020 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

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W G

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 4/8/2020

CI703

JGS JEB 49

COLUMBARIUM DETAILS 3

Scale:…