805CM3038 Calverton NC Col L-M Bk01.pdf

"AS BUILT"

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

Department of Veterans Affairs, Project No. 805DC2036

Riverhead, New York

Calverton National Cemetery

Washington, D.C.

Columbarium Niches

Soil Mechanics Drilling Corp.

Subsoil Investigation Consultant

3770 Merrick Road, Seaford, NY 11783

(516)221-2333

COVER SHEET

COLUMBARIUM CONSTRUCTION

TOTAL # OF NICHES PROPOSED-COURT L= 2,418

(TOTAL # OF NICHES PROPOSED IN RESERVE-COURT M= AN ADDITIONAL 2,418)

Purlin Construction & Management Inc.

619 Howard Road

West Chester,PA 19380

(610)-918-8386

Carter van Dyke Associates

40 Garden Alley

Doylestown, PA 18901

(215)345-5053

Construction Documents

Courts L & M

ISSUE FOR CONSTRUCTION 6-27-05

"AS BUILT" 3/2006

L-5

SELECTIVE THINNING AND CLEARING

Typical (DEDUCT ALTERNATE)

L-15

SILT FENCING

Typical

5,6 L-14

ASPHALT SAWCUT-PATCH/

Typical

ROADWAY REPAIR DETAIL

D - 1

2 28

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

SCALE 1" = 20'-0"

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

"AS BUILT"

COLUMBARIUM

Existing Conditions and Demolition Plan

Selective Thinning and Clearing

Proposed 36" High

Silt / Tree Protection Fence

Proposed Silt Fence

(36" High)/ Limit of

Disturbance

Existing Evergreen/Deciduous

Tree To Be Removed

Demolition Legend

Asphalt to be Removed

Demolition for Proposed

Sidewalk Construction

Existing 8" Water Main

(Approximate Location)

Existing Electric Main

(Approximate Location)

Site Location Plan

N.Y.S. Route 25A

Mi dd le C ou ntr y R oa d R ou te

P ro p e rt y L in e

P ro p e rty L in e

North

Scale: 1" = 2000'

D-1

CHEROKEE WAY

BASE SURVEY INFORMATION PROVIDED BY:

STV INCORPORATED

7125 AMBASSADOR ROAD

BALTIMORE, MD 21244-2722

(410) 944-9112

(FEBUARY 2004)

Typical

1-2

PRECAST UNIT REINFORCEMENT

AND WELD PLATE-SINGLE UNIT

Typical

DOUBLE UNIT COLUMBARIUM WALL 8 1,3-4

Typical

PRE-CAST UNIT REINFORCEMENT AND

WELD PLATE- DOUBLE UNIT(STAGGERED) 1-2

Typical

SAW CUT CONCRETE PAVING 1-3

Typical

TEMPORARY COURT "M" SURFACE 4

Typical

CORNER COLUMN TREATMENT 3

Typical

SINGLE UNIT FOOTER

(RETAINING)

Typical

SINGLE UNIT FOOTER

(NON-RETAINING)

EDGE OF COURT

SUBSURFACE

6-9

ATYPICAL PRE-CAST UNIT, REINFORCEMENT

AND WELD PLATE- DOUBLE UNIT (ALIGNED)

1-2

FOOTER DOUBLE WALL

(NON-RETAINING)

2" SLEEVE(S) FOR FUTURE

IRRIGATION (TYPICAL)

Typical

DEPRESSED CURB7

LIMIT OF DISTURBANCE

PROPOSED VEGETATION LINE

Typical

SINGLE UNIT COLUMBARIUM WALL 1-8 7-9

Typical

PRE-CAST UNIT REINFORCEMENT AND

WELD PLATE- SINGLE UNIT 1-2

Typical

SAW CUT CONCRETE PAVING 1-3

Typical

PIPE BED 3

COURT "M"

2" SLEEVE(S) FOR FUTURE

IRRIGATION (TYPICAL)

ATYPICAL PRE-CAST UNIT, REINFORCEMENT

AND WELD PLATE- DOUBLE UNIT (ALIGNED)

1-2

Typical

SINGLE UNIT FOOTER(NON-RETAINING) 5

PRE-CAST UNIT, REINFORCEMENT AND

WELD PLATE- DOUBLE UNIT (STAGGERED)

1-2

Typical

SINGLE UNIT FOOTER (RETAINING) 1

Typical

DOUBLE UNIT COLUMBARIUM WALL 1,3-4 6-98

5 119

1 46

34 17

L

1 2

M

S °2 '3 " E

.3

.0

.3

S 39°15'44" E

11.0542

30.5592

41.6134

COLUMBARIUM "L" POB / BP LOCATION

NORTHING EASTING

POB 1A 1,310,486.89279,646.73

REMARKS

CENTER OF CHEROKEE WAY (along bearing line)

CHEROKEE WAY EOP (along bearing line)1,310,492.75279,635.89BP 1B

CORNER OF OUTER WALL FACE (cw rotation)

COLUMBARIUM EOP (along bearing line)1,310,504.65

1,310512.16

279,613.90

279,617.96

BP 1C

BP 2

1,310,544.90

1,310,553.03

279,635.67

279,620.65

BP 3

BP 4

1,310,575.31279,632.71BP 5

1,310,593.31279,599.43BP 6

COLUMBARIUM EOP (cw rotation)1,310,594.36279,591.13BP 7

COLUMBARIUM EOP (cw rotation)1,310,477.41279,527.87BP 8

1,310,472.29279,530.98BP 9

1,310,466.55279,541.60BP 10

1,310,444.09279,529.45BP 11

1,310,429.85279,555.77BP 12

1,310,454.37279,569.03BP 13

1,310,461.11279,556.57BP 14

1,310,488.60279,571.45BP 15

1,310,474.47279,597.57BP 16

1,310,497.14279,609.84BP 17

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

COLUMBARIUM "M" POB / BP LOCATION

NORTHING EASTING

POB 1A 1,310,627.45279,764.95

REMARKS

CENTER OF CHEROKEE WAY (along bearing line)

CHEROKEE WAY EOP (along bearing line)1,310634.45279,756.39BP 1B

CORNER OF OUTER WALL FACE (cw rotation)

COLUMBARIUM EOP (along bearing line)1,310,653.79

1,310,660.40

279,732.73

279,738.13

BP 1C

BP 2

1,310,680.35

1,310,699.15

279,754.44

279,731.44

BP 3

BP 4

1,310,723.36279,751.23BP 5

1,310,714.39279,762.16BP 6

1,310,735.97279,779.83BP 7

1,310,754.91279,756.66BP 8

1,310,735.14279,740.50BP 9

1,310,742.78279,731.15BP 10

COLUMBARIUM EOP (cw rotation)1,310,743.71279,725.24BP 11

COLUMBARIUM EOP (cw rotation)1,310,640.76279,641.09BP 12

1,310,633.48279,645.22BP 13

1,310,609.54279,674.51BP 14

1,310,629.16279,690.54BP 15

1,310,618.35279,703.76BP 16

1,310,647.18279,727.33BP 17

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

CORNER OF OUTER WALL FACE (cw rotation)

ELEVATION: 82.9710

NORTHING: 279,592.0420

EASTING: 1,310,345.9990

.11

S 9° '4 9" W

1.

L - 1

4 28

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

SCALE 1" = 20'-0"

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

"AS BUILT"

COLUMBARIUM

Layout Plan

ANALYSIS OF COLUMBARIUM

COLUMBARIUM L

TOTAL NUMBER OF NICHES - 2,418

TOTAL COLORED SAW CUT CONCRETE - 5,718.8 S.F.

COLUMBARIUM M (FUTURE NICHES)

TOTAL NUMBER OF PROPOSED NICHES (IN RESERVE)- 2,418

TOTAL COLORED SAW CUT CONCRETE (IN RESERVE)- 5,718.8 S.F.

SUMMARY

TOTAL NUMBER OF NICHES - 4,836

TOTAL S.F. OF CONCRETE - 11,437.6 S.F.

Site Location Plan

N.Y.S. Route 25A

Mi dd le C ou ntr y R oa d R ou te

P ro p e rt y L in e

P ro p e rty L in e

North

Scale: 1" = 2000'

L-1

CHEROKEE WAY

Limit of

Disturbance

Proposed Tree

Edge

Layout Legend

Proposed Point of Begining

& Point of Bearing

Granite Marker

Exterior of

Footer

Columbarium L

Columbarium M

5"

Exterior of

Veneer

Panel

Exterior of

Veneer

Panel

*NOTE: POINT OF BEARING FOR

COLUMBARIUM "M"

IS NOT LOCATED ON OUTSIDE

EDGE OF FOOTER WALL

OR FOOTER. POINT OF BEARING

LOCATION IS ON OUTSIDE

EDGE OF VENEER PANEL.

L - 5

8 28

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

"AS BUILT"

PLANTING DETAILS

E Q

EQ.

PLAN

E Q

Not to Scale

DECIDUOUS TREE PLANTING1

Not to Scale

EVERGREEN TREE PLANTING2

Not to Scale

EVERGREEN SHRUB PLANTING3

Not to Scale

DECIDUOUS SHRUB PLANTING4

Not to Scale

TREE PLANTING ON SLOPE5

Not to Scale

PERENNIAL/GROUNDCOVER PLANTING6

Not to Scale

SHRUB MASSING PLANTING7

Not to Scale

NATURALIZED SHRUB PLANTING GROUPS8

SCALE AS NOTED

Not to Scale

SELECTIVE THINNING AND CLEARING9

L - 6

9 28

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

SCALE: AS NOTED

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

"AS BUILT"

COLUMBARIUM L

SECTION/ELEVATION

WALL 1 THROUGH WALL 10

Section Elevation Wall-1 (Niche Columns 1-28) 1/4"=1'0"

L-6

Section Elevation Wall-2 (Niche Columns 1-33) 1/4"=1'0"

Section Elevation Wall-3 (Niche Columns 1-51) 1/4"=1'0"

3 Section Elevation Wall-4 (Niche Columns 1-20) 1/4"=1'0"

4 Section Elevation Wall-5 (Niche Columns 1-19) 1/4"=1'0"

Section Elevation Wall-6 (Niche Columns 1-21) 1/4"=1'0"

6 Section Elevation Wall-7 (Niche Columns 1-46) 1/4"=1'0"

KEY

Section Elevation Wall-8 (1-46) 1/4"=1'0"

8 Section Elevation Wall-9 (Niche Columns 1-40) 1/4"=1'0"

Section Elevation Wall-10 (Niche Columns 1-28) 1/4"=1'0"

GENERAL NOTES:

THE JOINT BETWEEN THE BASE OF EACH COLUMBARIUM UNIT AND THE TOP 18" OF THE FOOTER IS COVERED BY

PRE-CAST PANELS CUT IN EQUAL LENGTHS. SEE DIAGRAM ON THIS SHEET FOR DIMENSIONS OF THE PANELS.

EACH COLUMBARIUM UNIT IS SEPARATED BY A CONCRETE SPACER, POURED IN PLACE AFTER THE UNITS ARE SET ON

BOTH SIDES. EACH SPACER SHALL BE FACED WITH PRE-CAST WALL PANELS. THE WIDTH OF EACH PANEL IS

DIMENSIONED ON THE ELEVATIONS FOUND ON SHEETS L-107-L-110.

THE BACK OF THE COLUMBARIUM UNITS ARE FACED IN THE SAME PRE-CAST PANELS. THE TYPICAL SIZE FOR BACK

PANELS OF EACH UNIT IS 23-1/2" x 35-3/8". THE PRECAST PANELS FOR THE FRONT & SIDE FACES OF EACH UNIT CAN BE

CUT ON SITE, BUT SAWN EDGES MUST BE GROUND AND BEVELED.

COPING SHALL BE INSTALLED IN 6' 11/2" MAXIMUM LENGTHS. THE END PIECES SHALL BE CUT IN EQUAL LENGHTS NO

SHORTER THAN 30" IN LENGTH.

DIMENSIONS SHOWN ON THIS PLAN ARE FOR PRE-CAST WALL PANELS & COPING ONLY. SEE LAYOUT PLAN FOR

DIMENSIONS OF COLUMBARIUM UNITS AND CONCRETE SPACERS.

THIS PLAN IS NOT TO BE USED FOR CONSTRUCTING POURED-IN-PLACE CONCRETE SPACERS.

ALL DIMENSIONING APPROXIMATE.

ACTUAL DIMENSIONING WILL VARY AND SHOULD

BE BASED ON PRECASTERS ACTUAL DIMENSIONS

L-6

L-6 L-6 L-6

L-6 L-6

L-6 L-6

L-6

L - 7

10 28

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

SCALE: AS NOTED

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

"AS BUILT"

COLUMBARIUM L

SECTION/ELEVATION

Section Elevation Wall-11 (Niche Columns 1-32) 1/4"=1'0"

L-7

Section Elevation Wall-12 (Niche Columns 1-24) 1/4"=1'0"

Section Elevation Wall-13 (Niche Columns 1-35) 1/4"=1'0"

3 Section Elevation Wall-14 (Niche Columns 1-12) 1/4"=1'0"

4 Section Elevation Wall-15 (Niche Columns 1-23) 1/4"=1'0"

Section Elevation Wall-16 (Niche Columns 1-34) 1/4"=1'0"

6 Section Elevation Wall-17 (Niche Columns 1-28) 1/4"=1'0"

KEY

Section Elevation Wall-18 (Niche Columns 1-50) 1/4"=1'0"

WALL 11 THROUGH WALL 18

L-7

L-7 L-7 L-7

L-7 L-7

L-7

GENERAL NOTES:

THE JOINT BETWEEN THE BASE OF EACH COLUMBARIUM UNIT AND THE TOP 18" OF THE FOOTER IS COVERED BY

PRE-CAST PANELS CUT IN EQUAL LENGTHS. SEE DIAGRAM ON THIS SHEET FOR DIMENSIONS OF THE PANELS.

EACH COLUMBARIUM UNIT IS SEPARATED BY A CONCRETE SPACER, POURED IN PLACE AFTER THE UNITS ARE SET ON

BOTH SIDES. EACH SPACER SHALL BE FACED WITH PRE-CAST WALL PANELS. THE WIDTH OF EACH PANEL IS

DIMENSIONED ON THE ELEVATIONS FOUND ON SHEETS L-107-L-110.

THE BACK OF THE COLUMBARIUM UNITS ARE FACED IN THE SAME PRE-CAST PANELS. THE TYPICAL SIZE FOR BACK

PANELS OF EACH UNIT IS 23-1/2" x 35-3/8". THE PRECAST PANELS FOR THE FRONT & SIDE FACES OF EACH UNIT CAN BE

CUT ON SITE, BUT SAWN EDGES MUST BE GROUND AND BEVELED.

COPING SHALL BE INSTALLED IN 6' 11/2" MAXIMUM LENGTHS. THE END PIECES SHALL BE CUT IN EQUAL LENGHTS NO

SHORTER THAN 30" IN LENGTH.

DIMENSIONS SHOWN ON THIS PLAN ARE FOR PRE-CAST WALL PANELS & COPING ONLY. SEE LAYOUT PLAN FOR

DIMENSIONS OF COLUMBARIUM UNITS AND CONCRETE SPACERS.

THIS PLAN IS NOT TO BE USED FOR CONSTRUCTING POURED-IN-PLACE CONCRETE SPACERS.

ALL DIMENSIONING APPROXIMATE.

ACTUAL DIMENSIONING WILL VARY AND SHOULD

BE BASED ON PRECASTERS ACTUAL DIMENSIONS

ISSUE FOR CONSTRUCTION 6-27-05 "AS BUILT" 3/2006

L - 8

11 28

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

SCALE: AS NOTED

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

"AS BUILT"

COLUMBARIUM M

SECTION/ELEVATION

WALL 1 THROUGH WALL 10

Section Elevation Wall-1 (Niche Columns 1-50) 1/4"=1'0"

L-8

Section Elevation Wall-2 (Niche Columns 1-28) 1/4"=1'0"

Section Elevation Wall-3 (Niche Columns 1-34) 1/4"=1'0"

3 Section Elevation Wall-4 (Niche Columns 1-23) 1/4"=1'0"

4 Section Elevation Wall-5 (Niche Columns 1-12) 1/4"=1'0"

Section Elevation Wall-7 (Niche Columns 1-35) 1/4"=1'0"

7Section Elevation Wall-6 (Niche Columns 1-24) 1/4"=1'0"

KEY

Section Elevation Wall-8 (1-32) 1/4"=1'0"

8 Section Elevation Wall-9 (Niche Columns 1-28) 1/4"=1'0"

Section Elevation Wall-10 (Niche Columns 1-46) 1/4"=1'0"

GENERAL NOTES:

THE JOINT BETWEEN THE BASE OF EACH COLUMBARIUM UNIT AND THE TOP 18" OF

THE FOOTER IS COVERED BY PRE-CAST PANELS CUT IN EQUAL LENGTHS. SEE

DIAGRAM ON THIS SHEET FOR DIMENSIONS OF THE PANELS. EACH COLUMBARIUM

UNIT IS SEPARATED BY A CONCRETE SPACER, POURED IN PLACE AFTER THE UNITS

ARE SET ON BOTH SIDES. EACH SPACER SHALL BE FACED WITH PRE-CAST WALL PANELS.

THE WIDTH OF EACH PANEL IS DIMENSIONED ON THE ELEVATIONS FOUND ON

SHEETS L-107-L-110. THE BACK OF THE COLUMBARIUM UNITS ARE FACED IN THE SAME

PRE-CAST PANELS. THE TYPICAL SIZE FOR BACK PANELS OF EACH UNIT IS

23-1/2" x 35-3/8". THE PRECAST PANELS FOR THE FRONT & SIDE FACES OF EACH UNIT

CAN BE CUT ON SITE, BUT SAWN EDGES MUST BE GROUND AND BEVELED. COPING

SHALL BE INSTALLED IN 6' 11/2" MAXIMUM LENGTHS. THE END PIECES SHALL BE CUT

IN EQUAL LENGHTS NO SHORTER THAN 30" IN LENGTH. DIMENSIONS SHOWN ON THIS

PLAN ARE FOR PRE-CAST WALL PANELS & COPING ONLY. SEE LAYOUT PLAN FOR

DIMENSIONS OF COLUMBARIUM UNITS AND CONCRETE SPACERS. THIS PLAN IS

NOT TO BE USED FOR CONSTRUCTING POURED-IN-PLACE CONCRETE SPACERS.

ALL DIMENSIONING APPROXIMATE. ACTUAL DIMENSIONING WILL VARY AND

SHOULD BE BASED ON PRECASTERS ACTUAL DIMENSIONS.

L-8

L-8

L-8 L-8

L-8L-8

L-8 L-8

L-8

L - 9

12 28

CALL BEFORE YOU DIG !

1-800-272-4480 ULCC/OCSI Uniform Color Code using ANSI standard Z53.1 Safety Colors

FOR TEMPORARY MARKINGS of Underground Facilities

SCALE: AS NOTED

Carter van Dyke Associates

40 Garden Alley

Doylestown, Pennsylvania

18901-4386

Voice: 215 345 5053

Fax: 215 345 4324

Web: www.CVDA.com

"AS BUILT"

COLUMBARIUM M

SECTION/ELEVATION

Section Elevation Wall-11 (Niche Columns 1-40) 1/4"=1'0"

L-9

Section Elevation Wall-13 (Niche Columns 1-21) 1/4"=1'0"

Section Elevation Wall-15 (Niche Columns 1-20) 1/4"=1'0"

Section Elevation Wall-14 (Niche Columns 1-19) 1/4"=1'0"

Section Elevation Wall-18 (Niche Columns 1-28) 1/4"=1'0"

Section Elevation Wall-12 (Niche Columns 1-46) 1/4"=1'0"

Section Elevation Wall-16 (Niche Columns 1-51) 1/4"=1'0"

KEY

Section Elevation Wall-17 (Niche Columns 1-33) 1/4"=1'0"

WALL 11 THROUGH WALL 18

L-9

L-9

L-9

L-9

L-9

L-9 L-9

GENERAL NOTES:

THE JOINT BETWEEN THE BASE OF EACH COLUMBARIUM UNIT AND THE TOP 18" OF

THE FOOTER IS COVERED BY PRE-CAST PANELS CUT IN EQUAL LENGTHS. SEE

DIAGRAM ON THIS SHEET FOR DIMENSIONS OF THE PANELS. EACH COLUMBARIUM

UNIT IS SEPARATED BY A CONCRETE SPACER, POURED IN PLACE AFTER THE UNITS

ARE SET ON BOTH SIDES. EACH SPACER SHALL BE FACED WITH PRE-CAST WALL PANELS.

THE WIDTH OF EACH PANEL IS DIMENSIONED ON THE ELEVATIONS FOUND ON

SHEETS L-107-L-110. THE BACK OF THE COLUMBARIUM UNITS ARE FACED IN THE SAME

PRE-CAST PANELS. THE TYPICAL SIZE FOR BACK PANELS OF EACH UNIT IS

23-1/2" x 35-3/8". THE PRECAST PANELS FOR THE FRONT & SIDE FACES OF EACH UNIT

CAN BE CUT ON SITE, BUT SAWN EDGES MUST BE GROUND AND BEVELED. COPING

SHALL BE INSTALLED IN 6' 11/2" MAXIMUM LENGTHS. THE END PIECES SHALL BE CUT

IN EQUAL LENGHTS NO SHORTER THAN 30" IN LENGTH. DIMENSIONS SHOWN ON THIS

PLAN ARE FOR PRE-CAST WALL PANELS & COPING ONLY. SEE LAYOUT PLAN FOR

DIMENSIONS OF COLUMBARIUM UNITS AND CONCRETE SPACERS. THIS PLAN IS

NOT TO BE USED FOR CONSTRUCTING POURED-IN-PLACE CONCRETE SPACERS.

ALL DIMENSIONING APPROXIMATE. ACTUAL DIMENSIONING WILL VARY AND

SHOULD BE BASED ON PRECASTERS ACTUAL DIMENSIONS.