230623 Elko NV 943-001 New Cemetery Construction Bid Docs Plans 4 of 8.pdf

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Design and Construction

Services U.S. Department of Veterans Affairs

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A

B

C

D

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

PLANTING LAYOUT PLAN

LP101

38JSJL

SCALE:1

PLANTING LAYOUT PLAN

1" = 40' (30" x 42" PAPER SIZE)

1. AREAS NOTED AS TURFGRASS SOD

WILL BE FULLY IRRIGATED.

2. AREAS NOTED AS NATIVE SEED

WILL BE IRRIGATED UNTIL

ESTABLISHED.

3. RESPREAD STOCKPILE NATIVE

TOPSOIL AND PLANT REMNANTS

EVENLY OVER EXTENT OF NATIVE

PLANTING AREAS AND OVERSEED

WITH NATIVE SEED MIX.

4. AREAS NOTED AS MULCH WITH

SHRUBS AND TREES TO BE POINT

SOURCE IRRIGATED.

5. SEE IRRIGATION DRAWINGS.

PROPERTY LIMITS

CONSTRUCTION LIMITS

TURFGRASS SOD

NATIVE PLANTING

TYPE 1 ROCK MULCH OVER

LANDSCAPE FABRIC

WOOD MULCH

DRAINAGE PLANTING

CONCRETE MOW BAND

SPADE EDGE

ROOT BARRIER

IRRIGATION MAIN

ROCK OUTCROPPING TYPE A

ROCK OUTCROPPING TYPE B

ROCK OUTCROPPING TYPE C

SHEET NOTES

LEGEND

A

B

C

SHEET LP105SHEET LP102

SHEET LP104SHEET LP103

AutoCAD SHX Text

BF

AutoCAD SHX Text P

AutoCAD SHX Text 5/5/2023

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N 0 20' 40'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

PLANTING ENLARGEMENT

LP102

39JSJL

MATCHLINE SHEET LP103

M

AT

C H

LI

N

E

SH

EE

T

LP

SCALE:1

PLANTING ENLARGEMENT 1

1" = 20' (30" x 42" PAPER SIZE)

1. AREAS NOTED AS TURFGRASS SOD

WILL BE FULLY IRRIGATED.

2. AREAS NOTED AS NATIVE SEED

WILL BE IRRIGATED UNTIL

ESTABLISHED.

3. RESPREAD STOCKPILE NATIVE

TOPSOIL AND PLANT REMNANTS

EVENLY OVER EXTENT OF NATIVE

PLANTING AREAS AND OVERSEED

WITH NATIVE SEED MIX.

4. AREAS NOTED AS MULCH WITH

SHRUBS AND TREES TO BE POINT

SOURCE IRRIGATED.

5. SEE IRRIGATION DRAWINGS.

PROPERTY LIMITS

CONSTRUCTION LIMITS

TURFGRASS SOD

NATIVE PLANTING

TYPE 1 ROCK MULCH OVER

LANDSCAPE FABRIC

WOOD MULCH

DRAINAGE PLANTING

CONCRETE MOW BAND

SPADE EDGE

ROOT BARRIER

IRRIGATION MAIN

ROCK OUTCROPPING TYPE A

ROCK OUTCROPPING TYPE B

ROCK OUTCROPPING TYPE C

SHEET NOTES

LEGEND

A

B

C

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N 0 20' 40'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 la c ad fi le s\ _0 sh ee ts

\1

_l

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.d di t:js ch m itz er le s av ed :5/

9/

:1

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AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

PLANTING ENLARGEMENT

LP103

40JSJL

MATCHLINE SHEET LP102

M

AT

C H

LI

N

E

SH

EE

T

LP

SCALE:1

PLANTING ENLARGEMENT 2

1" = 20' (30" x 42" PAPER SIZE)

1. AREAS NOTED AS TURFGRASS SOD

WILL BE FULLY IRRIGATED.

2. AREAS NOTED AS NATIVE SEED

WILL BE IRRIGATED UNTIL

ESTABLISHED.

3. RESPREAD STOCKPILE NATIVE

TOPSOIL AND PLANT REMNANTS

EVENLY OVER EXTENT OF NATIVE

PLANTING AREAS AND OVERSEED

WITH NATIVE SEED MIX.

4. AREAS NOTED AS MULCH WITH

SHRUBS AND TREES TO BE POINT

SOURCE IRRIGATED.

5. SEE IRRIGATION DRAWINGS.

PROPERTY LIMITS

CONSTRUCTION LIMITS

TURFGRASS SOD

NATIVE PLANTING

TYPE 1 ROCK MULCH OVER

LANDSCAPE FABRIC

WOOD MULCH

DRAINAGE PLANTING

CONCRETE MOW BAND

SPADE EDGE

ROOT BARRIER

IRRIGATION MAIN

ROCK OUTCROPPING TYPE A

ROCK OUTCROPPING TYPE B

ROCK OUTCROPPING TYPE C

SHEET NOTES

LEGEND

A

B

C

C

M

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MI

S

S

R

FD

D

Pp

Jo

Pp

Jo

Jo

Cl2

As

Jj

As

As

Jj

As

Cr

Pt

Pe

N 0 20' 40'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 la c ad fi le s\ _0 sh ee ts

\1

_l

_s ite

.d di t:js ch m itz er le s av ed :5/

9/

:1

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

PLANTING ENLARGEMENT

LP104

41JSJL

MATCHLINE SHEET LP105

M

AT

C H

LI

N

E

SH

EE

T

LP

SCALE:1

PLANTING ENLARGEMENT 3

1" = 20' (30" x 42" PAPER SIZE)

1. AREAS NOTED AS TURFGRASS SOD

WILL BE FULLY IRRIGATED.

2. AREAS NOTED AS NATIVE SEED

WILL BE IRRIGATED UNTIL

ESTABLISHED.

3. RESPREAD STOCKPILE NATIVE

TOPSOIL AND PLANT REMNANTS

EVENLY OVER EXTENT OF NATIVE

PLANTING AREAS AND OVERSEED

WITH NATIVE SEED MIX.

4. AREAS NOTED AS MULCH WITH

SHRUBS AND TREES TO BE POINT

SOURCE IRRIGATED.

5. SEE IRRIGATION DRAWINGS.

PROPERTY LIMITS

CONSTRUCTION LIMITS

TURFGRASS SOD

NATIVE PLANTING

TYPE 1 ROCK MULCH OVER

LANDSCAPE FABRIC

WOOD MULCH

DRAINAGE PLANTING

CONCRETE MOW BAND

SPADE EDGE

ROOT BARRIER

IRRIGATION MAIN

ROCK OUTCROPPING TYPE A

ROCK OUTCROPPING TYPE B

ROCK OUTCROPPING TYPE C

SHEET NOTES

LEGEND

A

B

C

AutoCAD SHX Text

BF

AutoCAD SHX Text P

ROCKY ROADROCKY ROAD

S

S

S

D

D

Pe

Ac

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Lg

Pt

Lg

Pt

Lg

Pt

Jj

Lg

Pc2

Pc2

Jj

Pt

Pt

N 0 20' 40'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 la c ad fi le s\ _0 sh ee ts

\1

_l

_s ite

.d di t:js ch m itz er le s av ed :5/

9/

:1

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

PLANTING ENLARGEMENT

LP105

42JSJL

MATCHLINE SHEET LP103

M

AT

C H

LI

N

E

SH

EE

T

LP

SCALE:1

PLANTING ENLARGEMENT 4

1" = 20' (30" x 42" PAPER SIZE)

1. AREAS NOTED AS TURFGRASS SOD

WILL BE FULLY IRRIGATED.

2. AREAS NOTED AS NATIVE SEED

WILL BE IRRIGATED UNTIL

ESTABLISHED.

3. RESPREAD STOCKPILE NATIVE

TOPSOIL AND PLANT REMNANTS

EVENLY OVER EXTENT OF NATIVE

PLANTING AREAS AND OVERSEED

WITH NATIVE SEED MIX.

4. AREAS NOTED AS MULCH WITH

SHRUBS AND TREES TO BE POINT

SOURCE IRRIGATED.

5. SEE IRRIGATION DRAWINGS.

PROPERTY LIMITS

CONSTRUCTION LIMITS

TURFGRASS SOD

NATIVE PLANTING

TYPE 1 ROCK MULCH OVER

LANDSCAPE FABRIC

WOOD MULCH

DRAINAGE PLANTING

CONCRETE MOW BAND

SPADE EDGE

ROOT BARRIER

IRRIGATION MAIN

ROCK OUTCROPPING TYPE A

ROCK OUTCROPPING TYPE B

ROCK OUTCROPPING TYPE C

SHEET NOTES

LEGEND

A

B

C

BASIN EOF

DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL MATURE HEIGHT MATURE WIDTH

Bo 10 WATER BIRCH B&B 2 - 1/2" CAL. 30' HT. 30' W.

BETULA OCCIDENTALIS

Cl2 10 SUGAR HACKBERRY B&B 2 - 1/2" CAL. 60' HT. 60' W.

CELTIS LAEVIGATA

Cm 2 MOUNTAIN MAHOGANY B&B 2 - 1/2" CAL. 20' HT. 12' W.

CERCOCARPUS MONTANUS

Gt 5 HONEY LOCUST B&B 2 - 1/2" CAL. 70' HT. 70' W.

GLEDITSIA TRIACANTHOS

Ls 6 SWEET GUM B&B 2 - 1/2" CAL. 60' HT. 40' W.

LIQUIDAMBAR STYRACIFLUA

Qg 2 GAMBEL OAK B&B 2 - 1/2" CAL. 30' HT. 20' W.

QUERCUS GAMBELII

UA 10 ACCOLADE™ ELM B&B 2 - 1/2" CAL. 30' HT. 30' W.

ULMUS X `MORTON`

EVERGREEN TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL MATURE HEIGHT MATURE WIDTH

Ac 14 WHITE FIR B&B 6` HT. 80' HT. 25' W.

ABIES CONCOLOR

Jo 30 WESTERN JUNIPER B&B 6` HT. 80' HT. 10' W.

JUNIPERUS GRANDIS

Pe 22 ENGELMANN SPRUCE B&B 6` HT. 70' HT. 15' W.

PICEA ENGELMANNII

Pp 5 PINYON PINE B&B 6` HT. 40' HT. 20' W.

PINUS EDULIS

DECIDUOUS SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE MATURE HEIGHT MATURE WIDTH

As 22 SASKATOON SERVICEBERRY POT 5 GAL. 10' HT. 10' W.

AMELANCHIER ALNIFOLIA

Au 9 UTAH SERVICEBERRY POT 5 GAL. 10' HT. 10' W.

AMELANCHIER UTAHENSIS

Ac2 9 FOURWING SALTBUSH POT 5 GAL. 6' HT. 8' W.

ATRIPLEX CANESCENS

Cm2 61 DESERT SWEET POT 5 GAL. 6' HT. 6' W.

CHAMAEBATIARIA MILLEFOLIUM

Cr 9 REDOSIER DOGWOOD POT 5 GAL. 9' HT. 10' W.

CORNUS SERICEA

Em 52 SLENDER BUCKWHEAT POT 5 GAL. 5' HT. 5' W.

ERIOGONUM MICROTHECUM

Hd 6 ROCK SPIREA POT 5 GAL. 15' HT. 10' W.

HOLODISCUS DUMOSUS

Pf 82 SHRUBBY CINQUEFOIL POT 5 GAL. 4' HT. 5' W.

POTENTILLA FRUTICOSA

Pc2 8 CHOKECHERRY POT 5 GAL. 25' HT. 20' W.

PRUNUS VIRGINIANA

Rc 43 NOOTKA ROSE POT 3 GAL. 6' HT. 4' W.

ROSA NUTKANA

EVERGREEN SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE MATURE HEIGHT MATURE WIDTH

Al2 48 LOW SAGEBRUSH POT 5 GAL. 1.5' HT. 2.5' W.

ARTEMISIA ARBUSCULA

Jj 16 COMMON JUNIPER POT 5 GAL. 4' HT. 10' W.

JUNIPERUS COMMUNIS

Km 22 ALPINE LAUREL POT 5 GAL. 3' HT. 3' W.

KALMIA MICROPHYLLA

Lg 104 WESTERN LABRADOR TEA POT 5 GAL. 3' HT. 3' W.

LEDUM GLANDULOSUM

Pt 85 ANTELOPE BITTERBRUSH POT 5 GAL. 5' HT. 5' W.

PURSHIA TRIDENTATA

Yg 58 SOAPWEED POT 5 GAL. 2' HT. 3' W.

YUCCA GLAUCA

PLANT SCHEDULE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 la c ad fi le s\ _0 sh ee ts

\1

_l

_s ite

.d di t:js ch m itz er le s av ed :5/

9/

:1

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

PLANT SCHEDULE

LP106

43JSJL

1 PLANTING SOIL & WOOD MULCH DIAMETER TO BE 6'-0".

PLANT SCHEDULE

3x ROOT

BALL DIA.

ORIGINAL SLOPE

NOTE:

-3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE

PLANTINGS AREAS AND UNDER TREES ISOLATED FROM

PLANTING AREAS UNLESS IDENTIFIED OTHERWISE.

-MULTI-STEM TREES SHALL NOT RECEIVE STAKING.

THEY SHALL CONFORM TO ALL OTHER DECIDUOUS

TREE PLANTING REQUIREMENTS.

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST BRANCH

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

3" DEPTH WOOD MULCH

PLANTING SOIL

MOUND MIN. 6"

AFTER EXPOSING TREE ROOT

FLAIR, PLANT SO ROOT FLAIR IS

ADJACENT TO FINISH GRADE

TREE TIE SECURED TO

STAKE. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

WOOD MULCHFERTILIZER PLANT TAB

MULCH SHALL BE HELD BACK 3"

FROM BASE OF ALL PLANT MATERIAL

PLAN VIEW

NOT TO SCALE

3X ROOTBALL DIA.

LAWN OR TYPE 1

ROCK MULCH

(3) ROOT AERATION

SYSTEM

EQ

EQ.

EQ.

ROOT AERATION SYSTEM

6' MIN. DIA. EARTH SAUCER

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF ROOTBALL

UNDISTURBED OR COMPACTED SOIL

FERTILIZER PLANT TAB

ORIGINAL SLOPE

3x ROOT

BALL DIA.

NOTE:

· 3" DP. WOOD MULCH SHALL BE USED IN ALL

LANDSCAPE PLANTINGS AREAS AND UNDER TREES

ISOLATED FROM PLANTING AREAS UNLESS

IDENTIFIED OTHERWISE.

· KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM

· SEE PLANT SCHEDULE FOR O.C. SPACING, IF

APPLICABLE

· MULTI-STEM TREES SHALL NOT RECEIVE STAKING.

THEY SHALL CONFORM TO ALL OTHER DECIDUOUS

TREE PLANTING REQUIREMENTS.

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST BRANCH

6' MIN. DIA. EARTH SAUCER

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

3" DEPTH WOOD MULCH

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF

ROOTBALL

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR COMPACTED SOIL

AFTER EXPOSING TREE

ROOT FLAIR, PLANT SO ROOT

FLAIR IS ADJACENT TO

FINISH GRADE

TREE TIE SECURED TO

STAKE. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

PLAN VIEW

NOT TO SCALE

3X ROOTBALL DIA.

WOOD MULCH

LAWN OR TYPE 1

ROCK MULCH

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

MULCH SHALL BE HELD BACK 3"

FROM BASE OF ALL PLANT MATERIAL

(3) ROOT AERATION

SYSTEM

ROOT AERATION

SYSTEM

EQ

EQ.

EQ.

NOTE:

-3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS

AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS

IDENTIFIED OTHERWISE.

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

MOUND MIN. 6"

REMOVE BURLAP, TWINE,

ROPE AND WIRE FROM TOP

HALF OF ROOTBALL

FINISHED GRADE

6' MIN. DIA. EARTH SAUCER

3" HEIGHT TAMPED WATER BASIN

AT EDGE OF EARTH SAUCER

(3) TREE AUGUR STEEL ANCHORS.

SECURE TO TREE WITH

ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE

(EQUALLY SPACED).

3" DEPTH WOOD MULCH

SINGLE STRAIGHT LEADER

CENTER TREE IN HOLE, UPRIGHT

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS ADJACENT

TO FINISH GRADE

PLAN VIEW

NOT TO SCALE

WOOD MULCH

LAWN OR TYPE 1

ROCK MULCH

(3) TREE AUGUR STEEL

ANCHORS. SECURE TO

TREE WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE

(EQUALLY SPACED).

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

MULCH SHALL BE HELD BACK 3" FROM

BASE OF ALL PLANT MATERIAL

ROOT AERATION

SYSTEM

(3) ROOT AERATION

SYSTEM

3X ROOTBALL DIA.

EQ

EQ.

EQ.

3x ROOT

BALL DIA.

NOTE:

-3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS

AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS

IDENTIFIED OTHERWISE.

FINISHED GRADE

3" DEPTH WOOD MULCH

SINGLE STRAIGHT LEADER

CENTER TREE IN HOLE, UPRIGHT

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS ADJACENT

TO FINISH GRADE

(3) TREE AUGUR STEEL

ANCHORS. SECURE TO TREE

WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF

TREE (EQUALLY SPACED).

WOOD MULCH

(3) TREE AUGUR STEEL

ANCHORS. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE

(EQUALLY SPACED).

FERTILIZER PLANT TAB

MULCH TO BE HELD BACK 3" FROM

BASE OF ALL PLANT MATERIAL

PLAN VIEW

NOT TO SCALE

LAWN OR TYPE 1

ROCK MULCH

(3) ROOT AERATION

SYSTEM

3X ROOTBALL DIA.

EQ

EQ.

EQ.

ORIGINAL SLOPE

ORIGINAL SLOPE 3x ROOT

BALL DIA.

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

MOUND MIN. 6"

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF ROOTBALL

6' MIN. DIA. EARTH SAUCER

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FERTILIZER PLANT TAB

ROOT AERATION SYSTEM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 la c ad fi le s\ _0 sh ee ts

\1

_l

_d et ai ls

.d di t:js ch m itz er le s av ed :5/

3/

:2

PM

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

LP501

44JSJL

LANDSCAPE DETAILS

SCALE:3

EVERGREEN TREE PLANTING ON SLOPE DETAIL

N.T.S.

SCALE:1

DECIDUOUS TREE PLANTING ON SLOPE DETAIL

N.T.S.

SCALE:4

EVERGREEN TREE PLANTING DETAIL

N.T.S.

SCALE:2

DECIDUOUS TREE PLANTING DETAIL

N.T.S.

MATURE WIDTH, SEE SCHEDULE

6" MIN

1" AT DRIPEDGE @

TIME OF PLANTING

LINE OF PLANTING PIT WHEN

PLANTED INDIVIDUALLY

PLANTING SOIL

3" DEPTH WOOD MULCH

UNDISTURBED OR COMPACTED SOIL

MULCH SHALL BE HELD BACK 3"

FROM BASE OF STEMS

LANDSCAPE FABRIC, WRAP FABRIC

UP BETWEEN PLANTING SOIL AND

ROCK MULCH

SLOPE PLANTING SOIL AWAY FROM

LAST OUTSIDE STEM @ 2%

TYPE 1 ROCK MULCH

3" HEIGHT WATER BASIN AT

EDGE OF EARTH SAUCER

PLANTING SOIL

3" DEPTH WOOD MULCH

TYPE 1 ROCK MULCH

UNDISTURBED OR COMPACTED SOIL

MATURE WIDTH, SEE SCHEDULE

6" MIN.

LANDSCAPE FABRIC, WRAP FABRIC

UP BETWEEN PLANTING SOIL AND

ROCK MULCH

1" AT DRIPEDGE @

TIME OF PLANTING

MULCH SHALL BE HELD BACK 3"

FROM BASE OF STEMS

SLOPE PLANTING SOIL AWAY FROM

LAST OUTSIDE STEM @ 2%

3" HEIGHT TAMPED WATER BASIN

AT EDGE OF EARTH SAUCER

SUBGRADE

8" DEEP SHOVEL CUT

TYPE 1 ROCK MULCH OVER

LANDSCAPE FABRIC OR

WOOD MULCH, SEE PLANS

NATIVE

12"

NATIVE RESPREAD

STOCKPILED SOIL

45°

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 la c ad fi le s\ _0 sh ee ts

\1

_l

_d et ai ls

.d di t:js ch m itz er le s av ed :5/

3/

:2

PM

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

LP502

45JSJL

LANDSCAPE DETAILS

SCALE:2

EVERGREEN SHRUB PLANTING DETAIL

N.T.S.SCALE:1

DECIDUOUS SHRUB PLANTING DETAIL

N.T.S.

SCALE:4

ROCK OUTCROPPING "A" DETAIL

N.T.S.

PLAN

NOT TO SCALE

TYPE 1 ROCK MULCH

SECTION

NOT TO SCALE

NO LESS THAN 10' AND NO GREATER THAN 20'

SEE NOTE 1

N O

L

ES

S

TH

AN

0' A

N D

N O

G R

EA

TE

R T

H

AN

0'

SE

E

N O

TE

TYPE 2 ROCK

TYPE 3 ROCK

TYPE 4 ROCK

BOULDER OUTCROPPING

NOTES:

1) ONE (1) BOULDER OUTCROPPING

SHALL BE PROVIDED IN AN AREA

OF MINIMUM 200 SF AND MAXIMUM

OF 225 SF.

2) FILL VOIDS BETWEEN LARGER

STONES WITH ADJACENT SMALLER

STONE SIZE MIX, SEE SECTION.

3) SEE SPECIFICATIONS FOR ROCK

TYPE SIZES.

BLEND TYPE 1 ROCK MULCH

WITH TYPE 2 ROCK FOR 12"

SCALE:3

MULCH TO NATIVE EDGER

N.T.S.

SCALE:5

ROCK OUTCROPPING "B" DETAIL

N.T.S. SCALE:6

ROCK OUTCROPPING "C" DETAIL

N.T.S.

PLAN

NOT TO SCALE

SECTION

NOT TO SCALE

PLAN

NOT TO SCALE

SECTION

NOT TO SCALE

NOTES:

1) ONE (1) BOULDER OUTCROPPING

SHALL BE PROVIDED IN AN AREA

OF MINIMUM 75 SF AND MAXIMUM

OF 100 SF

2) FILL VOIDS BETWEEN LARGER

STONES WITH ADJACENT SMALLER

STONE SIZE MIX, SEE SECTION.

3) SEE SPECIFICATIONS FOR ROCK

TYPE SIZES.

NOTES:

1) ONE (1) BOULDER OUTCROPPING

SHALL BE PROVIDED IN AN AREA

OF MINIMUM 125 SF AND MAXIMUM

OF 150 SF.

2) FILL VOIDS BETWEEN LARGER

STONES WITH ADJACENT SMALLER

STONE SIZE MIX, SEE SECTION.

3) SEE SPECIFICATIONS FOR ROCK

TYPE SIZES.

NO LESS THAN 12' AND NO GREATER THAN 15'

SEE NOTE 1

NO LESS THAN 8' AND NO GREATER THAN 12'

SEE NOTE 1

N O

L

ES

S

TH

AN

2' A

N D

N O

G R

EA

TE

R T

H

AN

5'

SE

E

N O

TE

N O

L

ES

S

TH

AN

' A N

D N

O G

R

EA

TE

R

T H

AN

2'

SE

E N

O

TE

BOULDER OUTCROPPING

BOULDER OUTCROPPING

BLEND TYPE 2 ROCK WITH

TYPE 3 ROCK FOR 12"

BLEND TYPE 3 ROCK WITH

TYPE 4 ROCK FOR 24"

BLEND TYPE 3 ROCK WITH

TYPE 4 ROCK FOR 24"

BLEND TYPE 3 ROCK WITH

TYPE 4 ROCK FOR 24"

BLEND TYPE 2 ROCK WITH

TYPE 3 ROCK FOR 12"

BLEND TYPE 2 ROCK WITH

TYPE 3 ROCK FOR 12"

BLEND TYPE 1 ROCK MULCH

WITH TYPE 2 ROCK FOR 12"

BLEND TYPE 1 ROCK MULCH

WITH TYPE 2 ROCK FOR 12"

LANDSCAPE FABRIC LANDSCAPE FABRIC LANDSCAPE FABRIC

TYPE 1 ROCK MULCH

TYPE 2 ROCK

TYPE 3 ROCK

TYPE 4 ROCK

TYPE 1 ROCK MULCH

TYPE 2 ROCK

TYPE 3 ROCK

TYPE 4 ROCK

FL

O

RA

L

RE

G

U

LA

TI

O

N S

'-0

2'

-0

'-0

2' -0

60'-0"

'-0

28'-0" TYP.

2' -0

2'

-0

'-0

'-0

FLORALREGULATION

S

146 128

66 54

29 20

96 81

147 129

115205

12155

162 79

GRID MONUMENTS

PT ID

NORTHING

28468430.62

28468420.05

28468407.97

28468478.77

28468468.20

28468512.11

28468501.54

EASTING

596493.02

596518.95

596548.58

596512.65

596538.58

596526.25

596552.18

ELEV

5339.76

5338.80

5337.88

5338.67

5337.62

5337.94

5337.16

201 28468513.71 596544.97 5337.50

202 28468468.32 596562.76 5336.81

SECTION MARKERS

PT ID NORTHING EASTING ELEV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra ve si te d et ai ls

.d di t:jlu ch t s av ed

:4/

/2

7:

A

M p lo t:5 /9

/2

8:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CJ401

46JSJL

GRAVESITE BURIAL LAYOUT

SECTION 1 - IGC

CJ401

46JSJL

N 0 10' 20'

SCALE:1

GRAVESITE LAYOUT SECTION 1 - IGC

1" = 10' (30" x 42" PAPER SIZE)

N 0 10' 20'

SCALE:2

GRAVESITE ADDRESSING SECTION 1 - IGC

1" = 10' (30" x 42" PAPER SIZE)

PROPERTY LIMITS

CONSTRUCTION LIMITS

ASPHALT PAVEMENT

CONCRETE PAVEMENT

HEADSTONE DIRECTION

IN-GROUND CREMAINS (4'x4')

FLOWER WATERING STATION

SECTION MARKER

GRID MONUMENT

LEGEND

GRAVESITE SUMMARY

BURIAL TYPE

IN-GROUND CREMAINS (IGC) (4'x4')

PHASE 1

GRAVESITE SUMMARY

CEM

ETERY RO

AD

CEM

ETERY RO

AD

4' -0

IR

RI

. A

IS

LE

, T

YP

4'-0"

TYP.

4' -0

TY

P.

IG

C

SE

CT

IO

N

IG

C

SE

CT

IO

N

OBSTRUCTED GRAVESITES

OBSTRUCTED GRAVESITES

ROCK OUTROCPPING, TYP. ROCK OUTROCPPING, TYP.

FLORAL

REGULATIONS

144'-0"

'-0

6'- 0"

6'- 0"

'-0

PPC

SECTION 2

48'-0" TYP.

FLORAL

REGULATIONS

PPC

SECTION 2

GRID MONUMENTS

PT ID

NORTHING

28468437.59

28468407.38

28468377.18

28468346.97

28468491.21

28468461.01

28468430.80

28468400.59

EASTING

596632.60

596669.91

596707.21

596744.51

596676.03

596713.33

596750.63

596787.94

ELEV

5336.54

5337.36

5338.17

5338.99

5335.30

5336.11

5336.93

5337.75

SECTION MARKERS

PT ID

NORTHING

28468446.65

28468490.94

EASTING

596630.95

596666.82

ELEV

5336.34

5335.49

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra ve si te d et ai ls

.d di t:jlu ch t s av ed

:4/

/2

7:

A

M p lo t:5 /9

/2

8:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CJ402

47JSJL

GRAVESITE BURIAL LAYOUT

SECTION 2 - PPC

CJ402

47JSJL

N 0 10' 20'

SCALE:1

GRAVESITE LAYOUT SECTION 2 - PPC

1" = 10' (30" x 42" PAPER SIZE)

N 0 10' 20'

SCALE:2

GRAVESITE ADDRESSING SECTION 2 - PPC

1" = 10' (30" x 42" PAPER SIZE)

PROPERTY LIMITS

CONSTRUCTION LIMITS

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GRAVEL MAINTENANCE ROAD

HEADSTONE DIRECTION

PRE-PLACED CRYPTS (3'x10')

FLOWER WATERING STATION

SECTION MARKER

GRID MONUMENT

LEGEND

GRAVESITE SUMMARY

BURIAL TYPE

PRE-PLACED CRYPTS (PPC) (3'x8')

PHASE 1

GRAVESITE SUMMARY

CEMETE

RY R

OAD

CEMETE

RY R

OAD

8'-0"TYP.

3'- 0"

TY

P.

3'- 0"

IR

RIG

ATI

ON IS

LE

, T

YP.

40'-0"

2'-6"

'-0

2'-6"

45'-0"

13 14 15 16

5 6 7 8

10 11 12

2 3 4

21 22 23 24

18 19 20

29 30 31 32

26 27 28

37 38 39 40

34 35 36

GRID MONUMENTS

PT ID

NORTHING

28468586.34

28468576.46

28468635.12

28468625.24

EASTING

596502.08

596545.98

596513.06

596556.96

ELEV

5338.37

5337.26

5338.55

5337.44

SECTION MARKERS

PT ID

NORTHING

28468579.87

28468570.19

EASTING

596503.18

596542.00

ELEV

5338.28

5337.42

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra ve si te d et ai ls

.d di t:jlu ch t s av ed

:4/

/2

7:

A

M p lo t:5 /9

/2

8:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

GRAVESITE BUIRAL LAYOUT

SECTION 26 - TRADITIONAL

CJ403

48JSJL

N 0 10' 20'

SCALE:1

GRAVESITE LAYOUT SECTION 26 - TRADITIONAL

1" = 10' (30" x 42" PAPER SIZE)

N 0 10' 20'

SCALE:2

GRAVESITE ADDRESSING SECTION 26 - TRADITIONAL

1" = 10' (30" x 42" PAPER SIZE)

PROPERTY LIMITS

CONSTRUCTION LIMITS

ASPHALT PAVEMENT

CONCRETE PAVEMENT

HEADSTONE DIRECTION

TRADITIONAL BURIAL (5'x10')

OVERSIZED PRE-PLACED CRYPT

(4X10)

FLOWER WATERING STATION

SECTION MARKER

GRID MONUMENT

LEGEND

GRAVESITE SUMMARY

BURIAL TYPE

TRADITIONAL (TRAD) (5'x10')

OVERSIZED PRE-PLACED CRYPT (OS) (4X10)

PHASE 1

GRAVESITE SUMMARY

'-0

TY

P.

5'-0"

TYP.

CEMETERY ROAD

CEMETERY ROAD

TRAD 30OS 10SECTION 26

TRAD 30OS 10SECTION 26

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra ve si te d et ai ls

.d di t:jlu ch t s av ed

:4/

/2

7:

A

M p lo t:5 /9

/2

8:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CJ501

49JSJL

GRAVESITE DETAILS

INSIDE SHELF

* CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS TO

VERIFY DEPTH OF COVER. DEFICIENCIES IN DEPTH (OR

EXCESSES) SHALL BE REMEDIED PRIOR TO ACCEPTANCE OF

CRYPT INSTALLATION. VARIANCE SHALL NOT EXCEED ±1" FROM

FINISH GRADE.

EQUAL

EQ

PLAN VIEW

EQ

EQ

15" (TYP)

EQUAL

4" THICK CONC. LID1'-6"

4"

90"

LIFTING LUG

2"

2"

#3 REBAR @ 101

2" O.C.

BOTH WAYS

PAINT GRAVE # ON LID AT HEAD

OF GRAVE; 12" HIGH NUMBERS

(MIN.) USING A STENCIL

H

EA

D O

F G

R

AV

E

34"

90"

1'-6"

4"

4"

TYP.

LIFTING HANDLE

90"

86"

CASKET REST

4" MIN. HEIGHT

4"

4"Ø (AT BOTTOM) TAPERED

DRAIN HOLES (2 PLACES, TYP.)

NOTE:

CASKET RESTS TO BE 20" FROM

CENTERLINE OF CASKET EACH WAY. VERIFY

WITH MANUFACTURER SHOP DRAWINGS.

25" MIN.

CLEAR

HEIGHT

25" MIN.

CLEAR

HEIGHT

60"

MAX.

CRYPT LID

4" CHAMFER

(ALL SIDES OF LID)

84"

31"28"

2"

2"

42"

2" ABS INSIDE SHELF

OR EQUIVALENT

1 12" SCH 40 PVC PIPE

OR EQUIVALENT

LIFTING

HANDLE

4"

TYP.

4" 34" 21

4"

60"

MAX.

34"

25" MIN.

CLEAR

HEIGHT

25" MIN.

CLEAR

HEIGHT 30" MIN.

3"

4"

4"

CASKET RESTS

4"

4"Ø (AT BOTTOM) TAPERED

DRAIN HOLES (2 PLACES, TYP.)

4" CHAMFER

(ALL SIDES OF LID)

CRYPT LID

28"11 2" 11

2"

1 12" SCH 40 PVC PIPE

ABS INSIDE SHELF

GALV. STEEL ANCHOR PIN,

MIN. CAPACITY .98 TON EA.

PRE-PLACED CRYPT

CONCRETE LID

PLASTIC COVER (TO PREVENT

DIRT AND WATER ENTRY)

2" DIA.EQ EQ

4"

NOTE:

FOUR (4) LUGS PER LID

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE LAYOUT

PLANS FOR LOCATIONAL DATA

IRRIGATION AISLE 3'-0" WIDTH:

BACKFILL WITH FILL

TYP. PRE-PLACED CRYPT (TO BE

FURNISHED AND INSTALLED BY

CONTRACTOR) CENTERED (IN BOTH

DIRECTIONS) BETWEEN GRIDLINES

(MEASURED AT TOP OF CRYPTS)

12" HIGH BLACK NUMBERS USING

A STENCIL ON OUTSIDE OF CRYPT

LIDS AS WELL AS THE INSIDE OF

CRYPT WALL (HEADSTONE END);

CONTRACTOR SHALL PAINT BOTH

SETS OF THE NUMBERS ON THE

CRYPT AFTER IT IS SET,

INSPECTED AND APPROVED BY

COR. CRYPT NUMBERS PROVIDED

BY COR.GRIDLINE AS SHOWN ON PLANS

(3'-0" X 8'-0" BURIAL PLOT AREA TYP.)

LIFTING LUGS (TYP.), SEE DETAIL

8" (TYP.)

15" (TYP.)

8" (TYP.)

EQ

7' -3

6'

-9

6"

AREA BETWEEN CRYPTS SHALL

BE FILLED WITH PEA GRAVEL.

TYP. LAWN CRYPT CENTERED IN BOTH

DIRECTIONS BETWEEN GRIDLINES

(MEASURED AT TOP OF CRYPT)

SUBBASE OF CRYPT AND

SUBGRADE ARE SAME

SLOPE AS FINISHED GRADE

SEE GRADING PLANS FOR SLOPE

8'-0" O.C. (TYP. GRAVE PLOT)

FINISHED GRADE, SEE

GRADING AND DRAINAGE PLAN

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

6" DEPTH AMENDED TOPSOIL

12" DEPTH TOPSOIL

3" DEPTH SAND

NOTE:

DISTANCE BETWEEN FINISH GRADE

AND BOTTOM OF CRYPT IS BASED ON A

CRYPT WITH OUTSIDE DIMENSIONS OF

7'-6" (L) C 2'-10" (W) X 5'-0" (H)

PROOF ROLLED AND

COMPACTED SUBGRADE

6" MIN. COMPACTED DRAIN ROCK

NON-WOVEN CONSTRUCTION GEOSYNTHETIC

OVERLAP 6" SEAMS

FABRIC LOCATED ON TOP OF SUBGRADE

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

3'-0"

O.C. SECTION / IRRIGATION

AISLE / OPEN AREA

6" DEPTH AMENDED TOPSOIL

12" DEPTH TOPSOIL

3" DEPTH SAND

SELECT OR

COMMON FILL

6" MIN. COMPACTED

DRAIN ROCK

PRE-CAST CONCRETE

LAWN CRYPT (TYP.)

AREA BETWEEN CRYPTS SHALL BE

FILLED WITN ROUNDED PEA GRAVEL.

PEA GRAVEL GRADATION PER SPEC.

SUBBASE OF CRYPT AND SUBGRADE

ARE SAME SLOPE AS FINISHED GRADE NON-WOVEN CONSTRUCTION GEOSYNTHETIC

OVERLAP 6" SEAMS UNDER DRAIN ROCK

FABRIC LOCATED ON TOP OF SUBGRADE

EQ EQ

1 LID - TOP VIEW

N.T.S.

2 LID - SIDE VIEW

N.T.S.

5 LID - SECTION VIEW

N.T.S.

6 CRYPT - END SECTION

N.T.S.

3 CRYPT - LONGITUDINAL SECTION

N.T.S.

4 CRYPT INSIDE SHELF - PLAN VIEW

N.T.S.

7 CRYPT INSIDE SHELF - END VIEW

N.T.S.

8 CRYPT LIFTING LUG

N.T.S.

9 DOUBLE-DEPTH LAWN CRYPT INSTALLATION

N.T.S.

10 DOUBLE-DEPTH CRYPT INSTALLATION - LONGITUDINAL SECTION

N.T.S.

11 DOUBLE-DEPTH CRYPT INSTALLATION - TRANSVERSE SECTION

N.T.S.

20"

TYP.20"

TYP.

3'-0"

FABRIC TO TOP OF CRYPT.

GENERAL CRYPT NOTES:

1. CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY THE

COR) TO VERIFY DEPTH OF COVER; OR DEFICIENCIES IN DEPTH (OR EXCESSES)

AFTER CRYPT INSTALLATION.

2. AREA BETWEEN CRYPTS SHALL BE FILLED & COMPACTED W/ PEA GRAVEL TO

PREVENT SETTLEMENT OF TOPSOIL.

3. REFER TO SPECIFICATIONS REGARDING ALLOWABLE TOLERANCES DURING

CRYPT PLACEMENT.

4. SUBGRADE OF CRYPT TO REFLECT SURFACE FINISH GRADE.

PAINT GRAVE # ON INSIDE OF

CRYPT AT HEAD OF GRAVE; 12" HIGH

NUMBERS (MIN.) USING A STENCIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra ve si te d et ai ls

.d di t:jlu ch t s av ed

:4/

/2

7:

A

M p lo t:5 /9

/2

8:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CJ502

50JSJL

GRAVESITE DETAILS

NOTES:

1. CENTER POINT OF BURIAL CONTROL MONUMENT GRID SHALL BE

WITHIN 0.05 FT OF THE POINT DESIGNATED ON THE PLANS.

2. CONCRETE TO EXTEND BELOW FROST DEPTH

PLAN VIEW

DETAIL ENLARGEMENT

G R

ID

LI

N

E IRRIGATION

AISLE / SECTION

BREAK

PVC SCREW CAP, PROVIDE 2"

CLEARANCE TO CAST IRON COVER

CAST IRON CLEANOUT FRAME & COVER

LABELED C.O. OR BLANK, CAST IN CONCRETE18"X18"X6" CONCRETE

PAD OR AS SPECIFIED

FINISHED GRADE

SEE DETAIL ENLARGEMENT ABOVE

LOCATE CLEAN OUT WHERE INDICATED ON

UTILITY PLANS1'-6"

SO

6" DEPTH AMENDED TOPSOIL

12" DEPTH TOPSOIL

PRE-CAST CONCRETE

PRE-PLACED CRYPT

COMPACTED DRAIN ROCK - SEE SPECIFICATIONS

DRAINTILE

GASKETED PVC ELBOW MANUFACTURED

SPECIFICALLY FOR CONVERTING FROM

DRAINTILE OR HDPE PIPE TO PVC. NYLOPLAST

FITTING BY HANCOR OR APPROVED EQUAL

NON-WOVEN CONSTRUCTION GEOSYNTHETIC.

OVERLAP 6" SEAMS UNDER DRAIN ROCK.

FABRIC LOCATED ON TOP OF SUBGRADE.

PVC PIPE REDUCER AS

REQUIRED PER PLAN

45° PVC ELBOWS (2)

4" PVC RISER, 45° ELBOWS,

AND FLUSH MOUNTED

CLEANOUT PLUG

SQUARE CONCRETE PAD,

6" DEPTH MIN.

2.0' TYPICAL

SEE UTILITY PLAN (SHEET CU101)

FOR HORIZONTAL AND

VERTICAL LAYOUT

GRIDLINE AS SHOWN ON

PLAN SHEETS CJ402 & CJ403

COMPACTED FILL. SEE DETAILS

AND SPECIFICATIONS

STIFFENING RIBS

PRE-CAST CONCRETE LAWN CRYPT

6" MIN. BELOW PIPE INVERT SEE

GRADING AND DRAINAGE PLANS

NON-WOVEN CONSTRUCTION GEOSYNTHETIC.

OVERLAP 6" SEAMS UNDER DRAIN ROCK.

FABRIC LOCATED ON TOP OF SUBGRADE.

6" MINIMUM COMPACTED DRAIN ROCK

INSTALL DRAINTILE WITH PERFORATIONS DOWN.

SEE PLANS FOR HORIZONTAL AND VERTICAL

LAYOUT.

BRONZE DOMED-TOP MONUMENT MARKER

LOCATED WITHIN 4" DIA. PLACEMENT CIRCLE

4" DIA. PLACEMENT CIRCLE CENTERED ON CONCRETE MONUMENT

SLOPE CONCRETE AWAY FROM CENTER OF CONCRETE BURIAL MONUMENT

6"

3"

DOMED-TOP MONUMENT MARKET SEE DETAIL

SET FLUSH WITH FINISHED GRADE

SMOOTH TROWEL FINISH TOP SURFACE,

ENSURING POSITIVE DRANAGE

1" DIAMETER X 2 1/4" DEEP HOLE. SET MARKER WITH NON SHRINK GROUT.

6" DIAMETER, CONCRETE MONUMENT REINFORCED WITH 1 #6

REBAR, 60" LONG, 1" CLEAR FROM FACE.

BRONZE DOMED-TOP MONUMENT MARKER

WITH 3/4" DIAMETER SPLIT STYLE STEM

AND INTEGRAL LOCATION MAGNET

FIELD STAMPED CROSS HAIRS: MAX. LENGTH 3/4", MIN. LENGTH

1/2". CROSS HAIRS SHALL BE LOCATED WITHIN ENGRAVED

CIRCLE. ALIGN CROSS HAIRS WITH GRAVESITE GRID LINES.

REQUIRED 3/16" HIGH TEXT ENGRAVED ON CAP

ENGRAVED 1" DIA. CIRCLE CENTERED IN MONUMENT MARKER

2"

8" MAX. TO

TOP OF DOME

2'-6" MIN.

G R

ID

LI

N E

3'-0" O.C. 3'-0"

3'-0" O.C.

G R

ID

LI

N E

G R

ID

LI

N E

PRECAST CONCRETE

CRYPT (TYP.)

5.0'

COMMON FILL IN

IRRIGATION AISLES

COMPACTED DRAIN ROCK

G R

ID

LI

N E

G R

ID

LI

N E

3'-0" O.C.

5.0'

G R

ID

LI

N E

G R

ID

LI

N E

3'-0" O.C.

3'-0"

O.C.PRECAST CONCRETE

CRYPT (TYP.)

COMPACTED DRAIN ROCK

NON-WOVEN CONSTRUCTION GEOSYNTHETIC

SURROUND DRAINTILE WITH 6" MIN. DRAIN ROCK;

REFER TO UNDERDRAINAGE PLANS AND STORM

PLANS FOR HORIZONTAL AND VERTICAL LAYOUT AND

CONNECTION TO STORM DRAIN SYSTEM.

1 DRAINAGE CLEANOUT (CRYPT)

N.T.S. 2 PERIMETER CRYPT & UNDERDRAIN

N.T.S. 3 CRYPT FIELD LATERAL UNDERDRAIN

N.T.S.

5 GRAVESITE MONUMENT MARKER

N.T.S. 6 CRYPT AISLE BACKFILL

N.T.S.

5.

0' 3.0"

CRYPT CENTERED

CRYPT CENTERED

OS CRYPT

4 OVERSIZED CRYPT ALIGNMENT IN OVERSIZED PLOT

N.T.S.

VARIES PER MANUFACTURER

PLAN VIEW

3" DEPTH SAND

6" DEPTH AMENDED TOPSOIL

12" DEPTH TOPSOIL

3" DEPTH SAND

GENERAL NOTES:

1. REINFORCED CONCRETE DESIGN, FABRICATION AND ERECTION SHALL BE IN

ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318-95, "BUILDING

CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND SPECIFICATION SECTION

03 48 21, PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS.

2. DESIGN LOAD REQUIREMENTS OF THE TOP LID, CRYPT BOX, AND INTERMEDIATE

SHELF: REFER TO SPECIFICATION SECTION 03 48 21, PRECAST CONCRETE DOUBLE

DEPTH LAWN CRYPTS.

3. CONTRACTOR SHALL PROVIDE DESIGN INFORMATION AND SHOP DRAWINGS FROM

PRECAST FABRICATOR FOR APPROVAL. REFER TO SPECIFICATION SECTION 03 48 21,

PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS.

4. ALL LAWNS & IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED

AND ACCEPTED PRIOR TO MONUMENT-BASE PLACEMENT; ALL LAWNS & IRRIGATION

LINES DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT CONTRACTOR'S

EXPENSE.

5. IRRIGATION ISLES SHALL BE 3FT WIDE FOR CRYPT SECTIONS AND 4 FT WIDE FOR

IN-GROUND CREMAIN AREAS.

6" DEPTH AMENDED TOPSOIL

12" DEPTH TOPSOIL

3" DEPTH SAND

6" DEPTH AMENDED TOPSOIL

12" DEPTH TOPSOIL

3" DEPTH SAND

4" DEPTH AGGREGATE BASE

10.0'

5'X10' TRADITIONAL

BURIAL PLOT

3.0"

CRYPT CENTERED

CRYPT CENTERED

OS CRYPT

10.0'

5'X10' TRADITIONAL

BURIAL PLOT

OVERLAP

OS CRYPT 12" MIN.

GRIDLINEGRIDLINE G

R

ID

LI

N E

G R

ID

LI

N E

G R

ID

LI

N E

DRAINAGE BOARD ON

TRADITIONAL BURIAL PLOT SIDE,

DRAINAGE BOARD TO EXTEND

FROM TOP TO BOTTOM OF CRYPT,

FASTEN DRAINAGE BOARD TO

CRYPT WITH ADHESIVE,

SEE SPECIFICATIONS

FABRIC TO THE TOP OF THE

CRYPT, NON-TRADITIONAL

PLOT SIDE

FABRIC TO THE TOP

OF THE CRYPT, INSIDE

THE DRAINAGE BOARD

GRIDLINE

AutoCAD SHX Text 5/5/2023

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