Addendum 01_Plans_20250820 Marion NC.pdf

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SECTION CS-8

(1457)

PPC

SECTION 16

(973)

PPC

SECTION 15

(1044)

IGC

SECTION CS-7

(445)

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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D

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024

SITE PLAN

CS101

N

0 60' 120'

SCALE:1

SITE PLAN

1" = 60' (30" x 42" PAPER SIZE)

BURIAL LEGEND

IGC IN-GROUND CREMAINS

PPC PRE-PLACED CRYPTS

TRAD DIRECT BURIAL TRADITIONAL

COL COLUMBARIUM COURT

14SLEB

EXISTING MEMORIAL

SECTION A

EXISTING

COMMITTAL SHELTER

EXISTING

CARETAKER

HOUSE/

STORAGE

LS101

CS104

CS103

CS103

CS102

LEGEND

HEADSTONE FACE DIRECTION

CEMETERY PROPERTY LINE

PROPOSED CONCRETE C&G

BITUMINOUS PAVEMENT SEE

DETAIL 1/CS502

LIGHT DUTY CONCRETE

PAVEMENT SEE DETAIL 4/CS502

HEAVY DUTY CONCRETE

PAVEMENT SEE DETAIL 5/CS502

DETECTABLE WARNING STRIP

SEE DETAIL 6/CS502

SEAL COAT SEE CP101 FOR

EXTENTS

GRAVEL SURFACING

FLOWER WATERING STATION

SEE DETAIL 2/LK503

UP-LIGHTING FIXTURE

EXISTING VEHICLE

& EQUIPMENT

STORAGE BLDG.

EXISTING

COLUMBARIUM,

TYP

CORTEGE

LANES

HONOR GUARD

STANDING ROOM

EXISTING U.S. FLAG

EXISTING

UPPER BARN

EXISTING P.O.W.

EXISTING CEMETERY ENTRY

MONUMENT SIGN

EXISTING UPPER BARN

EXISTING

EQUIPMENT

STORAGE &

WASHBAY

EXISTING

MATERIALS

BINS

NEW COLUMBARIUM

COURT

NEW C.S.S.

(7) STAFF PARKING

(11) VISITOR

PARKING

PUBLIC

INFORMATION

CENTER/

ADMINISTRATION

BUILDING

ORNAMENTAL

SLIDING GATE

ENTRANCE

FEATURE

MAINTENANCE

BUILDING

(5) HONOR

GUARD PARKING

FLAG ASSEMBLY

AREA

EXISTING GRAVESITE

LOCATOR

VHA ROAD

PROJECT BY

OTHERS

CS102

NEW MEMORIAL

WALL

CS201

OF 2661414 OF 26614

PHASE 1

PHASE 2

PHASING DESCRIPTION

PHASE 1 WORK WITHIN THE EXPANSION AREA TO

INCLUDE THE ADMINISTRATION BUILDING, CORTEGE

LANE, VISITOR PARKING, FLAG ASSEMBLY AREA,

PRE-PLACED SECTION 15, IN-GROUND CREMAINS

SECTION CS-7, ENTRNACE FEATURE AND ASSOCIATED

ROADWAYS, PEDESTRIAN PAVEMENTS AND UTILITES.

PHASE 1 WORK WITHIN THE EXISTING CEMETERY TO

INCLUDE INSTALLATION OF IRRIGATION WITHIN EXISING

BURIAL SECTIONS 8, 9, 10, 11, 12, CS-3 AND CS-2 AND

INSTALLATION OF NEW COLUMBARIUM COURT.

PHASE 2 WORK INCLUDES ALL REMAINING WORK WITHIN

THE EXPANSION AREA AND EXISTING CEMETERY.

PHASING NOTES

1) ALL WORK IN PHASE 1 TO BE COMPLETED PRIOR TO

THE START OF PHASE 2 EXCEPT FOR:

- IRRIGATION WITHIN THE EXPANSION AREA.

- TURFGRASS AND PLANTINGS WITHIN THE EXPANSION

AREA.

- ADMINISTRATION BUILDING SANITARY SEWER

CONNECTION TO MAIN IN PHASE 2 AREA.

- PHASE 1 AREA STORM SEWER CONNECTION TO MAIN IN

PHASE 2 AREA

2) CONTRACTOR SHALL SUBMIT A PLAN FOR TEMPORARY

STORMWATER COLLECTION FOR THE STORMWATER

RUNOFF WITHIN PHASE 1 AREA PRIOR TO THE

CONNECTION TO THE STORMWATER MAIN IN PHASE 2

AREA. ALL STORMWATER COLLECTION SHALL FOLLOW

SWPPP, LOCAL, STATE AND FEDERAL REQUIREMENTS.

ADDENDUM #01

8/20/2025

CONSTRUCTION PHASING

CONSTRUCTION PHASING

ADDENDUM 01 08/20/2025

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AD

A

PPC

SECTION 17

(1008)

PPC

SECTION 16

(973)

IGC

SECTION CS-8

(1457)

IGC

SECTION CS-7

(445)

PPC

SECTION 15

(1044)

IN

DIA

NA A

VENUE

A

B

1 Y

A

BX

Y

X

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CX

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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P at h:

y

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\1 m ar io n nc ne w la nd e xp an si on c iv il\

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Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

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B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

PAVING PLAN

CP101

N 0 100' 200'

SCALE:1

PAVING PLAN

1" = 100' (30" x 42" PAPER SIZE)

22JFJL

LEGEND

CEMETERY PROPERTY LINE

PROPOSED CONCRETE C&G

BITUMINOUS PAVEMENT SEE

DETAIL 1/CS502

LIGHT DUTY CONCRETE

PAVEMENT SEE DETAIL 4/CS502

HEAVY DUTY CONCRETE SEE

DETAIL 5/CS502

SEAL COAT

BL

AC

K

RO

AD

CHAPMAN AVENUE

INDIANA AVENUE

KUDER PLACE

IR

W

IN

D

R

IV

E

H

YD

E R

O

AD

M

AR

IO

N

R D

NOTES:

SEAL COAT WORK TO COMMENCE

DURING OPEN CEMETERY HOURS

(M-F, 8:00AM TO 4:30PM).

CONTRACTOR TO NOTIFY COR AND

CEMETERY 72 HOURS PRIOR TO

STARTING WORK.

SEAL COAT WORK TO COMMENCE

DURING CLOSED CEMETERY

HOURS. CONTRACTOR TO NOTIFY

COR AND CEMETERY 2 WEEKS

PRIOR TO STARTING WORK.

PERFORM ELECTRICAL

INSTALLATION & PAVEMENT

REMOVAL & REINSTALLATION ON

KUDER PLACE & IRWIN DRIVE

PRIOR TO SEAL COAT WORK.

36 37 38 39

43424140 44

5A

KU

D

ER

PLAC

E

CEMETERY ROAD A

SECTION

PPC

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 m ar io n nc ne w la nd e xp an si on c iv il\

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1_ c_ la yo ut c oo rd in at io n.

dw eb ro dm ar kl d:

8/

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0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 15 GRAVESITE NUMBERING PLAN

SCALE: 1" = 10'

N

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED

CRYPT (3'X8')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

FLOWER WATERING STATION

SEE DETAIL 2/LK503

LEGEND

BURIAL TYPE QUANTITY

PRE-PLACED CRYPTS 1044

GRAVESITE SUMMARY

SECTION 15 NUMBERING PLAN

CJ401

0 10' 20'

EB SB 23

51.0' TYP. 54.5' TYP.

.0

' T

YP

.0 ' T

YP

.0

' T

YP

.0 ' T

YP

27.0'

KU

D

ER

PLAC

E

33.0'

60.0'

60.0'

CEMETERY ROAD A

.0

SECTION

PPC

GRAVESITE GRID POINTS

PT ID

ELEV

838.609

839.561

840.182

841.548

838.174

838.899

839.624

840.348

837.154

837.879

838.604

839.328

840.053

836.067

836.792

837.516

838.241

838.965

839.328

NORTHING

1921312.9151

1921318.9151

1921345.9151

1921345.9151

1921285.9151

1921285.9151

1921285.9151

1921285.9151

1921234.9151

1921234.9151

1921234.9151

1921234.9151

1921234.9151

1921180.4151

1921180.4151

1921180.4151

1921180.4151

1921180.4151

1921180.4151

EASTING

337402.7683

337450.7683

337498.7683

337546.7683

337402.7683

337450.7683

337498.7683

337546.7683

337402.7683

337450.7683

337498.7683

337546.7683

337594.7683

337402.7683

337450.7683

337498.7683

337546.7683

337594.7683

337618.7782

SECTION MARKERS

PT ID

ELEV

0.000

0.000

0.000

0.000

NORTHING

1921364.2775

1921323.1100

1921296.0265

1921185.6666

EASTING

337536.6747

337423.7678

337395.0198

337395.0168

839.131

839.025

838.209

836.001

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n.

dw eb ro dm ar kl d:

8/

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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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 15 GRAVESITE LAYOUT PLAN

SCALE: 1" = 10'

GRAVESITE LAYOUT NOTES - GENERAL

1. SITE LAYOUT DIMENSIONS SHOWN ARE COMPUTER (AUTOCAD) GENERATED FROM ORIGINAL

ELECTRONIC SURVEY DRAWINGS. CONTRACTOR SHALL FIELD VERIFY LAYOUT DIMENSIONS PRIOR AND DURING CONSTRUCTION. NOTIFY COR IF FIELD LAYOUT DIMENSION VARY FROM PLAN BY MORE

THAN 0.5 FEET.

2. CONTRACTOR SHALL CONTACT THE COR REGARDING ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO PROCEEDING WITH WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION. ALL FIELD ADJUSTMENTS MUST BE APPROVED BY THE COR

PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB, BACK OF WALK, OR CENTER LINE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE AT 90 DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD BETWEEN THIS SET OF DRAWINGS AND FIELD CONDITIONS, THE

CONTRACTOR SHALL CONTACT THE COR TO REVIEW PRIOR TO CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS AND MANUFACTURER'S RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES.

NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK.

7. TYPICAL SPACE FOR EACH PRE-PLACED CRYPT IS 3'-0" x 8'-0". PRECAST CRYPT IS INTENDED TO BE

CENTERED WITHIN EACH GRAVE SPACE.

8. TYPICAL SPACE FOR EACH IN-GROUND CREMAIN IS INTENDED TO BE 4'-0" x 4'-0".

SECTION 15 LAYOUT PLAN

CJ402

N

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED

CRYPT (3'X8')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT SEE DETAIL

4/CJ501

SECTION MARKER SEE DETAIL

1/LK502

GRID LINE

FLOWER WATERING STATION

SEE DETAIL 2/LK503

LEGEND

0 10' 20'

EB SB 24

KU

D

ER

PLAC

E

C O

C O

C O

C O

CBMH-414

RIM 838.69

INV 833.16

CO-0

RIM 838.33

INV 830.62 CBMH-412

RIM 837.83

NV 831.17

CBMH-410

RIM 835.80

INV 829.65

CO-1

RIM 840.96

INV 833.21

CO-2

RIM 840.32

INV 832.57

CO-3

RIM 839.68

INV 831.93

CEMETERY ROAD A

FW

CB-420

RIM 837.75

INV 835.00

SECTION

PPC

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n.

dw eb ro dm ar kl d:

8/

/2

:3 lo t:8 /1

5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 15 GRAVESITE COORDINATION PLAN

SCALE: 1" = 10'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED CRYPT

(3'X8') NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT SEE DETAIL 4/CJ501

SECTION MARKER SEE DETAIL 1/LK502

STRUCTURE RIM & INVERT ELEVATION

IRRIGATION VALVE

IRRIGATION HEAD

NEW STORM STRUCTURES

IRRIGATION PIPE MAIN

IRRIGATION PIPE LATERAL

IRRIGATION COMM LINE

IRRIGATION RE-ENTERABLE

CONNECTOR

IRRIGATION SURGE PROTECTOR

FLOWER WATERING STATION SEE

DETAIL 2/LK503

PROPOSED DRAINTILE SEE DETAIL

2&3/CJ501

PROPOSED DRAINTILE CLEANOUT SEE

DETAIL 1/CJ501

N

0 10' 20'

LEGEND

SMH-205

RIM 836.79

INV 821.72

INV 821.68

SECTION 15 COORDINATION PLAN

CJ403

EB SB 25

KEY NOTES

1 1

ROUTE IRRIGATION LINE AROUND GRID MONUMENT

AND SECTION MARKER FOUNDATIONS, IRRIGATION

LINE SHALL NOT IMPEDE ON BURIAL SECTIONS.

CONTRACTOR TO STAKE ALL GRID MONUMENT,

SECTION MARKER, AND SITE ELEMENT LOCATIONS

PRIOR TO INSTALLATION OF IRRIGATION TO AVOID

CONFLICTS.

CO

849817

971963950932909880848

970962949931908879847

969961948930907878846

968960947929906877845

967959946928905876844

966958945927904875843

965957944926903874842

964956943925902873841

955942924901872840

954941923900871839

953940922899870838

952939921898869837

951938920897868836

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881852820

851819

850818

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C

EM

ETER

Y R

O

AD

A

SECTION

PPC

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n se ct io n

.d w eb ro dm ar kl d:

8/

/2

:0 lo t:8 /1

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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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 16 GRAVESITE NUMBERING PLAN

SCALE: 1" = 10'

SECTION 16 NUMBERING PLAN

CJ404

N

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED

CRYPT (3'X8')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

FLOWER WATERING STATION

SEE DETAIL 2/LK503

LEGEND

BURIAL TYPE QUANTITY

PRE-PLACED CRYPTS 973

GRAVESITE SUMMARY

0 10' 20'GRAVESITE LAYOUT NOTES - GENERAL

1. SITE LAYOUT DIMENSIONS SHOWN ARE COMPUTER (AUTOCAD) GENERATED FROM ORIGINAL

ELECTRONIC SURVEY DRAWINGS. CONTRACTOR SHALL FIELD VERIFY LAYOUT DIMENSIONS PRIOR AND DURING CONSTRUCTION. NOTIFY COR IF FIELD LAYOUT DIMENSION VARY FROM PLAN BY MORE

THAN 0.5 FEET.

2. CONTRACTOR SHALL CONTACT THE COR REGARDING ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO PROCEEDING WITH WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION. ALL FIELD ADJUSTMENTS MUST BE APPROVED BY THE COR

PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB, BACK OF WALK, OR CENTER LINE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE AT 90 DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD BETWEEN THIS SET OF DRAWINGS AND FIELD CONDITIONS, THE

CONTRACTOR SHALL CONTACT THE COR TO REVIEW PRIOR TO CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS AND MANUFACTURER'S RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES.

NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK.

7. TYPICAL SPACE FOR EACH PRE-PLACED CRYPT IS 3'-0" x 8'-0". PRECAST CRYPT IS INTENDED TO BE

CENTERED WITHIN EACH GRAVE SPACE.

8. TYPICAL SPACE FOR EACH IN-GROUND CREMAIN IS INTENDED TO BE 4'-0" x 4'-0".

EB SB 26

48.00 48.00 48.00

214 215 216 217

220 221 222 223 224

226 227 228 229 230

218 219

231 232

C

EM

ETER

Y R

O

AD

A

.5

' T

YP

48.0' TYP.

.5

' T

YP

48.00' 48' TYP. 32'

48.0' TYP. 48.0' TYP. 48.0' TYP. 24'

SECTION

PPC

GRAVESITE GRID POINTS

PT ID

ELEV

836.067

836.792

837.516

838.241

838.965

839.328

835.038

835.763

836.488

837.213

837.937

838.662

833.982

834.732

835.457

836.182

836.907

837.632

838.615

NORTHING

1921180.4151

1921180.4151

1921180.4151

1921180.4151

1921180.4151

1921180.4151

1921125.9151

1921125.9151

1921125.9151

1921125.9151

1921125.9151

1921125.9151

1921071.4151

1921071.4151

1921071.4151

1921071.4151

1921071.4151

1921071.4151

1921071.4151

EASTING

337402.7683

337450.7683

337498.7683

337546.7683

337594.7683

337618.7782

337402.7683

337450.7683

337498.7683

337546.7683

337594.7683

337642.7683

337402.7683

337450.7683

337498.7683

337546.7683

337594.7683

337642.7683

337674.7894

SECTION MARKERS

PT ID

ELEV

0.000

0.000

NORTHING

1921175.1666

1921076.6666

EASTING

337395.0198

337401.5426

835.793

833.380

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n se ct io n

.d w eb ro dm ar kl d:

8/

/2

:0 lo t:8 /1

5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 16 GRAVESITE LAYOUT PLAN

SCALE: 1" = 10'

GRAVESITE LAYOUT NOTES - GENERAL

1. SITE LAYOUT DIMENSIONS SHOWN ARE COMPUTER (AUTOCAD) GENERATED FROM ORIGINAL

ELECTRONIC SURVEY DRAWINGS. CONTRACTOR SHALL FIELD VERIFY LAYOUT DIMENSIONS PRIOR AND DURING CONSTRUCTION. NOTIFY COR IF FIELD LAYOUT DIMENSION VARY FROM PLAN BY MORE

THAN 0.5 FEET.

2. CONTRACTOR SHALL CONTACT THE COR REGARDING ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO PROCEEDING WITH WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION. ALL FIELD ADJUSTMENTS MUST BE APPROVED BY THE COR

PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB, BACK OF WALK, OR CENTER LINE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE AT 90 DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD BETWEEN THIS SET OF DRAWINGS AND FIELD CONDITIONS, THE

CONTRACTOR SHALL CONTACT THE COR TO REVIEW PRIOR TO CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS AND MANUFACTURER'S RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES.

NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK.

7. TYPICAL SPACE FOR EACH PRE-PLACED CRYPT IS 3'-0" x 8'-0". PRECAST CRYPT IS INTENDED TO BE

CENTERED WITHIN EACH GRAVE SPACE.

8. TYPICAL SPACE FOR EACH IN-GROUND CREMAIN IS INTENDED TO BE 4'-0" x 4'-0".

SECTION 16 LAYOUT PLAN

CJ405

N

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED CRYPT

(3'X8') NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT SEE DETAIL 4/CJ501

SECTION MARKER SEE DETAIL 1/LK502

GRID LINE

FLOWER WATERING STATION SEE

DETAIL 2/LK503

LEGEND

0 10' 20'

EB SB 27

214 215 216 217

220 221 222 223 224

226 227 228 229 230

218 219

231 232

C

EM

ETER

Y R

O

AD

A

CO

CO

CO-4

RIM 839.09

NV 831.34

CO-5

RIM 838.51

NV 830.76

FW

SECTION

PPC

CBMH-403

RIM 834.20

NV 825.68

CBMH-401

RIM 833.76

NV 824.60

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n se ct io n

.d w eb ro dm ar kl d:

8/

/2

:0 lo t:8 /1

5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 16 GRAVESITE COORDINATION PLAN

SCALE: 1" = 10'

SECTION 16 COORDINATION PLAN

CJ406

N

0 10' 20'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED CRYPT

(3'X8') NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT SEE DETAIL 4/CJ501

SECTION MARKER SEE DETAIL 1/LK502

STRUCTURE RIM & INVERT ELEVATION

IRRIGATION VALVE

IRRIGATION HEAD

NEW STORM STRUCTURES

IRRIGATION PIPE MAIN

IRRIGATION PIPE LATERAL

IRRIGATION COMM LINE

IRRIGATION RE-ENTERABLE

CONNECTOR

IRRIGATION SURGE PROTECTOR

FLOWER WATERING STATION SEE

DETAIL 2/LK503

PROPOSED DRAINTILE SEE DETAILS

2&3/CJ501

PROPOSED DRAINTILE CLEANOUT SEE

DETAIL 1/CJ501

LEGEND

SMH-205

RIM 836.79

INV 821.72

INV 821.68

EB SB 28

KEY NOTES

1 1 1 1 1 1

1 1 1 1 1 1

ROUTE IRRIGATION LINE AROUND GRID

MONUMENT AND SECTION MARKER

FOUNDATIONS, IRRIGATION LINE SHALL

NOT IMPEDE ON BURIAL SECTIONS.

CONTRACTOR TO STAKE ALL GRID

MONUMENT, SECTION MARKER, AND

SITE ELEMENT LOCATIONS PRIOR TO

INSTALLATION OF IRRIGATION TO AVOID

CONFLICTS.

CO

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928901869837805773741709677645613581549517485453421389357325293261229197166138112886748321910

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971950923891859827795763731699667635603571539507475443411379347315283251219188160 987 1004998

INDIANA AVENUE

CEMETERY ROAD A

SECTION

PPC

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n se ct io n

.d w eb ro dm ar kl d:

8/

/2

:0 lo t:8 /1

5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 17 GRAVESITE NUMBERING PLAN

SCALE: 1" = 10'

SECTION 17 NUMBERING PLAN

CJ407

N

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED

CRYPT (3'X8')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

FLOWER WATERING STATION

SEE DETAIL 3/LK503

LEGEND

BURIAL TYPE QUANTITY

PRE-PLACED CRYPTS 1008

GRAVESITE SUMMARY

0 10' 20'

GRAVESITE LAYOUT NOTES - GENERAL

1. SITE LAYOUT DIMENSIONS SHOWN ARE COMPUTER (AUTOCAD) GENERATED FROM ORIGINAL

ELECTRONIC SURVEY DRAWINGS. CONTRACTOR SHALL FIELD VERIFY LAYOUT DIMENSIONS PRIOR AND DURING CONSTRUCTION. NOTIFY COR IF FIELD LAYOUT DIMENSION VARY FROM PLAN BY MORE

THAN 0.5 FEET.

2. CONTRACTOR SHALL CONTACT THE COR REGARDING ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO PROCEEDING WITH WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION. ALL FIELD ADJUSTMENTS MUST BE APPROVED BY THE COR

PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB, BACK OF WALK, OR CENTER LINE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE AT 90 DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD BETWEEN THIS SET OF DRAWINGS AND FIELD CONDITIONS, THE

CONTRACTOR SHALL CONTACT THE COR TO REVIEW PRIOR TO CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS AND MANUFACTURER'S RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES.

NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK.

7. TYPICAL SPACE FOR EACH PRE-PLACED CRYPT IS 3'-0" x 8'-0". PRECAST CRYPT IS INTENDED TO BE

CENTERED WITHIN EACH GRAVE SPACE.

8. TYPICAL SPACE FOR EACH IN-GROUND CREMAIN IS INTENDED TO BE 4'-0" x 4'-0".

EB SB 29

226 227 228 229 230

233 234 235 236 237

239 240 241 242

231 232

243 244

48.0' TYP. 48.0' TYP. 48.0' TYP. 48.0' TYP. 32.0'

.5

.1

INDIANA AVENUE

CEMETERY ROAD A

48.0' TYP. 48.0' TYP. 32.0'

SECTION

PPC

48.0' 48.0'

48.0' TYP.

GRAVESITE GRID POINTS

PT ID

ELEV

833.982

834.732

835.457

836.182

836.907

837.632

838.615

833.397

834.122

834.845

835.570

836.295

837.020

832.846

833.569

834.294

835.019

835.742

837.769

NORTHING

1921071.4151

1921071.4151

1921071.4151

1921071.4151

1921071.4151

1921071.4151

1921071.4151

1921016.9151

1921016.9151

1921016.9151

1921016.9151

1921016.9151

1921016.9151

1920965.8615

1920965.8615

1920965.8615

1920965.8615

1920965.8080

1920965.8615

EASTING

337402.7683

337450.7683

337498.7683

337546.7683

337594.7683

337642.7683

337674.7894

337450.7683

337498.7683

337546.7683

337594.7683

337642.7683

337690.7683

337498.7683

337546.7683

337594.7683

337642.7683

337690.7683

337722.7951

SECTION MARKERS

PT ID

ELEV

0.000

0.000

0.000

NORTHING

1921066.1676

1920967.6675

1920952.1214

EASTING

337404.7554

337480.8218

337722.5183

832.728

831.319

836.579

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n se ct io n

.d w eb ro dm ar kl d:

8/

/2

:0 lo t:8 /1

5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 17 GRAVESITE LAYOUT PLAN

SCALE: 1" = 10'

GRAVESITE LAYOUT NOTES - GENERAL

1. SITE LAYOUT DIMENSIONS SHOWN ARE COMPUTER (AUTOCAD) GENERATED FROM ORIGINAL

ELECTRONIC SURVEY DRAWINGS. CONTRACTOR SHALL FIELD VERIFY LAYOUT DIMENSIONS PRIOR AND DURING CONSTRUCTION. NOTIFY COR IF FIELD LAYOUT DIMENSION VARY FROM PLAN BY MORE

THAN 0.5 FEET.

2. CONTRACTOR SHALL CONTACT THE COR REGARDING ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO PROCEEDING WITH WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION. ALL FIELD ADJUSTMENTS MUST BE APPROVED BY THE COR

PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB, BACK OF WALK, OR CENTER LINE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE AT 90 DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD BETWEEN THIS SET OF DRAWINGS AND FIELD CONDITIONS, THE

CONTRACTOR SHALL CONTACT THE COR TO REVIEW PRIOR TO CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS AND MANUFACTURER'S RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES.

NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK.

7. TYPICAL SPACE FOR EACH PRE-PLACED CRYPT IS 3'-0" x 8'-0". PRECAST CRYPT IS INTENDED TO BE

CENTERED WITHIN EACH GRAVE SPACE.

8. TYPICAL SPACE FOR EACH IN-GROUND CREMAIN IS INTENDED TO BE 4'-0" x 4'-0".

SECTION 17 LAYOUT PLAN

CJ408

N

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED CRYPT

(3'X8') NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT SEE DETAIL 4/CJ501

SECTION MARKER SEE DETAIL 1/LK502

GRID LINE

FLOWER WATERING STATION SEE DETAIL

2/LK503

LEGEND

0 10' 20'

EB SB 30

226 227 228 229 230

233 234 235 236 237

239 240 241 242

231 232

243 244

INDIANA AVENUE

CO

CO

CO

CBMH-109

RIM 835.78

INV 831.33

INV 831.13

CBMH-108

RIM 833.15

INV 827.00 (12" IN)

INV 826.80 (12" OUT)

INV 829.71 (12" IN)

CO-8

RIM 836.29

INV 828.54

CEMETERY ROAD A

CB-110

RIM 835.85

INV 831.85

FW

SECTION

PPC

CBMH-107

RIM 832.02

INV 825.97

INV 825.77

CB-301

RIM 831.80

INV 828.30

CO-6

RIM 837.78

INV 830.03

CO-7

RIM 836.90

INV 829.15

CBMH-302

RIM 832.43

INV 824.55

INV 828.16

INV 824.81

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ la yo ut c oo rd in at io n se ct io n

.d w eb ro dm ar kl d:

8/

/2

:0 lo t:8 /1

5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

KEY MAP

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

1 PPC SECTION 17 GRAVESITE COORDINATION PLAN

SCALE: 1" = 10'

N

0 10' 20'

SECTION 17 COORDINATION PLAN

CJ409

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

NEW PERIMETER PRE-PLACED CRYPT

(3'X8') OVERSIZED CRYPT (4'x10') NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT SEE DETAIL 4/CJ501

SECTION MARKER SEE DETAIL 1/LK502

STRUCTURE RIM & INVERT ELEVATION

IRRIGATION VALVE

IRRIGATION HEAD

NEW STORM STRUCTURES

UNDERGROUND ELECTRIC

IRRIGATION PIPE MAIN

IRRIGATION PIPE LATERAL

IRRIGATION COMM LINE

IRRIGATION RE-ENTERABLE

CONNECTOR

IRRIGATION SURGE PROTECTOR

FLOWER WATERING STATION SEE

DETAIL 2/LK503

PROPOSED DRAINTILE SEE DETAILS

2&3/CJ501

PROPOSED DRAINTILE CLEANOUT SEE

DETAIL 1/CJ501

LEGEND

SMH-205

RIM 836.79

INV 821.72

INV 821.68

EB SB 31

KEY NOTES

1 ROUTE IRRIGATION LINE AROUND GRID

MONUMENT AND SECTION MARKER

FOUNDATIONS, IRRIGATION LINE SHALL

NOT IMPEDE ON BURIAL SECTIONS.

CONTRACTOR TO STAKE ALL GRID

MONUMENT, SECTION MARKER, AND

SITE ELEMENT LOCATIONS PRIOR TO

INSTALLATION OF IRRIGATION TO AVOID

CONFLICTS.

1 1 1 1 1 1

11111

CO

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ s ite d et ai ls

.d w eb ro dm ar kl d:

8/

/2

:4 lo t:8

/1 5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

CRYPT DETAILS

CJ501

EJYB BJN

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.

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

SEE SHEET L-5.4 FOR

CRYPT INSTALLATION

AND COVER DETAILS

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

UNDER DRAINAGE PLANS, SEE SHEET CU1011'-6"

SO

TOPSOIL

FILL. SEE DETAILS AND

SPECIFICATION

PRE-CAST CONCRETE

PRE-PLACED CRYPT

COMPACTED DRAIN ROCK - SEE SPECIFICATIONS

CORRUGATED HDPE

PERFORATED UNDERDRAIN

GASKETED PVC ELBOW MANUFACTURED

SPECIFICALLY FOR CONVERTING FROM

CORRUGATED HPE 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

2.0' TYPICAL

SEE UTILITY PLAN (SHEET CU-101)

FOR HORIZONTAL AND

VERTICAL LAYOUT

TOPSOIL

GRIDLINE AS SHOWN ON PLAN SHEETS

CJ402,CJ405,CJ408,CJ411, AND CJ414

COMPACTED FILL. SEE DETAILS

AND SPECIFICATIONS

STIFFENING RIBS

PRE-CAST CONCRETE LAWN CRYPT

NON-WOVEN CONSTRUCTION GEOSYNTHETIC.

OVERLAP 6" SEAMS UNDER DRAIN ROCK.

FABRIC LOCATED ON TOP OF SUBGRADE.

6" MINIMUM COMPACTED DRAIN ROCK

6" PERFORATED CORRUGATED PIPE UNDERDRAIN.

INSTALL 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, 36" 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

3'-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.)

FILL (CRYPT BACKFILL)

OVER CRYPTS

COMMON FILL IN

IRRIGATION AISLES

COMPACTED DRAIN ROCK

G R

ID

LI

N E

G R

ID

LI

N E

3'-0" O.C.

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

PERFORATED CORRUGATED HDPE UNDERDRAIN PIPE

(HOLES DOWN) SURROUND WITH 6" MIN. DRAIN ROCK;

REFER TO UNDERDRAINAGE PLANS AND STORM

PLANS FOR HORIZONTAL AND VERTICAL LAYOUT AND

CONNECTION TO STORM DRAIN SYSTEM.

0.8SEE DETAILS 10 & 11/CS-502 FOR

CRYPT INSTALLATION AND COVER

DETAILS

0.86SEE DETAILS 10 & 11/CJ502 FOR

CRYPT INSTALLATION AND COVER

DETAILS

IRRIGATION LATERAL PIPE

(SEE IRRIGATION PLANS)

12"

EQ EQ

SCALE:1

DRAINAGE CLEANOUT (CRYPT)

N.T.S (30" x 42" PAPER SIZE) SCALE:2

PERIMETER CRYPT & UNDERDRAIN

N.T.S (30" x 42" PAPER SIZE) SCALE:3

CRYPT FIELD LATERAL UNDERDRAIN

N.T.S (30" x 42" PAPER SIZE)

SCALE:4

GRAVESITE MONUMENT MARKER (CAST-IN-PLACE)

N.T.S (30" x 42" PAPER SIZE) SCALE:5

CRYPT AISLE BACKFILL

N.T.S (30" x 42" PAPER SIZE)

NON-WOVEN CONSTRUCTION

GEOSYNTHETIC. OVERLAP 6" SEAMS

UNDER DRAIN ROCK. FABRIC LOCATED

ON TOP OF SUBGRADE.

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 m ar io n nc ne w la nd e xp an si on c iv il\

_0 ca d fil es s he et s\

1_ c_ s ite d et ai ls

.d w eb ro dm ar kl d:

8/

/2

:4 lo t:8

/1 5/

0:

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

TOTAL COST MANAGEMENT, LLC

13602 DULUTH DRIVE

APPLE VALLEY, MN 55124

515.244.1166

BRYAN BERTRAND OF 266

BID DOCUMENTS

BID DOCUMENTSI HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE

PRINT NAME

EDWIN J. Y. BRODMARKLE, PE

5540910/30/2024 Addendum 01 08/20/20251

CRYPT DETAILS

CJ502

EJYB BJN

* 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

36 PAINT GRAVE 1042 ON LID

AT HEAD OF GRAVE; 10-12"

HIGH NUMBERS (MIN.)

COR TO APPROVE PAINT

INSTALLATION METHOD

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"

ABS INSIDE SHELF

OR EQUIVALENT

1 12" SCH 40 PVC PIPE

OR EQUIVALENT

LIFTING

HANDLE4"

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…