S02_Attachment-2_817CM3022 Marion Gravesite Expnasion-Bid Drawings_Part1.pdf

PDF 17 MB Posted Jul 23, 2021

Attached to: Y1PZ--817CM3022 Marion GSE - Construction IFB (VA-21-00065461)
Solicitation number: 36C78621B0010
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a construction project at the Marion National Cemetery in Marion, Indiana. The scope of work includes the installation of crypts including underdrain and grading, rerouting of sewer utilities, installation of roadway and curb, cast concrete monuments, columbaria units, and other items. Alternates include replacing an irrigation pump and associated components, and replacing irrigation laterals and installing automated valves and sprinklers. The total performance period is 270 calendar days from notice to proceed.

This procurement is set aside 100% for service-disabled veteran-owned small businesses. Offerors must be verified as SDVOSBs and registered in the Vendor Information Pages and System for Award Management databases. The contracting officer point of contact is Trevor DiSimone of the Department of Veterans Affairs National Cemetery Administration. The solicitation number is 36C78621B0010 and will be posted on beta.SAM.gov on or about July 22, 2021.

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Other files

File	Type	Posted
S06_Attachment 1_Terracon Geotecnical Report - CJ205083 - Gravesite Expansion.pdf	PDF	Aug 25, 2021
36C78621B0010 0002.docx	DOCX document	Aug 25, 2021
36C78621B0010 0001.docx	DOCX document	Aug 20, 2021
S02_Attachment-3_817CM3022 Marion Gravesite Expansion-Bid Drawings_Part2.pdf	PDF	Jul 23, 2021
36C78621B0010.docx	DOCX document	Jul 23, 2021
P07_WD_IN20210006.pdf	PDF	Jul 23, 2021
S02_Attachment-4_817CM3022 Marion Gravesite Expansion- Bid Specs 05102021.pdf	PDF	Jul 23, 2021
S02_Attachment-5_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Jul 23, 2021
S02_Attachment-1_SOW.pdf	PDF	Jul 23, 2021

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ g_ co ve r s he et .d w g ed it:

eb ro dm ar kl e sa ve d:

P M p lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

COVER SHEET

GI-001

DEPARTMENT OF VETERANS AFFAIRS

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

VA PROJECT NO. 817CM3022

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, CIVIL ENGINEERING,

LANDSCAPE ARCHITECTURE, ARCHITECTURE

IMEG, INC

STRUCTURAL ENGINEERING &

ELECTRICAL ENGINEERING

EC DESIGN GROUP, LTD

IRRIGATION ENGINEERING

CPMI

COST ESTIMATOR

TERRACON

GEOTECHNICAL ENGINEER

SITE DATA

MARION NATIONAL CEMETERY

STREET ADDRESS:

1700 E 38TH ST.

MARION, IN 46953

COUNTY:

GRANT COUNTY

GRAVESITE SUMMARY:

3'x8' PREPLACED CRYPTS: 2,020

IN-GROUND CREMAINS: 1,202

COLUMBARIUM NICHES: 576

TOTAL: 3798

MARION, INDIANA

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: EDWIN J. BRODMARKLE, PE

PROJECT MANAGER

PHONE: (763) 412-4000

2882 106TH STREET

DES MOINES, IA 50322

STRUCTURAL

CONTACT: TODD BARRETT

PHONE: (515) 334-4308

ELECTRICAL

CONTACT: MARIO ARREDONDO

PHONE: (214) 485-6433

400 5TH ST.

WEST DES MOINES, IA 50265

CONTACT: LISA RUDISH

PHONE:(515) 225-6365

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

CONTACT: BRYAN BERTRAND

PHONE: (515) 244-1166

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

CONTACT: GURKAN OZGURGEL

PHONE: (317) 273-1690

1 SITE LOCATION MAP

1"=1000' 2 SITE VICINITY MAP

1"=250'

N N

SHEET TITLE NO. TOTAL NO.

GENERAL

GI-001 COVER SHEET 1 OF 46

EXISTING CONDITIONS SURVEY

VF-100 EXISTING CONDITIONS SURVEY 2 OF 46

BORING LOCATIONS

BL-100 BORING LOCATIONS 3 OF 46

BL-101 BORING LOGS 4 OF 46

OPERATIONS PLAN

O-100 OPERATIONS 5 OF 46

DEMOLITION PLAN

D-101 DEMOLITION PLAN 6 OF 46

SITE PLAN

CS-101 SITE PLAN 7 OF 46

CS-102 SECTION 14 NUMBERING PLAN 8 OF 46

CS-103 SECTION 14 LAYOUT PLAN 9 OF 46

CS-104 SECTION 14 LAYOUT COORDINATION 10 OF 46

CS-105 SECTION CS-5 NUMBERING PLAN 11 OF 46

CS-106 SECTION CS-5 LAYOUT PLAN 12 OF 46

CS-107 SECTION CS-5 LAYOUT COORDINATION 13 OF 46

CG-101 GRADING PLAN 14 OF 46

CG-102 EROSION CONTROL PLAN 15 OF 46

CG-103 STORMWATER POLLUTION PREVENTION PLAN 16 OF 46

CG-501 EROSION CONTROL DETAILS 17 OF 46

CU-101 UTILITY PLAN 18 OF 46

CU-102 UTILITY PROFILE PLAN 1 19 OF 46

CU-103 UTILITY PROFILE PLAN 2 20 OF 46

CS-501 CIVIL SITE DETAILS 1 21 OF 46

CS-502 CRYPT DETAILS 1 22 OF 46

CS-503 CRYPT DETAILS 2 23 OF 46

COLUMBARIUM PLANS

LC-101 COLUMBARIUM LAYOUT PLAN 24 OF 46

LC-102 COLUMBARIUM PAVEMENT & NUMBERING PLAN 25 OF 46

LC-103 COLUMBARIUM GRADING & DRAINAGE PLAN 26 OF 46

LC-501 COLUMBARIUM DETAILS 1 27 OF 46

LC-502 COLUMBARIUM DETAILS 2 28 OF 46

LC-503 COLUMBARIUM DETAILS 3 29 OF 46

PLANTING PLAN

LP-101 PLANTING PLAN 30 OF 46

LP-501 PLANTING DETAILS 31 OF 46

STRUCTURAL PLAN

SS-000 GENERAL NOTES 32 OF 46

SS-100 COLUMBARIUM FOUNDATION PLAN 33 OF 46

IRRIGATION PLAN

IR-101 SITE IRRIGATION PLAN 34 OF 46

IR-102 IRRIGATION COVERAGE PLAN 35 OF 46

IR-501 IRRIGATION DETAILS 36 OF 46

ALTERNATE 1

D-201 DEMOLITION PLAN - ADD ALTERNATE 1 37 OF 46

CS-201 SITE & GRADING PLAN - ADD ALTERNATE 1 38 OF 46

CU-201 UTILITY PLAN - ADD ALTERNATE 1 39 OF 46

IR-201 SITE IRRIGATION PLAN - ADD ALTERNATE 1 40 OF 46

IR-502 PUMP DETAILS - ADD ALTERNATE 1 41 OF 46

E-000 ELECTRICAL COVER SHEET - ADD ALTERNATE 1 42 OF 46

E-001 IRRIGATION SITE PLAN - ELECTRICAL - ADD ALTERNATE 1 43 OF 46

E-300 ELECTRICAL DETAILS - ADD ALTERNATE 1 44 OF 46

ALTERNATE 2

IR-202 SITE IRRIGATION PLAN - ADD ALTERNATE 2 45 OF 46

IR-203 IRRIGATION COVERAGE PLAN - ADD ALTERNATE 2 46 OF 46

SITE INDEX

PRIME CONSULTANT

CEMETERY

EXTENTS

PROJECT

LOCATION

ADD ALTERNATES 1&2

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text U

10" PVC

24" VCP

24" VIT

15" VC

12" VC

VCP

15" RCP

6" VIT

12" HDPE

12" VCP

6" STEEL 6" STEEL

" V

" H

12" HDPE

" H

15" RCP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ v_ ex is tin g co nd iti on s.

dw jd ob ia s d:

5/ 3/

A lo t:5

/4 /2

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

EXISTING CONDITIONS SURVEY

VF-100

KEY MAP N.T.S.

NOTES:

1. THE HORIZONTAL CONTROL WAS BASED UPON THE INDIANA CORS SYSTEM.

2. THE VERTICAL CONTROL WAS BASED UPON NAVD 88.

3. GPRS, LLC WAS THE UNDERGROUND LOCATOR SERVICE UTILIZED ON THE PROJECT.

4. THE VA UTILITY DRAWINGS WERE ALSO UTILIZED AS A BASIS FOR THE SURVEY.

No.

LS-80880001

STATE OF

ID US

NI D

ADNAR

GER

D IM

ROA YEVR

ELDERE L

0 30' 60'

INDIANA AVE

IAN

A AVE

E R

CHAPMAN AVE

IAN

A AVE

E N

E W

A R

O R

C H

AVE

AutoCAD SHX Text

MON 3

AutoCAD SHX Text

MON 2

AutoCAD SHX Text

MON 1

AutoCAD SHX Text

MON 4

AutoCAD SHX Text

MON 5

AutoCAD SHX Text

MON 6

AutoCAD SHX Text

MON 9

AutoCAD SHX Text

MON 8

AutoCAD SHX Text

MON 7

AutoCAD SHX Text

MON 10

AutoCAD SHX Text

MON 11

AutoCAD SHX Text

MON 12

AutoCAD SHX Text

MON 5

AutoCAD SHX Text

MON 14

AutoCAD SHX Text

MON 13

AutoCAD SHX Text

MON 17

AutoCAD SHX Text

MON 16

AutoCAD SHX Text

MON 21

AutoCAD SHX Text

MON 18

AutoCAD SHX Text

MON 19

AutoCAD SHX Text

MON 20

AutoCAD SHX Text

MON 22

AutoCAD SHX Text

MON 23

AutoCAD SHX Text

SECTION 13

AutoCAD SHX Text

SECTION CS-4 CREMAINS

AutoCAD SHX Text

2"PVC

AutoCAD SHX Text

DRINKING FOUNTAIN

AutoCAD SHX Text water line per locate

AutoCAD SHX Text

MONITOR WELL RIM = 838.62

AutoCAD SHX Text

MONITOR WELL RIM = 838.23

AutoCAD SHX Text

MONITOR WELL RIM = 835.26

AutoCAD SHX Text

MONITOR WELL RIM = 838.89

AutoCAD SHX Text

S22°29'03"E PROPERTY LINE

AutoCAD SHX Text SAN. SEWER MANHOLE RIM = 838.76 NE INV 12"VCP 821.00 S INV 12" VCP 821.11 E INV 4" 835.95

AutoCAD SHX Text SAN. SEWER MANHOLE RIM = 833.97 NW INV 12"PVC 822.77 N INV 12" 822.58 SW INV 12"VCP 824.29 SE INV 12" VCP 822.64

AutoCAD SHX Text STORM SEWER MANHOLE RIM = 833.78 INV NW 24" VIT 823.18 INV SE 24" VIT 823.18 INV NE 6" VIT 827.88 INV NW 6" VIT 827.78 INV N 2" pvc to WATER FOUNTAIN 829.28 INV NW 1 " WATER PIPE IRON 830.2812 " WATER PIPE IRON 830.28

AutoCAD SHX Text STORM SEWER MANHOLE RIM = 833.74 N INV SIZE UNKNOWN 828.79 NW INV 24" VCP 823.62 SE INV 24 ' VCP 823.62

AutoCAD SHX Text

SAN. SEWER MANHOLE RIM = 832.08 NW INV 12" VCP 823.98 S INV 12"VCP 824.34

AutoCAD SHX Text

SAN. SEWER MANHOLE RIM = 833.57 NW IN 24 'VCP 824.01 SE INV 24" 823.97

AutoCAD SHX Text SAN. SEWER MANHOLE RIM = 832.47 SW INV 6 'PVC 829.40 NW INV 10 'PVC 824.28 SE INV 10 ' PVC 824.28

AutoCAD SHX Text CURB INLET RIM = 834.50 NW INV 15" RCP 824.59 NE INV 6" VCP 829.96 SE INV 15" RCP 824.65

AutoCAD SHX Text CURB INLET RIM = 834.70 NW INV 15" VCP 824.25 SE INV 15" VCP 824.45 SW INV 6 VCP 829.90

AutoCAD SHX Text

CURB INLET RIM = 834.13 W INV 12"HDPE 826.21 S INV 12"HDPE 826.21

AutoCAD SHX Text

CURB INLET RIM = 834.20 EAST INV 12" HDPE 826.70

AutoCAD SHX Text

CURB INLET RIM = 832.61 N INV 12"HPDE 825.77 S INV 12"HPDE 825.77

AutoCAD SHX Text STORM SEWER MANHOLE RIM = 831.07 INV NE 12" HDPE 824.57 INV NW 18" 824.27 INV SE 18" HDPE 824.28

AutoCAD SHX Text

CURB INLET RIM = 838.86

AutoCAD SHX Text

CURB INLET RIM = 837.36 NW INV 6" STEEL 834.14 EAST INV 6" STEEL 834.52

AutoCAD SHX Text

CURB INLET RIM = 838.12 W INV 6" STEEL 835.59

AutoCAD SHX Text STORM SEWER MANHOLE( APPEARS ABANDONED) DRY RIM = 832.75 NW INV 15" RCP 824.81 SE INV 15" RCP 824.75 12" PIPE SW-NE THROUGH MANHOLE WITH 8" STEEL LINE FROM WEST TYING INTO INTO 12" PIPE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

IRRIGATION CONTROL BOX

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

WELL

AutoCAD SHX Text W

AutoCAD SHX Text

CONCRETE SURFACE

AutoCAD SHX Text

BITUMINOUS SURFACE

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

GAS MAIN

AutoCAD SHX Text

GAS

AutoCAD SHX Text I

AutoCAD SHX Text

GRAVEL SURFACE

AutoCAD SHX Text

COLUMBARIUM 1

AutoCAD SHX Text

COLUMBARIUM 2

AutoCAD SHX Text

COLUMBARIUM 4

AutoCAD SHX Text

COLUMBARIUM 3

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text H Y D E R O A D

AutoCAD SHX Text M I S S I S E N E W A R O A D

AutoCAD SHX Text STORM SEWER INLET RIM = 830.64 INV N 12" HDPE 826.34 INV NW 12" HDPE 825.34 INV SW 12" HDPE 825.09

AutoCAD SHX Text

CP 115

AutoCAD SHX Text

CP 50000

AutoCAD SHX Text

SURVEY CONTROL POINTS

AutoCAD SHX Text

POINT NO.

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 1,920,934.41

AutoCAD SHX Text 337,768.82

AutoCAD SHX Text 837.66

AutoCAD SHX Text

CP MNS

AutoCAD SHX Text 35000

AutoCAD SHX Text 50000

AutoCAD SHX Text 50006

AutoCAD SHX Text 50007

AutoCAD SHX Text 1,920,510.80

AutoCAD SHX Text 337,391.67

AutoCAD SHX Text 848.00

AutoCAD SHX Text 1,920,963.74

AutoCAD SHX Text 338,247.02

AutoCAD SHX Text 840.20

AutoCAD SHX Text 1,921,251.99

AutoCAD SHX Text 338,269.22

AutoCAD SHX Text 833.72

AutoCAD SHX Text 1,921,208.24

AutoCAD SHX Text 338,070.79

AutoCAD SHX Text 837.29

AutoCAD SHX Text

CP SRS

AutoCAD SHX Text

CP MNS

AutoCAD SHX Text

CP MHS

B-1 B-2

B-3

B-4

B-5

B-6

B-7

B-8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ b_ bo rin g lo gs .d w jd ob ia d:

:5 lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

BORING LOCATION

0 30' 60'

LEGEND

BORING LOCATIONS

BL-100

B-#

AutoCAD SHX Text

2"PVC

AutoCAD SHX Text

DRINKING FOUNTAIN

AutoCAD SHX Text water line per locate

AutoCAD SHX Text

S22°29'03"E PROPERTY LINE

AutoCAD SHX Text H Y D E R O A D

M I S S I S E N E W A R O A D

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ b_ bo rin g lo gs .d w jd ob ia d:

:5 lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

BORING LOGS

BL-101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ o_ op er at io ns .d w jd ob ia d:

lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

OPERATIONS

O-100

1 OPERATIONS

SCALE: 1" = 30'

0 100' 200'

NOTES:

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL

DURING CLOSURES. DISCUSS ALL ROAD CLOSURES

WITH CEMETERY STAFF AT LEAST 72 HOURS IN

ADVANCE OF CLOSURE.

2. CONTRACTOR REQUIRED TO PROVIDE SAFETY

SIGNAGE, BARRICADES, AND/OR CONSTRUCTION

FENCING TO PROTECT AREAS OF CONSTRUCTION

FROM GENERAL PUBLIC ACCESS.

3. ALL CONSTRUCTION SHALL COMPLY WITH

RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEER AND GEOTECHNICAL REPORT UNLESS

DIRECTED OTHERWISE.

4. ALL CONSTRUCTION SHALL COMPLY WITH MOST

CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED

OTHERWISE. WHERE WORK IS NOT COVERED BY

NCA SPECIFICATIONS, CONTRACTOR TO COMPLY

WITH 2015 EDITION OF ODOT STANDARD

CONSTRUCTION SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER

AND IN ACCORDANCE WITH FEDERAL, STATE, AND

LOCAL REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR

TO CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN

DRAINAGE AND UTILITIES FOR MINIMAL

DISRUPTION.

8. THE LOCATION AND TYPE OF EXISTING UTILITIES

SHOWN ON THE PLANS ARE FOR GENERAL

INFORMATION ONLY. THE INFORMATION IS NOT

WARRANTED TO BE ACCURATE OR COMPLETE. THE

CONTRACTOR, IN COOPERATION WITH THE

APPROPRIATE UTILITY COMPANY OR MUNICIPALITY,

IS RESPONSIBLE FOR VERIFYING THE LOCATION

AND DEPTH OF ALL UNDERGROUND UTILITIES.

9. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

10. SUBSTITUTIONS FROM INFORMATION SHOWN

HEREON SHALL BE REVIEWED AND APPROVED BY

THE COR.

11. EXISTING STORM SEWER SYSTEM TO REMAIN

ACTIVE THROUGHOUT CONSTRUCTION.

CONTRACTOR TO PHASE CONSTRUCTION

ACTIVITIES AND PROVIDE DEWATERING AS

NECESSARY.

12. ALL CONSTRUCTION AREAS, INCLUDING

CONTRACTOR STAGING AREAS, TO BE FENCED OFF

WITH TEMPORARY CHAIN LINK FENCE WITH

PRIVACY SCREENING. TEMPORARY FENCING OR

GATES ON PAVED AREAS SHALL BE ON STANDS.

13. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL

CONDITION.

CEMETERY OFFICE

PROJECT AREA

STAGING AREA

E 38TH ST

E R D

CHAPMAN AVE

IAN

A AVE

STEELE CIRCLE

BLACK ROAD

NOTES:

CONSTRUCTION FENCE

ADD ALTERNATE 1 AREA

ADD ALTERNATE 2 AREA

GRADING LIMITS

ADD ALTERNATE 2

PROJECT AREA

ADD ALTERNATE 1

PROJECT AREA

CONSTRUCTION

ACCESS ROUTE

SEE IRRIGATION

ADD ALTERNATE 1

EXTENTSGRADING LIMITS

ACCESS GATE

SAWCUT ASPHALT

2 2

2 9

2 5

10" PVC

24" VCP

24" VIT

15" VC

12" VC

VCP

15" RCP

6" VIT

12" HDPE

12" VCP

6" STEEL 6" STEEL

" V

" H

12" HDPE

" H

15" RCP

3 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ d_ de m ol iti on p la n.

dw eb ro dm ar kl d:

:4 lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

CONSTRUCTION LIMITS

EXISTING SANITARY PIPE

EXISTING STORM SEWER PIPE

EXISTING WATERMAIN PIPE

REMOVE SANITARY PIPE

REMOVE STORM SEWER PIPE

REMOVE WATERMAIN PIPE

REMOVE CONCRETE CURB &

GUTTER

REMOVE CONCRETE PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE EXISTING UTILITY

SAWCUT

0 30' 60'

1 CONCEPT SITE PLAN #1

SCALE: 1" = 30'

LEGEND

DEMOLITION PLAN

D-101

REMOVE TREE

REMOVE STORM SEWER PIPE

REMOVE STORM SEWER

STRUCTURE

REMOVE SANITARY SEWER PIPE

REMOVE SANITARY SEWER

STUCTURE

REMOVE ABANDONED WATERMAIN &

CAP ENDS

REMOVE ASPHALT PAVEMENT (FULL

DEPTH 5/CS-501)

REMOVE CONCRETE CURB &

GUTTER

REMOVE CONCRETE PAVEMENT

PROTECT TREES

REMOVE CONCRETE WALL

REMOVE EXISTING IRRIGATION

KEYNOTES

GENERAL NOTES:

1. UTILITY REMOVALS ARE BASED ON SURVEY INFORMATION,

ASBUILT PLANS, AND GROUND PENETRATING RADAR SURVEY.

UTILITY INFORMATION MAY BE INACCURATE AND INCOMPLETE.

SHOULD CONTRACTOR ENCOUNTER UTILITIES NOT SHOWN,

CONTRACTOR SHALL IMMEDIATELY CONTACT COR AND ENGINEER.

2. SEE SHEETS CS-101 AND CU-101 FOR UTILITY DEMOLITION AND

ROAD RECONSTRUCTION EXTENTS.

3. ALL TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED

FROM DAMAGE.

4. ALL UTILITIES NOT MARKED FOR REMOVAL SHALL BE PROTECTED

FROM DAMAGE.

UTILITY RE-ROUTE NOTES:

1. CONTRACTOR SHALL INSTALL ALL NEW SEWER LINES (STORM &

SANITARY) PRIOR TO MAKING FINAL CONNECTIONS.

2. IF REQUIRED TO MAINTAIN SERVICE, CONTRACTOR SHALL UTILIZE

TEMPORARY PIPING TO INSURE UNINTERRUPTED SERVICE OF

BOTH SEWER SYSTEMS.

AutoCAD SHX Text

2"PVC

AutoCAD SHX Text

DRINKING FOUNTAIN

AutoCAD SHX Text water line per locate

AutoCAD SHX Text

S22°29'03"E PROPERTY LINE

AutoCAD SHX Text H Y D E R O A D

AutoCAD SHX Text M I S S I S E N E W A R O A D

AutoCAD SHX Text Utilities Underground Location Center

AutoCAD SHX Text

CALL 48 HOURS BEFORE DIGGING

AutoCAD SHX Text

DIAL 811

AutoCAD SHX Text Know what's

AutoCAD SHX Text below

AutoCAD SHX Text

AutoCAD SHX Text Call before you dig.

SEE LC SERIES

R40.0'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ si te p la n.

dw eb ro dm ar kl d:

5/ 4/

:4 lo t:5

/4 /2

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

SITE PLAN

CS-101

1 SITE PLAN

SCALE: 1" = 30'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

PERIMETER CRYPT

OVERSIZED CRYPT (4'x10')

NEW IN-GROUND CREMAIN (4'x4')

FUTURE PRE-PLACED CRYPT

NEW ASPHALT PAVEMENT (FULL

DEPTH SEE DETAIL 5/CS-501)

NEW CURB & GUTTER

HEADSTONE DIRECTION

GRID MONUMENT

SECTION MARKER

GRID LINE

0 30' 60'

LEGEND

10.0

BURIAL TYPE COUNT

PRE-PLACED CRYPTS 2020

IN-GROUND CREMAINS 1202

COLUMBARIA 576

TOTAL 3798

' T

Y P

' T

Y P

IGC

SECTION

CS-5

PPC

SECTION

FUTURE PPC

SECTION 15 GRAVESITE SUMMARY

' T

Y P

24.0' F-F

' T

Y P

56' TYP.

' T

Y P

60' TYP.

EXISTING

SECTION

CS-4

EXISTING

SECTION

AutoCAD SHX Text H Y D E R O A D

888786858483828180797877767574

7372717069686766656463626160595857

5655545352515049484746454443424140

3938373635343332313029282726252423

222120191817161514131211109876

0999897969594

5A66

54321

9392919089

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr av es ite n um be rin g pl an .d w jd ob ia d:

lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

SECTION 14 NUMBERING PLAN

CS-102

1 PPC SECTION 14 GRAVESITE NUMBERING PLAN

SCALE: 1" = 30'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

OVERSIZED CRYPT (4'x10')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT

SECTION MARKER

0 20' 40'

LEGEND

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".

9. TYPICAL SPACE FOR EACH OVERSIZE CRYPT IS INTENDED TO BE 4'-0" x 10'-0". PRECAST CRYPT IS

INTENDED TO BE CENTERED WITHIN EACH GRAVE SPACE

BURIAL TYPE COUNT

PRE-PLACED CRYPTS 2020

IN-GROUND CREMAINS 1202

COLUMBARIA 576

TOTAL 3798

GRAVESITE SUMMARY

GRAVESITE GRID POINTS

PT ID

NORTHING

1920912.79

1920914.23

1920915.67

1920917.11

1920918.55

1920858.81

1920860.25

1920861.69

1920863.13

1920864.57

1920806.27

1920807.71

1920809.15

1920810.58

1920752.28

1920753.72

1920755.16

1920756.60

1920699.74

1920701.18

1920702.62

1920645.76

1920647.20

1920648.64

EASTING

337778.08

337834.06

337890.04

337946.02

338002.00

337779.47

337835.45

337891.43

337947.41

338003.39

337836.84

337892.82

337948.80

338004.78

337838.22

337894.21

337950.19

338006.17

337895.59

337951.58

338007.56

337896.98

337952.96

338008.95

ELEV

840.60

840.18

839.76

839.34

838.92

837.36

839.21

838.79

838.37

837.95

838.24

837.82

837.40

836.98

837.27

836.85

836.43

836.01

835.88

835.46

835.04

834.90

834.48

834.06

SECTION MARKERS

PT ID

NORTHING

1920921.26

1920923.03

1920650.29

1920609.52

EASTING

337768.30

338005.72

338013.93

337991.11

ELEV

838.90

0.00

834.05

833.50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr av es ite n um be rin g pl an .d w jd ob ia d:

lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

SECTION 14 LAYOUT PLAN

CS-103

1 PPC SECTION 14 GRAVESITE LAYOUT PLAN

SCALE: 1" = 30'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

OVERSIZED CRYPT (4'x10')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT

SECTION MARKER

GRID LINE

0 20' 40'

LEGEND

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".

9. TYPICAL SPACE FOR EACH OVERSIZE CRYPT IS INTENDED TO BE 4'-0" x 10'-0". PRECAST CRYPT IS

INTENDED TO BE CENTERED WITHIN EACH GRAVE SPACE

BURIAL TYPE COUNT

PRE-PLACED CRYPTS 2020

IN-GROUND CREMAINS 1202

COLUMBARIA 576

TOTAL 3798

GRAVESITE SUMMARY

54.0' 54.0' 54.0' 54.0' 54.0'

39'

C O

CO-01

RIM 833.04

INV 832.47

CO-02

RIM 832.49

INV 831.92

CO-03

RIM 831.94

INV 831.37

CO-04

RIM 830.95

INV 830.38

CO-05

RIM 829.72

INV 829.15CO-06

RIM 828.49

INV 827.92

CO-07

RIM 827.25

INV 826.68

CO-08

RIM 826.82

INV 826.26

CBMH-117

RIM 836.57

INV 828.57

INV 828.82

INV 828.57

CBMH-116

RIM 839.73

INV 831.73

INV 831.98

CB-106

RIM 833.87

INV 830.90

SMH-201

RIM 832.99

INV 823.61

INV 823.51

SMH-202

RIM 834.92

INV 823.28

INV 823.18

INV 823.46

SMH-204

RIM 833.76

INV 822.36

INV 822.26

SMH-205

RIM 836.79

INV 821.78

INV 821.68

CO-04

RIM 830.95

INV 830.38

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr av es ite n um be rin g pl an .d w jd ob ia d:

lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

SECTION 14 LAYOUT

COORDINATION

CS-104

1 PPC SECTION 14 GRAVESITE DRAINAGE PLAN

SCALE: 1" = 30'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

OVERSIZED CRYPT (4'x10')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT

SECTION MARKER

GRID LINE

STRUCTURE RIM & INVERT

ELEVATION

IRRIGATION VALVE

IRRIGATION HEAD

0 20' 40'

LEGEND

966 967 968 969 970 971 972 973 974 975 976 977

927 928 929 930 931 932 933 934 935 936 937 938

888 889 890 891 892 893 894 895 896 897 898 899

849 850 851 852 853 854 855 856 857 858 859 860

810 811 812 813 814 815 816 817 818 819 820 821

771 772 773 774 775 776 777 778 779 780 781 782

732 733 734 735 736 737 738 739 740 741 742 743

693 694 695 696 697 698 699 700 701 702 703 704

653 654 655 656 657 658 659 660 661 662 663 664

613 614 615 616 617 618 619 620 621 622 623 624

573 574 575 576 577 578 579 580 581 582 583 584

533 534 535 536 537 538 539 540 541 542 543 544

493 494 495 496 497 498 499 500 501 502 503 504

453 454 455 456 457 458 459 460 461 462 463 464

413 414 415 416 417 418 419 420 421 422 423 424

372 373 374 375 376 377 378 379 380 381 382 383

331 332 333 334 335 336 337 338 339 340 341 342

289 290 291 292 293 294 295 296 297 298 299 300

246 247 248 249 250 251 252 253 254 255 256 257

202 203 204 205 206 207 208 209 210 211 212 213

157 158 159 160 161 162 163 164 165 166 167 168

110 111 112 113 114 115 116 117 118 119 120 121

62 63 64 65 66 67 68 69 70 71 72 73

978 979 980 981 982 983 984 985 986 987 988 989

939 940 941 942 943 944 945 946 947 948 949 950

900 901 902 903 904 905 906 907 908 909 910 911

861 862 863 864 865 866 867 868 869 870 871 872

822 823 824 825 826 827 828 829 830 831 832 833

783 784 785 786 787 788 789 790 791 792 793 794

744 745 746 747 748 749 750 751 752 753 754 755

705 706 707 708 709 710 711 712 713 714 715 716

665A 667 668 669 670 671 672 673 674 675 676

625 626 627 628 629 630 631 632 633 634 635 636

585 586 587 588 589 590 591 592 593 594 595 596

545 546 547 548 549 550 551 552 553 554 555 556

505 506 507 508 509 510 511 512 513 514 515 516

465 466 467 468 469 470 471 472 473 474 475 476

425 426 427 428 429 430 431 432 433 434 435 436

384 385 386 387 388 389 390 391 392 393 394 395

343 344 345 346 347 348 349 350 351 352 353 354

301 302 303 304 305 306 307 308 309 310 311 312

258 259 260 261 262 263 264 265 266 267 268 269

214 215 216 217 218 219 220 221 222 223 224 225

169 170 171 172 173 174 175 176 177 178 179 180

122 123 124 125 126 127 128 129 130 131 132 133

74 75 76 77 78 79 80 81 82 83 84 85

990 991 992 993 994 995 996

951 952 953 954 955 956 957 958

912 913 914 915 916 917 918 919

873 874 875 876 877 878 879 880

834 835 836 837 838 839 840 841

795 796 797 798 799 800 801 802

756 757 758 759 760 761 762 763

717 718 719 720 721 722 723 724

677 678 679 680 681 682 683 684 685

637 638 639 640 641 642 643 644 645

597 598 599 600 601 602 603 604 605

557 558 559 560 561 562 563 564 565

517 518 519 520 521 522 523 524 525

477 478 479 480 481 482 483 484 485

437 438 439 440 441 442 443 444 445

396 397 398 399 400 401 402 403 404 405

355 356 357 358 359 360 361 362 363 364

313 314 315 316 317 318 319 320 321 322

270 271 272 273 274 275 276 277 278 279

226 227 228 229 230 231 232 233 234 235

181 182 183 184 185 186 187 188 189 190

134 135 136 137 138 139 140 141 142 143

86 87 88 89 90 91 92 93 94 95 96

997 998 999 1000

959 960 961 962 963 964 965

920 921 922 923 924 925 926

881 882 883 884 885 886 887

842 843 844 845 846 847 848

803 804 805 806 807 808 809

764 765 766 767 768 769 770

725 726 727 728 729 730 731

686 687 688 689 690 691 692

646 647 648 649 650 651 652

606 607 608 609 610 611 612

566 567 568 569 570 571 572

526 527 528 529 530 531 532

486 487 488 489 490 491 492

446 447 448 449 450 451 452

406 407 408 409 410 411 412

365 366 367 368 369 370 371

323 324 325 326 327 328 329 330

280 281 282 283 284 285 286 287 288

236 237 238 239 240 241 242 243 244 245

191 192 193 194 195 196 197 198 199 200 201

145 146 147 148 149 150 151 152 153 154 155 156

98 99 100 101 102 103 104 105 106 107 108 109

50 51 52 53 54 55 56 57 58 59 60 61

14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48

3 4 5 6 7 8 9 10 11 12 132

SECTION

CS-5

IGC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr av es ite n um be rin g pl an .d w jd ob ia d:

lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

SECTION CS-5 NUMBERING PLAN

CS-105

1 IGC SECTION CS-5 GRAVESITE NUMBERING PLAN

SCALE: 1" = 30'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

OVERSIZED CRYPT (4'x10')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT

SECTION MARKER

GRID LINE

0 20' 40'

LEGEND

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".

9. TYPICAL SPACE FOR EACH OVERSIZE CRYPT IS INTENDED TO BE 4'-0" x 10'-0". PRECAST CRYPT IS

INTENDED TO BE CENTERED WITHIN EACH GRAVE SPACE

BURIAL TYPE COUNT

PRE-PLACED CRYPTS 2020

IN-GROUND CREMAINS 1202

COLUMBARIA 576

TOTAL 3798

GRAVESITE SUMMARY

SECTION

CS-5

IGC

GRAVESITE GRID POINTS

PT ID

NORTHING

1920481.65

1920483.19

1920484.73

1920425.67

1920427.21

1920428.75

1920369.69

1920371.23

1920372.77

EASTING

338070.26

338130.24

338190.22

338071.70

338131.68

338191.66

338073.14

338133.12

338193.10

ELEV

834.41

835.52

836.64

834.97

836.06

837.16

835.53

836.62

837.72

SECTION MARKERS

PT ID

NORTHING

1920547.93

1920521.23

1920522.45

EASTING

338064.92

338106.42

338184.52

ELEV

833.17

834.70

836.20

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr av es ite n um be rin g pl an .d w jd ob ia d:

lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

SECTION CS-5 LAYOUT PLAN

CS-106

1 IGC SECTION CS-5 GRAVESITE LAYOUT PLAN

SCALE: 1" = 30'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

OVERSIZED CRYPT (4'x10')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT

SECTION MARKER

GRID LINE

0 20' 40'

LEGEND

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".

9. TYPICAL SPACE FOR EACH OVERSIZE CRYPT IS INTENDED TO BE 4'-0" x 10'-0". PRECAST CRYPT IS

INTENDED TO BE CENTERED WITHIN EACH GRAVE SPACE

BURIAL TYPE COUNT

PRE-PLACED CRYPTS 2020

IN-GROUND CREMAINS 1202

COLUMBARIA 576

TOTAL 3798

GRAVESITE SUMMARY

56.0' 56.0'

SECTION

CS-5

IGC

CB-106

RIM 833.87

INV 830.90

SMH-204

RIM 833.76

INV 822.36

INV 822.26

CBMH-112

RIM 837.50

INV 830.74

INV 832.13

CBMH-114

RIM 836.06

INV 830.31

INV 830.21

SMH-206

RIM 837.97

INV 824.47

INV 824.57

CBMH-111

RIM 835.86

INV 824.60

SMH-207

RIM 837.36

INV 823.91

INV 823.81

CBMH-110

RIM 837.05

INV 826.24

CBMH-103

RIM 837.93

INV 823.24

CB-109

RIM 835.24

INV 828.02

CBMH-108

RIM 832.90

INV 829.69

CB-107

RIM 832.75

INV 829.96

SMH-203

RIM 833.43

INV 822.58

INV 822.48

INV 822.58

CB-105

RIM 833.83

INV 831.15

CBMH-113

RIM 837.32

INV 830.55

EX. CB

RIM 832.00

INV 829.96

INV 824.43

CO-04

RIM 830.95

INV 830.38

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr av es ite n um be rin g pl an .d w jd ob ia d:

lo t:5 /4

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

SECTION CS-5 LAYOUT

COORDINATION

CS-107

1 IGC SECTION CS-5 GRAVESITE DRAINAGE PLAN

SCALE: 1" = 30'

PROPERTY LIMITS

NEW PRE-PLACED CRYPT (3'x8')

OVERSIZED CRYPT (4'x10')

NEW IN-GROUND CREMAIN (4'x4')

HEADSTONE DIRECTION

GRID MONUMENT

SECTION MARKER

GRID LINE

STRUCTURE RIM & INVERT

ELEVATION

IRRIGATION VALVE

IRRIGATION HEAD

0 20' 40'

LEGEND

ME 836.94ME/FL 836.99

ME/FL 836.99

SMH-201

RIM 833.45

SMH-202

RIM 832.99

CBMH-102

RIM 836.22

CBMH-103

RIM 837.93

CBMH-110

RIM 837.05

SMH-207

RIM 837.36

CBMH-104

RIM 836.53

CBMH-111

RIM 835.86

CBMH-114

RIM 836.06

SMH-206

RIM 837.97

CBMH-113

RIM 837.32

CBMH-112

RIM 837.50

CBMH-108

RIM/LP 832.90

CB-107

RIM/LP 832.75

SMH-203

RIM 833.43

CB-105

RIM 833.83

SMH-204

RIM 833.76

CB-106

RIM 833.87

SMH-205

RIM 836.79

CBMH-116

RIM 839.73

CBMH-101

RIM 833.68

CBMH-115

RIM 838.39

CB-109

RIM 835.24

SMH-208

RIM 833.94

CBMH-119

RIM 834.62

CO-01

RIM 840.22

CO-02

RIM 839.67

CO-03

RIM 839.12

CO-04

RIM 838.13

CO-08

RIM 833.49

CO-07

RIM 834.43

CO-06

RIM 835.67

CO-05

RIM 836.90

2.0% 2.0%

2.2%

4:1

1.8%

4:1

2.1%

4:1

1.5%

PG 840.64

PG 840.04

CBMH-117

RIM 836.57

CBMH-118

RIM 832.25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr ad in g pl an

.d w jd ob ia d:

5/ 4/

lo t:5

/4 /2

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

0 30' 60'

1 CONCEPT SITE PLAN #1

SCALE: 1" = 30'

LEGEND

GRADING PLAN

SPOT LEGEND

PPC BURIAL BOUNDARY

IGC BURIAL BOUNDARYFUTURE PPC

BURIAL BOUNDARY

PG PROPOSED GRADE

LP LOW POINT

ME MATCH EXISTING

FL FLOW LINE

TC TOP OF CONCRETE

TML TOP OF MASONRY EDGE

EOF EMERGENCY OVERFLOW

RIM RIM ELEVATION

CG-101

SEE SHEET

LC-103 - COLUMBARIUM GRADING & DRAINAGE PLAN

EX CS-4

SECTION

INDIANA AVENUE

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED INDEX CONTOURS

PROPOSED INTERMEDIATE CONTOURS

NEW ASPHALT

NEW CONCRETE

NEW CURB & GUTTER

MANHOLE

CATCH BASIN

CLEANOUT

DRAINAGE FLOW DIRECTION

AutoCAD SHX Text

S22°29'03"E PROPERTY LINE

AutoCAD SHX Text H Y D E R O A D

EROSION CONTROL PLAN

SPOT LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ gr ad in g pl an

.d w jd ob ia d:

5/ 4/

lo t:5

/4 /2

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EXP. JULY 31, 2022

0 30' 60'

1 CONCEPT SITE PLAN #1

SCALE: 1" = 30'

LEGEND

PG PROPOSED GRADE

LP LOW POINT

ME MATCH EXISTING

FL FLOW LINE

TC TOP OF CONCRETE

TML TOP OF MASONRY EDGE

EOF EMERGENCY OVERFLOW

RIM RIM ELEVATION

CG-102

EX CS-4

SECTION

INDIANA AVENUE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED INDEX CONTOURS

PROPOSED INTERMEDIATE CONTOURS

MANHOLE

CATCH BASIN

CLEANOUT

SILT FENCE (SEE DETAIL 1/CG-501)

FIBER ROLL DITCH CHECK

INLET PROTECTION

(SEE DETAIL 4/CG-501 & 5/CG-501)

DRAIN…

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File details come from the government source that posted it. Updated Jul 23, 2021.