Bid Drawings Volume 1 of 6 894CM3044 Gravesite Expansion at Fort Snelling NC.pdf

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, CIVIL ENGINEERING,

STRUCTURAL ENGINEERING, MECHANICAL

ENGINEERING, ELECTRICAL ENGINEERING,

LANDSCAPE ARCHITECTURE, ARCHITECTURE,

CEMETERY PLANNING

WATER IN MOTION

IRRIGATION ENGINEERING

TOTAL COST MANAGEMENT

COST ESTIMATOR

TERRACON

GEOTECHNICAL ENGINEER

FORT SNELLING NATIONAL CEMETERY

STREET ADDRESS:

7601 34TH AVE SOUTH,

MINNEAPOLIS, MN, 55450

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: EDWIN J. Y. BRODMARKLE, PE / PROJECT MANAGER

PHONE: [763-412-4058]

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

CONTACT: TIMOTHY MALOOLY

PHONE: [763-559-1010]

13602 DULUTH DRIVE

APPLE VALLEY, MN, 55124

CONTACT: BRYAN BERTRAND

PHONE: [651-587-9286]

13400 15TH AVE N,

PLYMOUTH, MN, 55441

CONTACT: DAN MAHRT

PHONE: [763-489-3100]

DEPARTMENT OF VETERANS AFFAIRS

FORT SNELLING NATIONAL CEMETERY

7601 34TH AVE SOUTH, MINNEAPOLIS, MN, 55450

GRAVESITE EXPANSION

VA PROJECT NO. 894CM3044

N N

SECTION NUMBER SIZE IGC PPC NICHES ACREAGE

SUBTOTAL

MARKERSPRIME CONSULTANT

CONSULTANTS SITE DATA

TH

A

VE

S

EXISTING CEMETERY

MINNEAPOLIS SAINT

PAUL AIRPORT

POST RD

70TH ST E

HIG

HWAY 5

INTERSTATE 494

PROJECT

LOCATION

COVER SHEET

EJYB BMH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

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eb ro dm ar kl e sa ve d:

1/

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1:

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4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

GI001

PROPOSED

EXPANSION

LOCATIONS

GRAVESITE SUMMARY

38 4'x4' 3518 1.74

COLUMBARIUM 5-HIGH 4560-- -- --

3518 4560-- ----

0.90 2.64

1 SITE LOCATION MAP

NTS 2 SITE VICINITY MAP

NTS

I 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

EDWIN J. Y. BRODMARKLE, PE

DATE: 2026.01.14 LICENSE NO: 55409

SHEET INDEX

EJYB BMH

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

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_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

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_c ov er .d w eb ro dm ar kl e sa ve d:

1/

/2

1:

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4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

GI002

AC

B.O.

C.A.B.

CB

CBMH

C.I.P.

CMU

CO

DOM

EOF

EQ.

EX.

FES

FFE

HH

HT

LF

N.T.S

NWL

O.C.

OCS

O.D.

PERF.

PT

SEC.

SS

T.O.

U.N.O.

ACRES

BOTTOM OF

COMPACTED AGGREGATE BASE

CATCH BASIN

CATCH BASIN MANHOLE

CAST IN PLACE

CONCRETE MASONRY UNIT

CLEAN OUT

DOMESTIC

EMERGENCY OVERFLOW

EQUAL

EXISTING

FLARED END SECTION

FINISHED FLOOR ELEVATION

HAND HOLE

HEIGHT

LINEAR FEET

NOT TO SCALE

NORMAL WATER LEVEL

ON CENTER

OUTLET CONTROL STRUCTURE

OUTSIDE DIAMETER

PERFORATED

POINT

SECTION

STAINLESS STEEL

TOP OF

UNLESS NOTED OTHERWISE

SHEET INDEXGENERAL ABBREVIATIONS

SHEET NO. SHEET TITLE

GENERAL

GI001 COVER SHEET

GI002 SHEET INDEX

GEOTECHNICAL

B-101 GEOTECHNICAL BORING & SURVEY LOCATIONS

B-102 GEOTECHNICAL BORINGS

B-103 GEOTECHNICAL BORINGS

SURVEY

V-101 EXISTING CONDITIONS PLAN

V-102 EXISTING CONDITIONS PLAN

OPERATIONS

CO101 ACCESS & LOGISTICS - OVERALL

CO102 ACCESS & LOGISTICS ENLARGEMENTS

DEMOLITION

CD101 DEMOLITION PLAN - SECTION 38

CD102 DEMOLITION PLAN - COLUMBARIUM 4

SITE PLAN

CS100 SITE PLAN - OVERALL

CS101 SITE PLAN - SECTION 38

CS102 SITE PLAN - COLUMBARIUM 4

CS501 SITE PLAN DETAILS

CS502 SITE PLAN DETAILS

CS503 SITE PLAN DETAILS

GRAVESITE PLAN

CK100 GRAVESITE LAYOUT - SECTION 38

CK101 GRAVESITE LAYOUT COORDINATION - SECTION 38

CK401 GRAVESITE NUMBERING - SECTION 38 ENLARGEMENT A

CK402 GRAVESITE NUMBERING - SECTION 38 ENLARGEMENT B

CK501 GRAVESITE DETAILS

GRADING

CG101 GRADING & UTILITY PLAN - SECTION 38

CG102 GRADING PLAN - COLUMBARIUM 4

UTILITIES

CU101 UTILITY PLAN - COLUMBARIUM 4

PLANTING

LP101 PLANTING PLAN - SECTION 38

LP102 PLANTING PLAN - COLUMBARIUM 4

SHEET NO. SHEET TITLE

COLUMBARIUM COURT 4

LS100 SITE LAYOUT PLAN

LS110 PRECAST LAYOUT PLAN

LS120 FLATWORK PLAN

LS130 CAP LAYOUT PLAN

LS140 ADDRESSING PLAN

COLUMBARIUM COURT 4: ELEVATIONS

LS200 COLUMBARIUM WALLS ELEVATIONS F1-F2

LS201 COLUMBARIUM WALLS ELEVATIONS E1-F3

LS202 COLUMBARIUM WALLS ELEVATIONS E2-E3

LS203 COLUMBARIUM WALLS ELEVATIONS D1-D2

LS204 COLUMBARIUM WALLS ELEVATIONS C1-C2

LS205 COLUMBARIUM WALLS ELEVATIONS B1-A1

COLUMBARIUM COURT 4: SECTIONS

LS300 COLUMBARIUM SECTIONS

COLUMBARIUM COURT 4: ENLARGEMENTS

LS400 COLUMBARIUM COLUMN ENLARGEMENTS

COLUMBARIUM COURT 4: DETAILS

LS500 COLUMBARIUM PRECAST DETAILS

LS501 COLUMBARIUM TYPICAL DETAILS

LS502 COLUMBARIUM CAP DETAILS

LS503 COLUMBARIUM STONE PROFILES

STRUCTURAL

S-001 NOTE SHEET

S-101 FOOTING & FOUNDATION PLAN

S-301 FOOTING & FOUNDATION DETAILS

IRRIGATION

LI100 IRRIGATION OVERALL

LI101 IRRIGATION DEMOLITION PLAN

LI102 IGC BURIAL SECTION 38 - IRRIGATION DEMOLITION PLAN

LI103 COLUMBARIUM 4 - IRRIGATION DEMOLITION PLAN

LI104 IRRIGATION ENLARGEMENT PLAN

LI105 IRRIGATION PLAN - SECTION 38

LI106 IRRIGATION PLAN - COLUMBARIUM 4

LI200 IRRIGATION DATA

LI500 IRRIGATION DETAILS

LI501 IRRIGATION DETAILS

PAGE PAGE

I 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

EDWIN J. Y. BRODMARKLE, PE

DATE: 2026.01.14 LICENSE NO: 55409

../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS100 SITE LAYOUT PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS100 SITE LAYOUT PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS110 PRECAST LAYOUT PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS110 PRECAST LAYOUT PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS120 FLATWORK PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS120 FLATWORK PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS130 CAP LAYOUT PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS130 CAP LAYOUT PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS140 ADDRESSING PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS140 ADDRESSING PLAN ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS200 COLUMBARIUM WALLS ELEVATIONS F1-F2 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS200 COLUMBARIUM WALLS ELEVATIONS F1-F2 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS201 COLUMBARIUM WALLS ELEVATIONS F3-E1 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS201 COLUMBARIUM WALLS ELEVATIONS F3-E1 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS202 COLUMBARIUM WALLS ELEVATIONS E2-E3 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS202 COLUMBARIUM WALLS ELEVATIONS E2-E3 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS203 COLUMBARIUM WALLS ELEVATIONS D1-D2 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS203 COLUMBARIUM WALLS ELEVATIONS D1-D2 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS204 COLUMBARIUM WALLS ELEVATIONS C1-C2 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS204 COLUMBARIUM WALLS ELEVATIONS C1-C2 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS205 COLUMBARIUM WALLS ELEVATIONS A1-B1 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS205 COLUMBARIUM WALLS ELEVATIONS A1-B1 ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS300 COLUMBARIUM SECTIONS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS300 COLUMBARIUM SECTIONS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS400 COLUMBARIUM COLUMN ENLARGEMENTS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS400 COLUMBARIUM COLUMN ENLARGEMENTS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS500 COLUMBARIUM PRECAST DETAILS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS500 COLUMBARIUM PRECAST DETAILS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS501 COLUMBARIUM TYPICAL DETAILS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS501 COLUMBARIUM TYPICAL DETAILS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS502 COLUMBARIUM CAP DETAILS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS502 COLUMBARIUM CAP DETAILS ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS503 COLUMBARIUM STONE PROFILES ../../../_06 LA/_01 CAD files/_01 Sheets/18511_L_COLUMBARIUM_SHEETS.DWG#,LS503 COLUMBARIUM STONE PROFILES

B-10

B-09

B-11

B-06

B-05

B-07

B-08

B-02

B-01

B-04

B-03

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

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dw bh ild ah l s av ed

:1 1/

/2

:2

AM

lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

KEY MAP

N

N.T.S.

0 100' 200'

SCALE:2

GEOTECHNICAL BORING & SURVEY LOCATIONS

1:100 (30" x 42" PAPER SIZE)

N

GEOTECHNICAL BORING

& SURVEY LOCATIONS

B-101

EJYB BMH

0 100' 200'

SCALE:1

GEOTECHNICAL BORING & SURVEY LOCATIONS

1:100 (30" x 42" PAPER SIZE)

N

B-1

ID# NORTHING EASTING

B-01 130309.56 544866.72

B-02 130140.08 544753.91

B-03 130153.50 545135.55

B-04 130024.19 544997.25

B-05 126611.87 543363.32

B-06 126722.26 543500.32

B-07 126707.54 543724.71

B-08 126822.66 543767.66

B-09 127625.38 543979.59

B-10 127487.61 543846.16

B-11 127517.37 543960.81

BORING LOCATIONS

NOTE:

REFER TO GEOTECHNICAL REPORT IN

PROJECT SPECIFICATIONS FOR COMPLETE

GEOTECHNICAL INFORMATION

SOIL BORING

KRAUS DRIVE

PECK AVE

PRIVATE ROAD 305

PRUDEN DRIVE

SORENSON DRIVE

SORENSON DRIVE

JOSIAH AVE

PRUDEN

COURT

KLA

NSKA D

RIV

E

2ND DRIVE

JOHN PAGE DRIVE

EAST

OUTE

R D

RIV

E

PR

IV

AT

E

RO

AD

POST ROAD

LEGEND

SEE SHEET V-102

FOR SURVEY

SEE SHEET V-101

FOR SURVEY

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

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_b or in g.

dw bh ild ah l s av ed

:1 1/

/2

:2 lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

GEOTECHNICAL

BORINGS

B-102

EJYB BMH

NOTE: REFER TO GEOTECHNICAL REPORT IN PROJECT SPECIFICATIONS FOR COMPLETE GEOTECHNICAL INFORMATION

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_c

_b or in g.

dw bh ild ah l s av ed

:1 1/

/2

:2 lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

GEOTECHNICAL

BORINGS

B-103

EJYB BMH

NOTE: REFER TO GEOTECHNICAL REPORT IN PROJECT SPECIFICATIONS FOR COMPLETE GEOTECHNICAL INFORMATION

DG DO

EXISTING CONDITIONS

PLAN

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_1 su rv ey c ad fi le s\

1_ s_ ba se

.d w bh ild ah l s av ed :1

1/

/2

8:

A lo t:1

/1 4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

NOVEMBER 14, 2025

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

CONSTRUCTION

DOCUTMENTSIRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

CD SUBMITTAL

NOT FOR CONSTRUCTION

2025.11.14

KEY MAP

N

N.T.S.

V-101

EXISTING CONDITIONS

PLAN

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_1 su rv ey c ad fi le s\

1_ s_ ba se

.d w bh ild ah l s av ed :1

1/

/2

8:

lo t:1

/1 4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

NOVEMBER 14, 2025

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

CONSTRUCTION

DOCUTMENTSIRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

CD SUBMITTAL

NOT FOR CONSTRUCTION

2025.11.14

KEY MAP

N

N.T.S.

V-102

DG DO 7 OF 57

ALTERNATE ACCESS ROUTE.

SEE GENERAL NOTE 17

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_o pe ra tio n_ pl an

.d w bn or he im s av ed

:1 2/

2/

:3 lo t:1

/1 4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

ACCESS & LOGISTICS

- OVERALL

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING ROAD CLOSURES. DISCUSS

ALL ROAD CLOSURES WITH CITY OF MINNEAPOLIS 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 WILL COMPLY WITH RECOMMENDATIONS OF THE

GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT UNLESS DIRECTED

OTHERWISE.

4. ALL CONSTRUCTION WILL COMPLY WITH MOST CURRENT NCA SPECIFICATIONS

UNLESS SPECIFIED OTHERWISE. WHERE WORK IS NOT COVERED BY NCA

SPECIFICATIONS, CONTRACTOR TO COMPLY WITH LATEST EDITION OF MINNESOTA

DOT STANDARD CONSTRUCTION SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL REGULATIONS.

6. CONTRACTOR WILL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR

MINIMAL DISRUPTION. IF UTILITY DISRUPTION IS REQUIRED, NOTIFY THE COR A

MINIMUM OF 48-HOURS PRIOR TO 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. NOTIFY COR & ENGINEER OF RECORD OF ANY DISCREPANCIES TO THE PLAN OR

EXISTING UTILITIES IMMEDIATELY.

11. SUBSTITUTIONS FROM INFORMATION SHOWN HEREON SHALL BE REVIEWED AND

APPROVED BY THE COR.

12. EXISTING STORM DRAINAGE THROUGH THE SITE AND NEW STORM SEWER SYSTEM

TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION. CONTRACTOR TO MAINTAIN,

PHASE CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS NECESSARY.

13. ALL CONSTRUCTION AREAS TO BE FENCED OFF WITH TEMPORARY CHAIN LINK

FENCE. TEMPORARY FENCING OR GATES (IF APPLICABLE) ON PAVED AREAS SHALL

BE ON STANDS.

14. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL CONDITION UNLESS NOTED

OTHERWISE.

15. SUBMIT TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CITY OF MINNEAPOLIS,

MINNESOTA DOT AND HENNEPIN COUNTY REQUIREMENTS FOR INGRESS & EGRESS

TO CEMETERY PROPERTY.

16. FOR ALL CLEAR AND GRUB AREAS, REMOVE ALL TOPSOIL AND STOCKPILE IN THE

LOCATION SHOWN ON THE PLAN. REMOVE ALL PLANT MATERIAL, STICKS, DEBRIS

AND ALL ROCKS LARGER THAN 1" IN DIAMETER.

17. ALTERNATE ACCESS-CORTAGE LANE ACCESS PATH TO ONLY BE USED WITH

EXPRESSED WRITTEN PERMISSION OF THE COR.

18. ROUTE THROUGH VHA TO ONLY BE USED FOR PASSENGER VEHICLE TRAFFIC.

EXPRESSED WRITTEN PERMISSION BY COR & VHA REQUIRED FOR ANY OTHER

PURPOSES. COORDINATE WITH COR, VHA, & CEMETERY FOR ACCESS

INSTRUCTIONS.

19. STAGING AREA TO BE USED FOR MATERIAL STORAGE/STAGING, CONTRACTORS

TRAILERS, & CONTRACTOR PARKING. COORDINATE & PROVIDE PLAN FOR UTILITY

CONNECTIONS (IF NEEDED) FOR COR APPROVAL. ADDITIONAL STAGING TO BE

APPROVED VIA EXPRESSED WRITTEN PERMISSION OF THE COR.

ORDER OF CONSTRUCTION:

1. CONTRACTOR WILL MAINTAIN ACCESS TO EXISTING BUILDINGS &

STORAGE AREAS FOR CEMETERY USE DURING CONSTRUCTION

2. CONTRACTOR WILL COORDINATE ANY ADDITIONAL STAGING AREAS

WITH COR.

EXISTING

BUILDING

EXISTING

BUILDING

0 250' 500'

SCALE:1

ACCESS & LOGISTICS - OVERALL

1:250 (30" x 42" PAPER SIZE)

N

KRAUS DRIVE

KRAUS DRIVE

KRAUS DRIVE

KRAUS DRIVE

PECK AVE

PECK AVE

NELSON DR.

NELSON DR.

KLA

NSKA D

RIV

E

2ND DRIVE

2ND DRIVE

1ST DRIVE

1ST DRIVE

W

ES

T O

U

TE

R D

R

IV

E

JOHN PAGE DRIVE

EAST

OUTE

R D

RIV

E

PE

TE

RS

O

N

ST

RE

ET

RO

SE

W

AL

D

ST

RE

ET

PE

TE

RS

O

N

ST

RE

ET

RO

SE

W

AL

D

ST

RE

ET

FL

EM

IN

G

D

RI

VE

C O

VI

LL

D R

IV

E

C O

VI

LL

D R

IV

E

M

AL

LO

N

RO

AD

PE

TE

RS

O

N

ST

RE

ET

RO

SE

W

AL

D

ST

RE

ET

POST ROAD

POST ROAD

PRIVATE ROAD 305

PRUDEN

PRUDEN DRIVE

JOSIAH AVE

PRUDEN COURT

DRIVE

FORT SNELLING

NATL CEM POND

TH

A

VE

S O

U

TH

TH

A

VE

S O

U

TH

TH

A

VE

S O

U

TH

EAST 70TH STREET

HIGHWAY 494

SEE 2/CO102

SEE 3/CO102

CO101

EJYB BMH

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

SILT FENCE

TEMP. CONSTRUCTION FENCE

ROCK CONSTRUCTION ENTRANCE

INLET SEDIMENT PROTECTION

BIOROLL

CONSTRUCTION ACCESS

ALTERNATE ACCESS ROUE

TREE PROTECTION

CONSTRUCTION

SEQUENCING NOTES

GENERAL NOTES:

KLA

NSKA D

RIV

E

KLA

NSKA D

RIV

E

ST

R

EE

T

N U

M

BE

R

SORENSON DRIVE

SORENSON DRIVE

SEE 1/CO102

SEE V-101

SEE V-102

I 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

EASEMENT ELECTRIC

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_o pe ra tio n_ pl an

.d w bn or he im s av ed

:1 2/

2/

:3 lo t:1

/1 4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

ACCESS & LOGISTICS

ENLARGEMENTS

STAGING AREA

NOTE 19

0 60' 120'

SCALE:3

ACCESS & LOGISTICS ENLARGEMENTS - SECTION 38

1:60 (30" x 42" PAPER SIZE)

N

SCALE:2

ACCESS & LOGISTICS ENLARGEMENTS - SECTION 19

1:60 (30" x 42" PAPER SIZE) 0 60' 120'

N

SCALE:1

ACCESS & LOGISTICS ENLARGEMENTS - STAGING AREA

1:60 (30" x 42" PAPER SIZE) 0 60' 120'

N

CO102

EJYB BMH

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING ROAD CLOSURES. DISCUSS

ALL ROAD CLOSURES WITH CITY OF MINNEAPOLIS 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 WILL COMPLY WITH RECOMMENDATIONS OF THE

GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT UNLESS DIRECTED

OTHERWISE.

4. ALL CONSTRUCTION WILL COMPLY WITH MOST CURRENT NCA SPECIFICATIONS

UNLESS SPECIFIED OTHERWISE. WHERE WORK IS NOT COVERED BY NCA

SPECIFICATIONS, CONTRACTOR TO COMPLY WITH LATEST EDITION OF MINNESOTA

DOT STANDARD CONSTRUCTION SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL REGULATIONS.

6. CONTRACTOR WILL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR

MINIMAL DISRUPTION. IF UTILITY DISRUPTION IS REQUIRED, NOTIFY THE COR A

MINIMUM OF 48-HOURS PRIOR TO 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. NOTIFY COR & ENGINEER OF RECORD OF ANY DISCREPANCIES TO THE PLAN OR

EXISTING UTILITIES IMMEDIATELY.

11. SUBSTITUTIONS FROM INFORMATION SHOWN HEREON SHALL BE REVIEWED AND

APPROVED BY THE COR.

12. EXISTING STORM DRAINAGE THROUGH THE SITE AND NEW STORM SEWER SYSTEM

TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION. CONTRACTOR TO MAINTAIN,

PHASE CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS NECESSARY.

13. ALL CONSTRUCTION AREAS TO BE FENCED OFF WITH TEMPORARY CHAIN LINK

FENCE. TEMPORARY FENCING OR GATES (IF APPLICABLE) ON PAVED AREAS SHALL

BE ON STANDS.

14. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL CONDITION UNLESS NOTED

OTHERWISE.

15. SUBMIT TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CITY OF MINNEAPOLIS,

MINNESOTA DOT AND HENNEPIN COUNTY REQUIREMENTS FOR INGRESS & EGRESS

TO CEMETERY PROPERTY.

16. FOR ALL CLEAR AND GRUB AREAS, REMOVE ALL TOPSOIL AND STOCKPILE IN THE

LOCATION SHOWN ON THE PLAN. REMOVE ALL PLANT MATERIAL, STICKS, DEBRIS

AND ALL ROCKS LARGER THAN 1" IN DIAMETER.

17. ALTERNATE ACCESS-CORTAGE LANE ACCESS PATH TO ONLY BE USED WITH

EXPRESSED WRITTEN PERMISSION OF THE COR.

18. ROUTE THROUGH VHA TO ONLY BE USED FOR PASSENGER VEHICLE TRAFFIC.

EXPRESSED WRITTEN PERMISSION BY COR & VHA REQUIRED FOR ANY OTHER

PURPOSES. COORDINATE WITH COR, VHA, & CEMETERY FOR ACCESS

INSTRUCTIONS.

19. STAGING AREA TO BE USED FOR MATERIAL STORAGE/STAGING, CONTRACTORS

TRAILERS, & CONTRACTOR PARKING. COORDINATE & PROVIDE PLAN FOR UTILITY

CONNECTIONS (IF NEEDED) FOR COR APPROVAL. ADDITIONAL STAGING TO BE

APPROVED VIA EXPRESSED WRITTEN PERMISSION OF THE COR.

ORDER OF CONSTRUCTION:

1. CONTRACTOR WILL MAINTAIN ACCESS TO EXISTING BUILDINGS &

STORAGE AREAS FOR CEMETERY USE DURING CONSTRUCTION

2. CONTRACTOR WILL COORDINATE ANY ADDITIONAL STAGING AREAS

WITH COR.

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

SILT FENCE

TEMP. CONSTRUCTION FENCE

ROCK CONSTRUCTION ENTRANCE

INLET SEDIMENT PROTECTION

CONSTRUCTION ACCESS

TREE PROTECTION

CONSTRUCTION

SEQUENCING NOTES

GENERAL NOTES:

SEC. 1

SEC. 38

PRUDEN DRIVE

SORENSON DRIVE

PE

C

K

AV

E

KR

AU

S

AV

E

KEY MAP

N

N.T.S.

POST ROAD

LIMITED ACCESS

(BEYOND)

NELSON DR.

LA

BE

LL

E

DR

M

AI

N

TE

N

AN

C E

G R

AV

EL

AC

C

ES

S

LO

O

P R

O

AD

GRAVEL LOT

EXISTING

MAINTENANCE

FACILITY/BUILDING

3002 (BEYOND)

SECTION 11

SECTION 17

COMMITTAL SERVICE

SHELTER 3 &

COLUMBARIA 3

SECTION 11

COMMITTAL

SERVICE SHELTER 2

& COLUMBARIA 2

PRUDEN DR.

COMMITTAL SERVICE SHELTER 1 &

COLUMBARIA 1 MEMORIAL WALL &

SCATTER GARDEN (BEYOND)

PECK AVE.

SECTION 22 SECTION 23

KRAUS AVE. SECTION 30

SECTION 19

SECTION 25

SECTION 26

SECTION 20A

KR

AU

S

AV

E.

SECTION 37

SECTION 9B

SORENSON DR

HWY-494

CR-5

HWY-494

SORENSON DR

PE

C

K

AV

E.

COLUMBARIA 1

(BEYOND)

SECTION 11A

(BEYOND)

I 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

50.0' 40.0'

39.0'

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_c

_d em o.

dw bh ild ah l s av ed :1

/1 3/

:0

PM

lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

KEY MAP

N

N.T.S.

DEMOLITION PLAN -

SECTION 38

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE TREE

CD101

EJYB BMH

SORENSON DRIVE

KEY NOTES

PROTECT EXISTING STORM MANHOLE TO REMAIN

PROTECT TREES TO REMAIN. SEE DETAIL 9/CS501

REMOVE EXISTING FLOWER WATERING STATION,

TRASH CAN & VASE RECEPTACLE

REMOVE EXISTING SECTION MARKER & FOUNDATION

0 20' 40'

SCALE:1

DEMOLITION PLAN - SECTION 38

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

N

LEGEND

I 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

PRUDEN DRIVE

KR

AU

S

AV

E

PEC

K AVE

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_c

_d em o.

dw bh ild ah l s av ed :1

/1 3/

:0 lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

KEY MAP

N

N.T.S.

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING CONCRETE

C&G

REMOVE TREE

PROTECT EXISTING STORM MANHOLE TO REMAIN IN

PLACE. ADJUST RIM ELEVATION AS NEEDED.

PROTECT TREES TO REMAIN. SEE DETAIL 9/CS501

KEY NOTES

DEMOLITION PLAN -

COLUMBARIUM 4

CD102

EJYB BMH

0 20' 40'

SCALE:1

DEMOLITION PLAN - COLUMBARIUM 4

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

N

CONSTRUCTION

LIMITS

PROTECT ADJACENT BURIALS

& HEADSTONES FROM DAMAGE

I 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

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

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\1

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.d w bh ild ah l s av ed :1

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8:

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4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

LEGEND

CEMETERY PROPERTY LINE

CONSTRUCTION LIMITS

HEADSTONE FACE DIRECTION

TIP OUT CURB

PROPOSED CONCRETE C&G

BITUMINOUS PAVEMENT SEE

DETAIL 1/CS501

LIGHT DUTY CONCRETE

PAVEMENT SEE DETAIL 8/CS501

DETECTABLE WARNING STRIP

SEALCOAT EXISTING BITUMINOUS

PAVEMENTGRAVEL SURFACING

FLOWER WATERING STATION

SEE DETAIL 5/CS502

UP-LIGHTING FIXTURE

0 250' 500'

SCALE:1

SITE PLAN - OVERALL

1" = 250' (30" x 42" PAPER SIZE)

N

SITE PLAN - OVERALL

CS100

EJYB BMH

SEE CS101

SEE CS102

EXISTING

BUILDING

EXISTING

BUILDING

KRAUS DRIVE

KRAUS DRIVE

KRAUS DRIVE

KRAUS DRIVE

PECK AVE

PECK AVE

NELSON DR.

NELSON DR.

KLA

NSKA D

RIV

E

2ND DRIVE

2ND DRIVE

1ST DRIVE

1ST DRIVE

W

ES

T O

U

TE

R D

R

IV

E

JOHN PAGE DRIVE

EAST

OUTE

R D

RIV

E

PE

TE

RS

O

N

ST

RE

ET

RO

SE

W

AL

D

ST

RE

ET

PE

TE

RS

O

N

ST

RE

ET

RO

SE

W

AL

D

ST

RE

ET

FL

EM

IN

G

D

RI

VE

C O

VI

LL

D R

IV

E

C O

VI

LL

D R

IV

E

M

AL

LO

N

RO

AD

PE

TE

RS

O

N

ST

RE

ET

RO

SE

W

AL

D

ST

RE

ET

POST ROAD

POST ROAD

PRIVATE ROAD 305

PRUDEN

PRUDEN DRIVE

JOSIAH AVE

PRUDEN COURT

DRIVE

FORT SNELLING

NATL CEM POND

TH

A

VE

S O

U

TH

TH

A

VE

S O

U

TH

TH

A

VE

S O

U

TH

EAST 70TH STREET

HIGHWAY 494

KLA

NSKA D

RIV

E

KLA

NSKA D

RIV

E

ST

R

EE

T

N U

M

BE

R

SORENSON DRIVE

SORENSON DRIVE

I 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

20.24

68.00 TYP.

21.59

10' TYP

40.00

144.00

50.0'

40.0'

39.0'

22.26

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

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_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

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_s ec tio n_

.d w bh ild ah l s av ed

:1 /1

3/

1:

lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

KEY MAP

N

N.T.S.

SITE PLAN - SECTION 38

CS101

SECTION 38

IGC 4'X4' - 3,518

GRAVESITE SUMMARY

SECTION TOTAL (4'x4')

SECTION 38 3518

PROJECT TOTAL 3,518

LEGEND

CONSTRUCTION LIMITS

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATERMAIN

EXISTING ELECTRICAL UTILITY

EXISTING COMMUNICATION UTILITY

FLOWER WATER STATION

EXISTING TREE

FLOWER WATERING STATION

TREE PROTECTION

EJYB BMH

PROPOSED FLOWER WATERING STATION; SEE

DETAIL 5/CS502

KEY NOTES

0 20' 40'

SCALE:1

SITE PLAN - SECTION 38

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

N

SORENSON DRIVE

I 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

6.00

R10.00

R10.00

R

.0

3.00

3.00

8.00

8.00

.42

R 1179.5

100.2

R 10.00

EDGE OF SECTION 17

109.4

16.72

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 n ca

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_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_s ite _p la ns

_s ec tio n_

.d w bh ild ah l s av ed

:1 /1

3/

1:

lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

KEY MAP

N

N.T.S.

SITE PLAN - COLUMBARIUM

CS102

PROPERTY LIMITS

CONSTRUCTION LIMITS

GRID LINE

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATERMAIN

EXISTING ELECTRICAL UTILITY

EXISTING COMMUNICATION UTILITY

PROPOSED CONCRETE C&G

PEDESTRIAN CONCRETE SEE DETAIL

7/CS501

CONCRETE PAVEMENT SEE DETAIL

8/CS501

EXISTING TREE

FLOWER WATERING STATION

PEC

K AVE

PRUDEN DRIVE

EJYB BMH

BARRIER CURB AND GUTTER; SEE 6/CS501

ROLL CURB AND GUTTER; SEE 2/CS502

FLUSH CURB; SEE 3/CS502

BARRIER CURB TO ROLL CURB TRANSITION;

SEE 4/CS502

VALLEY GUTTER; SEE 2/CS501

FLOWER WATERING STATION (FWS & TRASH

RECEPTICAL); SEE 5/CS502

COLUMBARIA 4 SIGN; SEE DETAIL 3/CS503 &

5/CS503

SITE SAFETY & CONSTRUCTION SIGNS; SEE

DETAIL 4/CS503

KEY NOTES

COLUMBARIUM COURT 4 (CC4)

SEE LS-SERIES LS100

LEGEND

SHEET GENERAL NOTES

1. REFER TO:

· LS-SERIES FOR COLUMBARIUM

· SS-SERIES FOR STRUCTURAL

· CG-SERIES FOR GRADING & UTILITIES

· LP-SERIES FOR PLANTING

· IR-SERIES FOR IRRIGATION

2. ALL DIMENSIONS ARE TO THE BACK OF CURB

UNLESS NOTED OTHERWISE

0 20' 40'

SCALE:1

SITE PLAN - COLUMBARIUM 4

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

N

I 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

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 n ca

_a e de si gn g ra ve si te e xp an si on _f t s ne llin g\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_c

_d et ai ls

.d w bh ild ah l s av ed :1

/1 4/

:2 lo t:1 /1

4/

:5

PM

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

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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

SCALE:1

BITUMOUS PAVEMENT SECTION

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

CS501

EJYB BMH

SITE PLAN DETAILS

3/4" PER FT.

7"

SCALE:2

CONCRETE VALLEY GUTTER DETAIL

NTS

NOTE: GUTTER AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 1' BEYOND

EACH SIDE OF GUTTER.

#4 LONGITUDINAL

REINFORCING BARS

2.5 "

24"

COMPACTED AGGREGATE BASE (MNDOT CL5)

APPROVED SUBGRADE

12"

NOTES:

1.) INSTALL 2 #4 REINFORCING RODS

2.) AGGREGATE BASE PREPARATION SHALL COMPLY WITH

GEOTECHNICAL REPORT

3.) SUBGRADE PREPERATION SHALL COMPLY WITH

GEOTECHNICAL REPORT

4.) COMPACT AGGREGATE BASE TO 95% RELATIVE

COMPACTION COORDINATED W/ GEOTECH REPORT

6"

4' -0

EQ EQ

ZONE A:

DIA=1/2X

ZONE B:

DIA=X

ZONE C:

DIA=2X

PLAN VIEW

ELEVATION VIEW

"D R

IP

LI

N E"

FENCING/ROOT PROTECTION

6' HIGH CHAIN LINK FENCING SHALL

BE PROVIDED AND MAINTANED AT

THE DRIPLINE OF EACH TREE OR

AROUND A GROUP OF TREES AT THE

DRIPLINE OF OUTSIDE TREES.

THE ENGINEER'S APPROVAL IS

REQUIRED FOR USE/ACCESS WITHIN

ZONE B. PERMISSION FOR

USE/ACCESS REQUIRES SURFACE

PROTECTION FOR ALL UNFENCED,

UNPAVED SURFACES WITHIN ZONE B

AT ALL TIMES.

* SURFACE PROTECTION MEASURES

1. MULCH LAYER, @ 6"-8"DEPTH

2. 3/4" PLYWOOD

3. STEEL PLATES

X TRENCHING / EXCAVATION

ZONE A (CRITICAL ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5]

1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC

INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT

DAMAGE

2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN DIAMETER

REQUIRES AN ENGINEER'S APPROVAL

3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET BELOW

GRADE OR DEEPER

ZONE B (DRIPLINE (DEFINE))

[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]

1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF

MATERIALS SUBJECT TO (SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES REQUIRED

TRENCHING ALLOWED AS FOLLOWS:

- EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER

MAY BE REQUIRED

- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A (CRITICAL

ROOT ZONE) MAINTAIN 2/3 OR MORE OF ZONE B (DRIPLINE) IN

UNDISTURBED CONDITION

3. TUNNELLING MAY BE REQUIRED FOR TRENCHES DEEPER

THAN 3 FOOT

4. USE OF PNEUMATIC AIR WAND AND EXCAVATION MAY BE

CONSIDERED WHERE THE TRENCH DEPTH DOES NOT EXCEED

4 FEET

ZONE C (ABSORBING ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0]

1. OPERATION OF HEAVY EQUIPMENT AND OR STOCKPILING OF

MATERIALS SUBJECT TO (SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES MAY BE REQUIRED AND IS

TO BE DETERMINED BY (SPECIFY INDIVIDUAL)

TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS:

- MINIMIZE TRENCH WIDTH

- MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED

CONDITION

- OR AS SPECIFIED BY (SPECIFY INDIVIDUAL)

"D R

IP

LI

N E"

SCALE:9

TREE PROTECTION DETAIL

N.T.S. SCALE:10

TEMPORARY CHAIN-LINK FENCE

NTS

TIE WIRES OR

CLIPS (TYP.) LINE POST

TOP RAIL (WHEN PRIVACY BARRIER IS USED)

TENSION WIRE (WHERE PRIVACY BARRIER NOT USED)

CHAIN-LINK FABRIC

(9 GAGE, 2' MESH)

BOTTOM OF

FABRIC

TENSION

WIRE

LINE POST

TIE WIRES OR

HOG RINGS (TYP.)

GRADE HOG RINGS (TYP.)

FA

BR

IC

W

ID

TH

' T

YP

2"

3' -0

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

NOTE:

1. PROVIDE LOCKABLE

SWING GATE AT ACCESS

POINTS. FIELD LOCATE.

2. PROVIDE STANDS FOR

TEMPORARY CHAIN-LINK

FENCE LOCATED ON

PAVEMENTS

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

DIRECTION OF

RUNOFF FLOW

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOILMETAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

6" MIN.

SCALE:11

SILT FENCE

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

NOTE: DEPENDING UPON CONFIGURATION,

ATTACH FABRIC TO WIRE MESH WITH HOG

RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

PLAN VIEW

CB /

INLET

INSTALLATION WITHIN GREEN SPACES

STORM INLET

RING SILT FENCE

GEOTEXTILE FABRIC

(SILT FENCE)

FABRIC ANCHORAGE

TRENCH BACKFILL

WITH TAMPED

NATURAL SOIL

WIRE MESH

REINFORCEMENT

METAL OR WOOD

POST OR STAKE

1' MINIMUM

6 INCH MINIMUM

6 INCH MINIMUM

2'

MIN

SCALE:3

STORM DRAIN INLET PROTECTION

NTS

TO BE USED DURING MASS GRADING OR AS STAGE APPROPRIATE

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

SCALE:5

INLET PROTECTION SEDIMENT FILTER SACK

NTS

TO BE USED DURING MASS GRADING OR AS STAGE APPROPRIATE

12"

6"

PIPE BEDDING CONFORMING TO TYPE 57 STONE

OR APPROVED EQUAL. FOLLOW GEOTECHNICAL

REPORT INSTRUCTIONS AND MATERIALS.

COMPACTED

BACKFILL

"DIA." DENOTES OUTSIDE

DIAMETER OF PIPE

DIA+12" MIN.

COMPACTED

BACKFILL

12"

PIPE BEDDING CONFORMING TO TYPE

57 STONE OR APPROVED EQUAL.

FOLLOW GEOTECHNICAL REPORT

INSTRUCTIONS AND MATERIALS.

"DIA." DENOTES OUTSIDE

DIAMETER OF PIPEDIA+12" MIN.

IMPROVED PIPE

FOUNDATION

PIPE FOUNDATION & BEDDING IN

POOR SOILS

PIPE FOUNDATION & BEDDING IN

GOOD SOILS

DIA.

DIA.

SCALE:4

PVC PIPE BEDDING

NTS

NOTES:

1. FIBER ROLL DRAIN INLET PROTECTION SHALL USE A MIN. 12" DIAMETER ROLL AND BE INSTALLED

BEFORE CONSTRUCTION BEGINS.

2. GRAVEL BAGS SHALL BE FILLED WITH GRAVEL. SAND BAGS ARE NOT AN ACCEPTABLE SUBSTITUTE.

3. INSPECT AND REPAIR FIBER ROLLS EACH DAY AND AFTER EACH STORM EVENT. REMOVE SEDIMENT

WHEN ONE THIRD OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DISPOSED

OF PROPERLY.

4. SEDIMENT AND GRAVEL DEPOSITED ON ROADWAYS SHALL BE IMMEDIATELY REMOVED.

5. IN HIGH TRAFFIC AREAS, MARK DRAIN INLET PROTECTION WITH VISIBLE BARRIERS SUCH AS SAFETY

CONES.

6. REMOVE DRAIN INLET PROTECTION AFTER THE SURROUNDING AREA HAS BEEN STABILIZED.

INSTALLATION WITHIN PAVED AREAS

WEIGHTED FIBER ROLL OR

FIBER ROLL WITH GRAVEL

BAGS AS WEIGHTS

NON-WOVEN FILTER

FABRIC SET UNDER DRAIN

INLET

SCALE:6

BARRIER CURB DETAIL

NTS

R2" R1"

2% MIN.

2% MIN.

NOTES:

1.) INSTALL 2 #4 REINFORCING RODS

2.) AGGREGATE BASE PREPARATION SHALL COMPLY WITH

GEOTECHNICAL REPORT

3.) SUBGRADE PREPERATION SHALL COMPLY WITH

GEOTECHNICAL REPORT

4.) COMPACT AGGREGATE BASE TO 95% RELATIVE

COMPACTION COORDINATED W/ GEOTECH REPORT

2.5" 12"

PAVEMENT (SEE SITE

PLAN FOR TYPE)

COMPACTED

AGGREGATE BASE

(MNDOT CL5)

APPROVED SUBGRADE

1' -2

7" 1'-5" 2'-0"

6"

1"

8" 8"

6" M

IN

6"

6" 5"

PORTLAND CONCRETE CEMENT

PAVEMENT, BROOM FINISH SWEEP

PERPENDICULAR TO DIRECTION OF

TRAFFIC

COMPACTED AGGREGATE

BASE (MNDOT CL5)

APPROVED STRUCTURAL FILL

EXTEND BASE MATERIALS

8" BEYOND EDGE OF CONCRETE

NOTE

1) CONCRETE JOINT LAYOUT IS SHOWN ON THE PLANS. PROVIDE

EXPANSION JOINTS NEXT TO ALL FIXED OBJECTS.

TOPSOIL & TURF OR MULCH

CONT. #4 BARS 12" O.C. E.W.

3" CLR

2"

SCALE:8

CONCRETE PAVEMENT

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

SCALE:7

NOT USED

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

2" ACC BASE COURSE

1.5" ACC SURFACE COURSE

8" COMPACTED AGGREGATE BASE (MNDOT CL5)

APPROVED SUBGRADE

NON-WOVEN GEOTEXTILE

FABRIC

I 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

3' -2

/4

3"

5/

8" 3/ 4"

1/

8"

5/

8"

34"

58"

1/

2"

R1/4"

2'-1"

2'-0 1/4"

R3"

2"

1'-10"

PLAN VIEW

ELEVATION

SECTION

TF1869

14" REBAR

R18" TYP.

TF1465 TOP

5/8-11 INSERT (2)

REQUIRED FOR LIFTING

1/4-20 INSERT (1) REQUIRED

" CHAMFER

516" INSERTS (4) REQUIRED

12" CHAMFER

1/ 2" 3"

8"

R1/8"

1"

1/8"

2'-2 1/4"

1"

6" 6"

1' -1

/8

6" 6"

R1"

R9 5/8"

R11"

R1'- 0"

R1 '-0

/8

"R 1'

-1

/8

5"

4 3/4"

EJYB BMH

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

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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 # 18511Date:

Office of Design and Construction

Services

FORT SNELLING NATIONAL

CEMETERY GRAVESITE EXPANSION

894CM3044

JANUARY 14, 2026

7601 34TH AVE S, MINNEAPOLIS, MN, 55450

BID DOCUMENTS

IRRIGATION:

WATER IN MOTION

175 JAMES AVE N,

MINNEAPOLIS, MN, 55405

763.559.1010

TIMOTHY MALOOLY, CID, CIC,

CLIA

COST ESTIMATOR:

TOTAL COST MANAGEMENT

13602 DULUTH DRIVE,

APPLE VALLEY, MN, 55124

651.587.9286

BRYAN BERTRAND

GEOTECHNICAL ENGINEER:

TERRACON

13400 15TH AVE N,

PLYMOUTH, MN, 55441

763.489.3100

DAN MAHRT, PE

BID DOCUMENTS

2026.01.14

CS502

SITE PLAN DETAILS

FLUSH CURB

STREET PAVEMENT

BARRIER CURB OR ROLL CURB.

SEE PLAN FOR CURB TYPE.

6' ADJACENT TO SIDEWALK

2' ADJACENT TO GREEN SPACE

CURB TRANSITION

SCALE:1

CURB TRANSITION

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

NOTES:

1. CROSS SLOPE OF GUTTER SAME AS PAVEMENT

2. AT ALL TRENCHES 2-#4 REINFORCING RODS SHALL BE PLACED

IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH

3. INSTALL 2-#4 REINFORCING RODS AT CATCH BASINS NO LESS

THAN 10 FEET IN LENGTH

1/4" RAD. 10" RAD.

14"

24"6"

PAVEMENT (SEE PAVEMENT

SECTIONS)

COMPACTED AGGREGATE BASE

APPROVED

SUBGRADE (95%

COMPACTION OR

GREATER)

6"

SCALE:2

ROLL CURB AND GUTTER

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

ROLL CURB/ VALLEY GUTTER/ FLUSH CURB

BARRIER CURB

SEE DETAIL 1/CS504

BARRIER CURB

SEE DETAIL 1/CS504

6' ADJACENT TO SIDEWALK,

2' ADJACENT TO GREEN SPACE

6' ADJACENT TO SIDEWALK,

2' ADJACENT TO GREEN SPACE

TRANSITION PANEL

TRANSITION PANEL

SCALE:4

CURB TRANSITION ROLL CURB TO BARRIER CURB

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

13" 4.5"

.5"

8"

1"

6"

6.5"

6"

6" COMPACTED AGGREGATE BASE

(MNDOT CL5)

APPROVED SUBGRADE

R=1/4" R=1/4" R=1/4"

#4 LONGITUDINAL

REINFORCING BARS

12"

2.

5"

SCALE:3

FLUSH CURB

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

SCALE:6

CONCRETE TRASH RECEPTACLE WITH DOMED PLASTIC TOP

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

COMPACTED AGGREGATE BASE (MNDOT CL5)

SEE 6/CS502

SEE 6/CS502

REFER TO 1/CS503 FOR SIGN PLACEMENT

NOTE:

1. CONTRACTOR TO MATCH EXISTING STYLE & FINISH OF SITE CONCRETE TRASH RECEPTACLES.

2. BASIS OF…