Plans.pdf

SHERIDAN ROAD

LONGSTREET DR.

JEFFERSON DR.

MARK TW

AIN DR.

GE

NT

RY

R

OA

D

GRANT DR.

MIRAVALLE DR.

MIRAVALLE DR.

GENTRY RD.

BEEMAN DR.

ALGONQUIN DR.

GRAVES DR.

SHERIDAN ROAD

NORTH DR.

MIDDLE DR.

OLD POST NORTH DR.OLD POST EAST DR.

OLD POST EAST DR. OLD POST

SOUTH DR.

SOUTH DR.

LONGSTREET DR.

FIRST DRIVE SOUTH

BU

ND

Y

DR

HATCH DR.

GRAVES DR.EA

ST

R

OS

TR

UM

D R.

ROSTRUM DR.

LONGSTREET DR.

JEFFERSON DR.

MARK TW

AIN DR.

GE

NT

RY

R

OA

D

GRANT DR.

MIRAVALLE DR.

MIRAVALLE DR.

GENTRY RD.

GRANT DR.TR

UM

AN

D

R.

OMAR BRADLEY DR.

BEEMAN DR.

CARVER DR.

ALGONQUIN DR.

TRUMAN DR.

GRANT DR.

TRUMAN DR.

GRAVES DR.

OMAR BRADLEY DR.

MONUMENT DR.

CI

RC

LE

D

R.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ co ve r s he et.

dw g ed it:j fah re nk am p sa ve d:1 1/9

/20

2:

P M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

DEPARTMENT OF VETERANS AFFAIRS

JEFFERSON BARRACKS NATIONAL CEMETERY

IGC EXPANSION

VA PROJECT NO. 852-MM22-009

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, CIVIL ENGINEERING,

STRUCTURAL ENGINEERING, MECHANICAL

ENGINEERING, ELECTRICAL ENGINEERING,

LANDSCAPE ARCHITECTURE, ARCHITECTURE,

CEMETERY PLANNING

WATER IN MOTION, INC.

IRRIGATION ENGINEERING

GEOTECHNICS

GEOTECHNICAL ENGINEER

SITE DATA

JEFFERSON BARRACKS

NATIONAL CEMETERY

STREET ADDRESS:

2900 SHERIDAN RD.

SAINT LOUIS, MO 63125

2900 SHERIDAN ROAD, SAINT LOUIS, MISSOURI 63125

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: JESSICA FAHRENKAMP,

PROJECT MANAGER

PHONE: (763) 412-4000

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

CONTACT: TIMOTHY MALOOLY

PHONE: (952) 229-1911

4510 PARIS GRAVEL ROAD

HANNIBAL, MO 63401

CONTACT: B. JOSEPH SICK, P.E.

PHONE: (573) 221-7714

1 SITE VICINITY MAP

NTS 2 SITE LOCATION MAP

NTS

N N

PRIME CONSULTANT

GI001

1JFCHC

COVER SHEET

SHEET INDEX

GRAVESITE SUMMARY

INGROUND CREMAINS (IGC): 2,009 BURIAL SITES

SHEET TITLE PAGE

GENERAL

GI001 COVER SHEET 1

SURVEY

V-100 EXISTING CONDITIONS 2

SUBSURFACE BORING INFORMATION

B-101 BORING TEST PIT LOCATIONS 3

B-102 BORING LOGS 4

DEMOLITION

CD101 DEMOLITION PLAN 5

OPERATIONS

CO101 OPERATIONS ACCESS OVERALL 6

CO102 OPERATIONS LOGISTICS PROJECT SITE 7

SITE PLAN

CS101 GRAVESITE LAYOUT SECTION 8

CS102 GRAVESITE NUMBERING SECTION 9

CS501 SITE DETAILS 1 10

CS502 SITE DETAILS 2 11

GRADING & DRAINAGE

CG101 GRADING AND DRAINAGE PLAN 12

CG501 EROSION CONTROL DETAILS 1 13

EROSION CONTROL

CE101 STORM WATER POLLUTION PREVENTION PLAN 1 14

CE102 STORM WATER POLLUTION PREVENTION PLAN 2 15

PLANTING

LP101 RESTORATION PLAN 16

IRRIGATION

IR101 IRRIGATION PLAN 17

IR501 IRRIGATION DETAILS 1 18

IR502 IRRIGATION DETAILS 2 19

PROJECT

LOCATION

PROJECT

LOCATIONJEFFERSON BARRACKS

NATIONAL CEMETERY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ su rve y\_ ca d f ile s\1

_s _b as e.d wg e dit

:jfa hr en ka mp s av ed :11

/9/

:37 P

M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

KEY MAP N.T.S.

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

V-100

2DONH

EXISTING CONDITIONS

EXISTING

SECTION DD

EXISTING

SECTION CC

CHAPEL

BLDG #4401

ALG

ONQUIN

R D.

O M

AR

BR

AD

LEY D

R

MIR

AVALL

E D R.

B-1

B-2

B-3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ bo rin gs

.dw g ed it:j fah re nk am p sa ve d:1

1/9 /20

:36 P

M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

KEY MAP N.T.S.

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

N

SCALE:1

BORING TEST PIT LOCATIONS

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

0 20' 40'

LEGEND

B-101

3JFCHC

BORING TEST PIT LOCATIONS

SOIL BORING LOCATIONB-1

* GEOTECHNICAL REPORT IS CURRENTLY

BEING PREPARED FOR INCLUSION IN

FUTURE SUBMITTAL.

BORINGS GENERAL NOTES

EXISTING

SECTION DD

EXISTING

SECTION CC

EXISTING

SECTION EE

CHAPEL

BLDG #4401

EXISTING

SECTION

MS-C

ALG

ONQUIN

R D.

O M

AR

BR

AD

LEY D

R

MIR

AVALL

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ bo rin gs

.dw g ed it:j fah re nk am p sa ve d:1

1/9 /20

:36 P

M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

B-102

4JFCHC

BORING LOGS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ de mo .dw g ed it:j fah re nk am p sa ve d:1 1/1

4/2

3 1 1:0

2 A M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

KEY MAP N.T.S.

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

N

SCALE:1

DEMOLITION PLAN

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

0 20' 40'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EX. TREE TO BE REMOVED

TREE PROTECTION REQUIRED

INLET PROTECTION

CD101

5JFCHC

DEMOLITION PLAN

1. EXISTING SECTION MARKERS TO REMAIN

(TYP.)

2. EXISTING SITE AMENITIES TO REMAIN

(TYP.) UNLESS OTHERWISE NOTED

1 PROTECT EXISTING UTILITY TO

REMAIN

PROTECT EXISTING STORM

STRUCTURE/CLEANOUT

PROTECT EXISTING GRID MONUMENT

PROTECT EXISTING CURB AND

GUTTER

PROTECT EXISTING SIGNAGE

PROTECT EXISTING SITE FURNISHINGS

PROTECT EXISTING TREE, TYP.

GENERAL NOTES

KEY NOTES

EXISTING

SECTION DD

EXISTING

SECTION CC

EXISTING

SECTION EE

CHAPEL

BLDG #4401

EXISTING

SECTION

MS-C

ALG

ONQUIN

R D.

O M

AR

BR

AD

LEY D

R

MIR

AVALL

E D R.

X

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)

AS DEFINE BY LANDSCAPE ARCHITECT

[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 LANDSCAPE ARCHITECT

"D R

IP

LI

N E"

SCALE:2

TREE PROTECTION DETAIL

N.T.S.

SHERIDAN ROAD

NORTH DR.

MIDDLE DR.

OLD POST NORTH DR.

OLD POST EAST DR.

OLD POST EAST DR.

OLD POST

SOUTH DR.SOUTH DR.

LONGSTREET DR.

FIRST DRIVE SOUTH

BU

ND

Y

DR

HATCH DR.

GRAVES DR.EA

ST

R

OS

TR

UM

D R.

LONGSTREET DR.

FLAGSTAFF DR.

JEFFERSON DR.MARK TW

AIN DR.

GE

NT

RY

R

D

GRANT DR.

MIRAVALLE DR.

MIRAVALLE DR.

GENTRY RD.

GRANT DR.TR

UM

AN

D

R.

OMAR BRADLEY DR.

BEEMAN DR.

CARVER DR.

ALGONQUIN DR.

TRUMAN DR.

GRANT DR.

TRUMAN DR.

GRAVES DR.

OMAR BRADLEY DR.

MONUMENT DR.

CI

RC

LE

D

R.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ de mo .dw g ed it:j fah re nk am p sa ve d:1 1/1

4/2

3 1 1:0

2 A M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

KEY MAP N.T.S.

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

N

SCALE:1

OPERATIONS ACCESS OVERALL

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

0 20' 40'

CO101

6JFCHC

OPERATIONS ACCESS OVERALL

CO102

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

SILT FENCE

TEMP. CONSTRUCTION FENCE

CONSTRUCTION ACCESS

ROUTE

GENERAL NOTES

1 CONTRACTOR STAGING AREA: VERIFY WITH COR AND

CEMETERY PRIOR TO MOBILIZATION. PROTECT

EXISTING TREES.

INSTALL 6' HT. CHAINLINK CONSTRUCTION FENCE

WITH SCREENING. INSTALL GATES WHERE NEEDED

FOR ACCESS.

CONSTRUCTION ACCESS ROUTE AND ENTRANCE:

1. INSTALL GRAVEL CONSTRUCTION ACCESS

ENTRANCE PRIOR TO BEGINNING WORK ON IGC

GRAVE SECTION.

2. ALL CONSTRUCTION TRAFFIC TO UTILIZE THIS

ROUTE. OVERSIZE TRAILERS MAY USE CEMETERY

ROADWAYS IF NEEDED, COORDINATE WITH COR.

OVERWEIGHT LOADS NOT PERMITTED.

3. CONTRACTOR TO MAINTAIN GRAVELED ACCESS

ROADWAYS IN MUD FREE CONDITION DURING

CONSTRUCTION. ADD 3/4 INCH MINUS CRUSHED

GRAVEL AS NEEDED.

KEY NOTES

1. EXISTING SECTION MARKERS TO REMAIN (TYP.)

2. EXISTING SITE AMENITIES TO REMAIN (TYP.) UNLESS

OTHERWISE NOTED

3. CONTRACTOR TO PROVIDE TRAFFIC CONTROL

DURING CLOSURES. DISCUSS ALL ROAD CLOSURES

WITH CEMETERY STAFF AT LEAST 72 HOURS IN

ADVANCE OF CLOSURE.

4. CONTRACTOR REQUIRED TO PROVIDE SAFETY

SIGNAGE, BARRICADES, AND/OR CONSTRUCTION

FENCING TO PROTECT AREAS OF CONSTRUCTION

FROM GENERAL PUBLIC ACCESS.

5. ALL CONSTRUCTION SHALL COMPLY WITH

RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEER AND GEOTECHNICAL REPORT UNLESS

DIRECTED OTHERWISE.

6. ALL CONSTRUCTION SHALL COMPLY WITH MOST

CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED

OTHERWISE. WHERE WORK IS NOT COVERED BY NCA

SPECIFICATIONS, CONTRACTOR TO COMPLY WITH

2021 EDITION OF MODOT STANDARD CONSTRUCTION

SPECIFICATIONS.

7. ALL WORK TO BE PERFORMED IN A LEGAL MANNER

AND IN ACCORDANCE WITH FEDERAL, STATE, AND

LOCAL REGULATIONS.

8. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

9. PHASE DEMOLITION AS NEEDED TO MAINTAIN

DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

10. 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.

11. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

12. SUBSTITUTIONS FROM INFORMATION SHOWN

HEREON SHALL BE REVIEWED AND APPROVED BY

THE COR.

13. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE

THROUGHOUT CONSTRUCTION. CONTRACTOR TO

PHASE CONSTRUCTION ACTIVITIES AND PROVIDE

DEWATERING AS NECESSARY.

14. ALL CONSTRUCTION AREAS, INCLUDING

CONTRACTOR STAGING AREAS, TO BE FENCED OFF

WITH TEMPORARY CHAIN LINK FENCE. TEMPORARY

FENCING OR GATES ON PAVED AREAS SHALL BE ON

STANDS.

15. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL

CONDITION; CONTRACTORS STAGING ARE SHALL BE

RESTORED/REPLACED BY HYDROSEEDING WITH TALL

FESCUE.

16. SUBMIT TRAFFIC CONTROL PLAN IN ACCORDANCE

WITH LOCAL JURISDICTION/ODOT REQUIREMENTS

FOR INGRESS & EGRESS TO CEMETERY PROPERTY.

17. CONTRACTOR IS PROHIBITED TO USE CEMETERY

ROADS FOR CONSTRUCTION ACCESS, UNLESS

SHOWN. CONTRACTOR MAY BE REQUIRED TO

PROVIDE TEMPORARY SHORING, RETAINING WALLS,

ETC TO MAINTAIN ACCESS FROM STAGING AREA TO

PROJECT AREAS.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ de mo .dw g ed it:j fah re nk am p sa ve d:1 1/1

4/2

3 1 1:0

2 A M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

KEY MAP N.T.S.

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

N

SCALE:1

OPERATIONS LOGISTICS PROJECT SITE

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

0 20' 40'

CO102

7JFCHC

OPERATIONS LOGISTICS PROJECT

SITE

EXISTING

SECTION DD

EXISTING

SECTION CC

EXISTING

SECTION EE

CHAPEL

BLDG #4401

EXISTING

SECTION

MS-C

ALG

ONQUIN

R D. O

M

AR

BR

AD

LEY D

R

MIR

AVALL

E D R.

CONTRACTOR

STAGING AREA

CONSTRUCTION

SIGN; SEE 1/CS501

SAFETY SIGN;

SEE 2/CS501

ROCK

CONSTRUCTION

ENTRANCE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

SILT FENCE

TEMP. CONSTRUCTION FENCE

CONSTRUCTION ACCESS

ROUTE

GENERAL NOTES

1 CONTRACTOR STAGING AREA: VERIFY WITH COR AND

CEMETERY PRIOR TO MOBILIZATION. PROTECT

EXISTING TREES.

INSTALL 6' HT. CHAINLINK CONSTRUCTION FENCE

WITH SCREENING. INSTALL GATES WHERE NEEDED

FOR ACCESS.

CONSTRUCTION ACCESS ROUTE AND ENTRANCE:

1. INSTALL GRAVEL CONSTRUCTION ACCESS

ENTRANCE PRIOR TO BEGINNING WORK ON IGC

GRAVE SECTION.

2. ALL CONSTRUCTION TRAFFIC TO UTILIZE THIS

ROUTE. OVERSIZE TRAILERS MAY USE CEMETERY

ROADWAYS IF NEEDED, COORDINATE WITH COR.

OVERWEIGHT LOADS NOT PERMITTED.

3. CONTRACTOR TO MAINTAIN GRAVELED ACCESS

ROADWAYS IN MUD FREE CONDITION DURING

CONSTRUCTION. ADD 3/4 INCH MINUS CRUSHED

GRAVEL AS NEEDED.

KEY NOTES

1. EXISTING SECTION MARKERS TO REMAIN (TYP.)

2. EXISTING SITE AMENITIES TO REMAIN (TYP.) UNLESS

OTHERWISE NOTED

3. CONTRACTOR TO PROVIDE TRAFFIC CONTROL

DURING CLOSURES. DISCUSS ALL ROAD CLOSURES

WITH CEMETERY STAFF AT LEAST 72 HOURS IN

ADVANCE OF CLOSURE.

4. CONTRACTOR REQUIRED TO PROVIDE SAFETY

SIGNAGE, BARRICADES, AND/OR CONSTRUCTION

FENCING TO PROTECT AREAS OF CONSTRUCTION

FROM GENERAL PUBLIC ACCESS.

5. ALL CONSTRUCTION SHALL COMPLY WITH

RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEER AND GEOTECHNICAL REPORT UNLESS

DIRECTED OTHERWISE.

6. ALL CONSTRUCTION SHALL COMPLY WITH MOST

CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED

OTHERWISE. WHERE WORK IS NOT COVERED BY NCA

SPECIFICATIONS, CONTRACTOR TO COMPLY WITH

2021 EDITION OF MODOT STANDARD CONSTRUCTION

SPECIFICATIONS.

7. ALL WORK TO BE PERFORMED IN A LEGAL MANNER

AND IN ACCORDANCE WITH FEDERAL, STATE, AND

LOCAL REGULATIONS.

8. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

9. PHASE DEMOLITION AS NEEDED TO MAINTAIN

DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

10. 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.

11. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

12. SUBSTITUTIONS FROM INFORMATION SHOWN

HEREON SHALL BE REVIEWED AND APPROVED BY

THE COR.

13. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE

THROUGHOUT CONSTRUCTION. CONTRACTOR TO

PHASE CONSTRUCTION ACTIVITIES AND PROVIDE

DEWATERING AS NECESSARY.

14. ALL CONSTRUCTION AREAS, INCLUDING

CONTRACTOR STAGING AREAS, TO BE FENCED OFF

WITH TEMPORARY CHAIN LINK FENCE. TEMPORARY

FENCING OR GATES ON PAVED AREAS SHALL BE ON

STANDS.

15. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL

CONDITION; CONTRACTORS STAGING ARE SHALL BE

RESTORED/REPLACED BY HYDROSEEDING WITH TALL

FESCUE.

16. SUBMIT TRAFFIC CONTROL PLAN IN ACCORDANCE

WITH LOCAL JURISDICTION/ODOT REQUIREMENTS

FOR INGRESS & EGRESS TO CEMETERY PROPERTY.

17. CONTRACTOR IS PROHIBITED TO USE CEMETERY

ROADS FOR CONSTRUCTION ACCESS, UNLESS

SHOWN. CONTRACTOR MAY BE REQUIRED TO

PROVIDE TEMPORARY SHORING, RETAINING WALLS,

ETC TO MAINTAIN ACCESS FROM STAGING AREA TO

PROJECT AREAS.

122 121

107 106

115 114

109 108

105 104

101102103

125 124 123

10'-0"

24'-0"

4'-0"

TYP.

52'-0" 8'-0" 52'-0" 8'-0" 52'-0"

8'-0" 52'-0" 52'-0"

0'

-0

6'

-0

2'

-1

2'

-0 " 12

4' -2

8'-0"

4' -0

T

YP

60'-0"

TYP.

'-0

TY

P.

1GJ

'-0

16'-4"

10'-4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ sit e.d wg e dit :jfa hr en ka mp s av ed

:11 /2/

2:

P M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

KEY MAP N.T.S.

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

N

SCALE:1

GRAVESITE LAYOUT SECTION

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

0 20' 40'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

HEADSTONE DIRECTION

GRAVESITE NUMBER

GRAVESITE GRID MONUMENT

SECTION MARKER

CS101

8JFCHC

GRAVESITE LAYOUT SECTION

EXISTING

SECTION DD

EXISTING

SECTION CC

EXISTING

SECTION EE

CHAPEL

BLDG #4401

EXISTING

SECTION

MS-C

ALG

ONQUIN

R D.

O M

AR

BR

AD

LEY D

R

MIR

AVALL

E D R.

IN-GROUND

CREMAINS

1. THE GRAVE PLOT LAYOUT SIZE IS A 4'-0"

X 4'-0" INDIVIDUAL SPACE.

2. IRRIGATION ISLES SHALL BE 8FT WIDE

FOR IN-GROUND CREMATION AREA.

3. ALL LAWNS & IRRIGATION LINES WITHIN

THE BURIAL SECTIONS SHALL BE

INSTALLED AND ACCEPTED PRIOR TO

MONUMENT-BASE PLACEMENT; ALL

LAWNS & IRRIGATION LINES DAMAGED

DURING INSTALLATION SHALL BE

REPAIRED AT CONTRACTOR'S EXPENSE.

4. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

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 SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

5. 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.

6. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

7. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

8. 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.

GRAVESITE LAYOUT NOTES

SECTION MARKER WITH APPROPRIATE

SECTION NUMBER; AS VERIFIED WITH

NCA. LAYOUT COORDINATE IS TO

CENTER OF MARKER; SEE DETAIL

4/CS501 & 5/CS501

GRAVESITE GRID MONUMENT SET IN

CONCRETE SEE DETAIL 3/CS501

EXISTING SIGNAGE TO REMAIN.

KEYNOTES:

GRAVESITE CONSTRUCTION

NEW FLOWER

WATERING STATION

3 3

TYP.

NEW FLOWER

WATERING STATION

107 106

115 114

109 108

105 104

101102103

125 124 123

1GJ

380381382

338339

467468469470471

423424425426

803804805806807808809810811812813814

752753754755756757758759760761762

702703704705706707708709710711

653654655656657658659660661

605606607608609610611612

558559560561562563564

512513514515516517

959960961962963964965966967968969970

907908909910911912913914915916917918

855856857858859860861862863864865866

103104

102105106107108

737677

247248

208209

171172

136137

246249250251252253254

207210211212213214215

170173174175176177178

135138139140141142143

255256257258

216217218219

179180

367368369370371372373374375376377378

325326327328329330331332333334335336

286287288289290291292293294295296297

454455456457458459460461462463464465

410411412413414415416417418419420421

23 14567

89929394959697

60636465666768

34373839404142

12151617181920

9899100101

69707172

43444546

21222324

185186187188189190191192

222223

183184

146147

111112

220221

181182

144145

109110

224225226227228229230231

148149150151152153154155

113114115116117118119120

8081828384858687

5152535455565758

234235

195196

158159

123124

2526272831 293032

233236237238239240241

194197198199200201202

157160161162163164165

122125126127128129130

242243244245

203204205206

166167168169

131132133134

340341342343344345346347348349350351

298299300301302303304305306307308309

265 259260261262263264268 266267270 269

763764765766767768769770771772773774

712713714715716717718719720721722723

662663664665 665A667668669670671672673

613614615616617618619620621622623624

565566567568569570571572573574575576

518519520521522523524525526527528529

472473474475476477478479480481482483

427428429430431432433434435436437438

383389 384385386387388392 390391394 393

919920921922923924925926927928929930

867868869870871872873874875876877878

821 815816817818819820824 822823826 825

971982 972973974975976977978979980981

354355356357358359360361362363364365

312313314315316317318319320321322323

273274275276277278279280281282283284

777778779780781782783784785786787788

726727728729730731732733734735736737

676677678679680681682683684685686687

627628629630631632633634635636637638

579580581582583584585586587588589590

532533534535536537538539540541542543

486487488489490491492493494495496497

441442443444445446447448449450451452

397398399400401402403404405406407408

933934935936937938939940941942943944

881882883884885886887888889890891892

829830831832833834835836837838839840

985986987988989990991992993994995996

790791792793794795796797798799800801

739740741742743744745746747748749750

689690691692693694695696697698699700

640641642643644645646647648649650651

592593594595596597598599600601602603

545546547548549550551552553554555556

499500501502503504505506507508509510

946947948949950951952953954955956957

894895896897898899900901902903904905

842843844845846847848849850851852853

998999

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ sit e.d wg e dit :jfa hr en ka mp s av ed

:11 /2/

2:

P M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

KEY MAP N.T.S.

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

N

SCALE:1

GRAVESITE NUMBERING SECTION

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

0 20' 40'

CS102

9JFCHC

GRAVESITE NUMBERING SECTION

EXISTING

SECTION DD

EXISTING

SECTION CC

EXISTING

SECTION EE

CHAPEL

BLDG #4401

EXISTING

SECTION

MS-C

ALG

ONQUIN

R D.

O M

AR

BR

AD

LEY D

R

MIR

AVALL

E D R.

IN-GROUND

CREMAINS

LEGEND

PROPERTY LIMITS

HEADSTONE DIRECTION

GRAVESITE NUMBER

GRAVESITE GRID MONUMENT

SECTION MARKER

GRAVESITE NUMBER

NOTE:

ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS

TO BE HORIZONTAL AND OCCUR BETWEEN

LINES OF LETTERING.

ALL LETTERING TO BE PAINTED BLACK

WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE

2" 5"

9" M

AX.

1'-0" 5"

14" M

AX.

2" 5"

5" 2"

4'-0" M

IN

3'-0"

6"

6'-0"

8'-0"

5" 5" of Veterans Affairs

U.S. Department

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

BACKGROUND TO BE

PAINTED WHITE

BORDER MEMBER PAINTED BLACK PAINT BORDER

MEMBER BLACK

ENAMEL

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

2"X4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

WHITE ENAMEL

2"X4" FRAME

AND BRACE IN

BACK

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE OPTIMA

BOLD STYLE 1 1/2" HIGH TO

BE CENTERED HORIZONTAL

4"X4" POSTS

PAINTED WHITE

ELEVATION SECTION

ON CENTERLINE

JEFFERSON BARRACKS NATIONAL

CEMETERY GRAEVESITE EXPANSION

THIS SPACE FOR

CONTRACTOR'S NAME ONE

OR TWO LINES AS REQUIRED

DESIGNED AND SUPERVISED BY: DEPARTMENT

OF VETERANS AFFAIRS WASHINGTON D.C. AND

ANDERSON ENGINEERING OF MN. LLC

GENERAL CONTRACTOR

TEMPORARY CONSTRUCTION SIGNS TO

BE FIELD LOCATED. VERIFY LOCATION

WITH SOR/COR.

SP24.1

2" 4"

3' -0

VA

R

IE

S

GENERAL CONTRACTOR

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

ZERO

Department of Veterans Affairs

3' -0

4'-0"

2" 1 3/4"

2"

BLUE

BLUE OUTLINE

WITH

WHITE INTERIOR

JOINT

BRACING

4"X4" POST

FIN. GRADE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

THIS SHEET

RED RED

WHITE

BLUE

ELEVATION

WOOD STRIPS

THE LIFE YOU SAVE MAY BE YOUR OWN

SP24.04

SEC

1GJ

2-1/4"

2' -0

M

AT

C H

E

XI

ST

IN

G O

N S

IT

E

TO

S

EC

TI

O N

S D

D

C C

6" 6"

2"

8"6-1/2"

2"

1-1/2"7"

NOTE:

-"SEC" LETTERS; 1-1/2" HT., 3/15"

DEPTH, 3/16" STEMS AND BARS;

TEXT FOR SECTION ID

NUMBERSENGRAVED 2" HT., 3/16"

DEPTH, 3/8" STEMS AND BARS.

CORNERS AND EDGES

INCLUDING 2" BELOW

GROUND LEVEL ROUNDED

TO 3/8" RADIUS (TYP.)

FINISHED GRADE

SECTION

3" DEPTH WOOD

MULCH; MATCH

EXISTING ON SITE

COMPACTED

GRANULAR FILL

3" MIN

3" MIN

3 1/2"

NOTE:

1. CENTER POINT OF BURIAL CONTROL

MONUMENT GRID SHALL BE WITHIN 0.05 FT

OF THE POINT DESIGNATED ON

THE PLANS.

6"

3"

PLAN VIEW

4' -0

1" DIAMETER x 2 1/4" DEEP HOLE.

SET MARKER WITH NON METALLIC,

NON SHRINK GROUT.

6" DIAMETER, 1'-6" LONG CAST IN PLACE

OR PRECAST CONCRETE MONUMENT

REINFORCED WITH 1 #6 REBAR, 14"

LONG, 1" CLEAR FROM FACE.

*IF PRECAST CONCRETE MONUMENT,

INSTALL 6" MINIMUM GROUT AROUND

DIAMETER OF MONUMENT

SET FLUSH WITH FINISHED GRADE

SMOOTH TROWEL FINISH TOP SURFACE,

ENSURE POSITIVE DRAINAGE

DOMED-TOP MONUMENT MARKER,

SEE DETAIL

BRONZE DOMED-TOP MONUMENT

MARKER LOCATED WITHIN 4" DIA.

PLACEMENT CIRCLE

4" DIA. PLACEMENT CIRCLE

CENTERED ON CONCRETE

MONUMENT

SLOPE CONCRETE AWAY FROM

CENTER OF CONCRETE BURIAL

MONUMENT

SECTION

BRONZE DOMED-TOP

MONUMENT MARKER 3-1/2" DIA.

SPLIT STYLE STEM AND

INTEGRAL LOCATION MAGNET

FIELD STAMPED CROSS HAIRS:

MAX. LENGTH 3/4", MIN. LENGTH

1/2". 1

16" MIN. DEPTH CROSS

HAIRS SHALL BE LOCATED

WITHIN ENGRAVED CIRCLE.

ALIGN CROSS HAIRS WITH

GRAVESITE GRID LINES.

REQUIRED 3/16" HIGH TEXT

ENGRAVED ON CAP

ENGRAVED 1" DIA. CIRCLE

CENTERED IN MONUMENT

MARKER

MONUMENT MARKER

6" DEPTH COMPACTED

GRANULAR FILL

6" TOPSOIL

R1

2" TOOLED, ENTIRE EDGE OF

MONUMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ sit e d eta ils .dw g ed it:j fah re nk am p sa ve d:1 1/1

4/2

3 1 2:3

4 P M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

SCALE:3

GRAVESITE MONUMENT MARKER

N.T.S.

CS501

10JFCHC

SITE DETAILS 1

NOTES:

1. CENTER POINT OF BURIAL CONTROL

MONUMENT GRID SHALL BE WITHIN

0.05 FT OF THE POINT DESIGNATED

ON THE PLANS.

2. CONCRETE TO EXTEND BELOW

FROST DEPTH

8" MAX. TO

TOP OF DOME

SCALE:2

SAFETY AND CONSTRUCTION SIGN

N.T.S.SCALE:1

PROJECT CONSTRUCTION SIGN

N.T.S.

SCALE:4

GRANITE SECTION MARKER

N.T.S. SCALE:5

EXISTING SECTION MARKERS ON SITE

N.T.S.

8'-0"

1'-6"

3'-0" 3'-0"

2'-6" 2'-6"

1' -6

8"

5" THICK REINFORCED CONC.

PAD W/ 1/4" RADIUS @ EDGE,

TYP. MEDIUM BROOM FINISH,

RUB OUT ALL SURFACE TOOL

MARKS

TRASH RECEPTACLE:

TAPERED DOME LID W/

SELF-CLOSING DOOR

4' -0

2'-0"

2' -6

1'-6"

FLOWER VASE

RECEPTACLE W/

CUSTOM HINGED

LID & FLORAL

DECALS

HANDLE

REFERENCE POINT

COPPER TUBING BELOW GRADE

TO VALVE BOX, SEE SECTION

2% MAX SLOPE

EITHER

DIRECTION

SECTION

SEE

SECTION

SEE

SIGN

DO

NOT

DRINK

4"

1" 11 2"

1' -0

NOTE: ALL EXPOSED HARDWARE

SHALL BE PAINTED TO MATCH

ADJOINING MATERIAL COLOR.

1" 5"

1 2" 11 4"

3 8" 11 4"

3 8" 11 4"

1"

4" 4"

8" SQUARE S.S. TUBE W/ S.S CAP.

SECURE CAP TO POST W/ 14" DIA SS

TAMPER-PROOF SCREWS ON EACH

SIDE (4)

8" 3

8"

SECURE W/ STAINLESS STEEL

TAMPER-PROOF SCREWS &

EXPANSION SHIELDS

1/8" THICK ALUMINUM

SIGN PANEL ON 3 SIDES OF POST

FLORAL

REGULATIONS

FRESH CUT FLOWERS MAY BE PLACED ON GRAVES AT ANY TIME. TEMPORARY FLOWER

CONTAINERS ARE AVAILABLE.

FLORAL ITEMS WILL BE REMOVED WHEN THEY BECOME UNSIGHTLY.

ARTIFICIAL FLOWERS MAY BE ALLOWED ON GRAVES FROM NOVEMBER 1ST TO MARCH 1ST.

CHRISTMAS WREATHS, GRAVE BLANKETS AND OTHER SEASONAL ADORNMENTS ARE

PERMITTED ON GRAVES FROM DECEMBER 1ST THROUGH JANUARY 20TH.

PERMANENT PLANTINGS, STATUES, VIGIL LIGHTS, BREAKABLE OBJECTS AND SIMILAR ITEMS

ARE NOT PERMITTED ON GRAVES AT ANY TIME.

PERMANENT ITEMS REMOVED FROM GRAVES WILL BE PLACED IN AN INCONSPICUOUS

HOLDING AREA FOR ONE MONTH PRIOR TO DISPOSAL. DECORATIVE ITEMS REMOVED FROM

GRAVES REMAIN THE PROPERTY OF THE DONOR BUT ARE UNDER THE CUSTODIANSHIP OF THE

CEMETERY. IF NOT RETRIEVED BY THE DONOR, THEY ARE THEN GOVERNED BY THE RULES FOR

DISPOSAL OF FEDERAL PROPERTY.

FLORAL ITEMS AND OTHER TYPES OF DECORATIONS WILL NOT BE SECURED TO HEADSTONES

OR MARKERS.

1/

2"

1/ 2"

1/

2"

1'-0"

EQ EQ

8"

1/ 4"

1/4"

8"

NOTE:

-MINIMUM 1'-6" FROM

EDGES OF SIDEWALK

CONCRETE PAD

ANCHOR RECEPTACLES

W/STAINLESS STEEL

EXPANSION SHIELDS &

BOLTS PER

MANUFACTURER

SIGN FOR "TRASH" AS NOTED.

CLEAR DECAL W/

WHITE LETTERING, OPTIMA BOLD

TYPEFACE 1-1/2" HIGH.

DECAL SHALL BE LOCATED ON 4

SIDES OF EACH RECEPTACLE.

Trash

VICTOR

STANLEY S-42

OR APPROVED

EQUAL

VICTOR STANLEY S-424

OR APPROVED EQUAL

SIGN FOR "FLOWER

VASES" AS NOTED.

CLEAR DECAL W/

WHITE LETTERING,

OPTIMA BOLD

TYPEFACE 1-1/2" HIGH.

DECAL SHALL BE

LOCATED ON 4 SIDES

OF EACH RECEPTACLE.

5'-0"

Flower Vases

CS502

BRONZE WATER SPIGOT

8" SQUARE S.S. TUBING,

WITH S.S. CAP

2' -0

2' -4

8'-0"

3" DIA. BRASS

ESCUTCHEON PLATE

1/3" SQUARE HOLE

FOR ANCHOR BOLT

TRASH RECEPTACLE:

TAPERED DOME LID W/

SELF-CLOSING DOOR

FLOWER VASE

RECEPTACLE:

CUSTOM HINGED

LID W/FLORAL

DECALS

HANDLE

8"

1' -6

1'-6" 2'-6" 2'-6"

REFERENCE POINT

TOP VIEW

Flower Vases

1'-6"

4'-0"

FINISHED GRADE

12" X 22" CONCRETE

VALVE BOX WITH

POLYMER CONCRETE LID

PVC PIPE RISER

8" WASHED ROUND GRAVEL

8" WASHED ROUND GRAVEL

1/2" TYPE K

COPPER PIPING

FILTER FABRIC

3" MIN DEPTH OF 34 "

WASHED GRAVEL

4 " x 12 " THREADED

COPPER ADAPTOR

BRICK (CONTINUOUS

AROUND BOTTOM OF

VALVE BOX

2" 90° PVC ELBOW

2" X 3/4" PVC REDUCER

1" TYPE K COPPER PIPING

(LENGTH AS REQUIRED)

MAINLINE PIPE

SCH 40 PVC 1-INCH

MALE ADAPTER

2' -5

1'-2"

CONCRETE FOOTING

STEEL FINS, WELD TO

STEEL TUBING

COMPACTED

GRANULAR FILL

1/2" EXPANSION JOINT

SEE SPIGOT

CONNECTION DETAIL

EXISTING CURB

1/2" EXPANSION JOINT

BRASS ADJUSTABLE PRESSURE REGULATOR

BRASS NIPPLE

4" THREADED CURB STOP VALVE

SCH 40 PVC REDUCING MALE ADAPTER (1 of 2)

BRASS SPIGOT

1/2" COPPER TUBING

1/2" BRASS 90 DEGREE ELBOW

1/2" BRASS MALE NIPPLE

3" DIA. BRASS ESCUTCHEON

PLATE, SMOOTH FINISH &

ROUND EDGES; TIGHTEN BRASS

SPIGOT TIGHT TO PLATE;

SUBMIT SHOP DRAWINGS.

SQUARE STEEL TUBING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ sit e d eta ils .dw g ed it:j fah re nk am p sa ve d:1 1/1

4/2

3 1 2:3

4 P M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

CS502

11JFCHC

SITE DETAILS 2

SCALE:2

DO NOT DRINK SIGN

NOT TO SCALE

CLEAR DETAILS WITH

WHITE LETTERING,

MATTE FINISH.

LETTERING TO BE OPTIMA

BOLD, 3/16" HIGH

LID HINGE

CLEAR DETAILS WITH

WHITE LETTERING,

MATTE FINISH.

LETTERING TO BE OPTIMA

BOLD, 1" HIGH

SCALE:1

FLOWER WATER STATION

NOT TO SCALE SCALE:3

FLORAL REGULATIONS DECALS

NOT TO SCALE

SECTION ELEVATION

NOT TO SCALE

PLAN

NOT TO SCALE

BOTTOM OF RECEPTACLES

NOT TO SCALE

SPIGOT CONNECTION DETAIL

NOT TO SCALE

*NOTE: TEXT TO BE PROVIDED AND APPROVED BY RE/COR

107 106

115 114

109 108

105 104

101102103

125 124 123

B-1

B-2

B-3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ gr ad .dw g ed it:j fah re nk am p sa ve d:1 1/1

4/2

3 1 2:2

4 P M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

N

SCALE:1

GRADING AND DRAINAGE PLAN

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

0 20' 40'

LEGEND

CG101

12JFCHC

GRADING AND DRAINAGE PLAN

EXISTING

SECTION DD

EXISTING

SECTION CC

EXISTING

SECTION EE

CHAPEL

BLDG #4401

EXISTING

SECTION C

IGC

SECTION

1GJ

ALG

ONQUIN

R D.

O M

AR

BR

AD

LEY D

R

MIR

AVALL

E D R.

PROPERTY LIMITS

CONSTRUCTION LIMITS

HEADSTONE DIRECTION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MAJOR CONTOUR

NEW MINOR CONTOUR

DRAINAGE DIRECTION / FLOW

10%

10%

8%

EXCAVATION NOTES

OVER EXCAVATION :

1. CONTRACTOR SHALL OVER EXCAVATE:

MIN. 3' FEET BELOW PROPOSED

FINISHED GRADE WITHIN NEW

GRAVESITE EXTENTS. PROVIDE

AS-BUILT SURVEY TO VERIFY

EXCAVATION DEPTHS AND EXTENTS.

SCHEDULE VISUAL INSPECTION BY VA

PRIOR TO BACKFILL.

2. CLEAN EXCAVATED MATERIAL MAY BE

UTILIZED FOR FILL MEETING

SPECIFICATIONS REQUIREMENTS FOR

FILL.

REMOVAL

3. ALL ROCK EXCAVATION SHALL BE

PERFORMED BY MECHANICAL

REMOVAL.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ sit e d eta ils .dw g ed it:j fah re nk am p sa ve d:1 1/1

4/2

3 1 2:3

4 P M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

CG501

13JFCHC

EROSION CONTROL DETAILS 1

ROCK CONSTRUCTION ENTRANCE

E2

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ sw pp p.d wg e dit

:jfa hr en ka mp s av ed :11

/14 /20

:34 P

M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

CE101

14JFCHC

STORM WATER POLLUTION

PREVENTION PLAN 1

1.1 PURPOSE: DEVELOPMENT, IMPLEMENTATION AND MAINTENANCE OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) WILL

PROVIDE THE FACILITY OWNERS/OPERATORS WITH THE TOOLS TO REDUCE POLLUTANTS CONTAINED IN STORMWATER

DISCHARGES AND COMPLY WITH THE REQUIREMENTS OF THE MISSOURI STATE OPERATING PERMIT ISSUED BY THE

MISSOURI DEPARTMENT OF NATURAL RESOURCES (PERMIT NO.ENTER PERMIT NUMBER.). THE PRIMARY PURPOSE OF THE

SWPPP WILL BE TO:

· IDENTIFY POTENTIAL SOURCES OF POLLUTANTS THAT AFFECT STORMWATER DISCHARGES FROM CONSTRUCTION LIMITS.

· DESCRIBE THE BEST MANAGEMENT PRACTICES THAT WILL BE IMPLEMENTED TO PREVENT OR CONTROL RELEASES OF

POLLUTANTS IN STORMWATER DISCHARGES.

· CREATE AN INSPECTION SCHEDULE TO ENSURE THAT THE PRACTICES DESCRIBED IN THIS SWPPP ARE IMPLEMENTED AND TO

EVALUATE THE PLAN’S EFFECTIVENESS IN REDUCING THE POLLUTANT LEVELS IN STORMWATER DISCHARGES.

1.2 SWPPP REVISIONS: THE FACILITY MUST REVISE THIS SWPPP UNDER THE FOLLOWING CONDITIONS: (1) WHENEVER THERE IS A

CHANGE IN THE FACILITY DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE THAT AFFECTS THE FACILITY’S

POTENTIAL SOURCES OF POLLUTANTS THAT MAY IMPACT STORM WATER DISCHARGES; (2) WHENEVER AN

INSPECTION BY A LOCAL, STATE, OR FEDERAL OFFICIAL DETERMINES THAT MODIFICATIONS TO THE SWPPP ARE

NECESSARY; (3) WHENEVER A SPILL, LEAK OR OTHER RELEASE OCCURS AT THE FACILITY; (4) UPON RENEWAL OF

THE OPERATING PERMIT; (5) IF THE PLAN PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY

MINIMIZING POLLUTANTS IDENTIFIED IN THE PERMIT EITHER AS BENCHMARK OR DISCHARGE LIMITATIONS; OR, AS

REQUIRED PER THE SPECIFIC PERMIT SWPPP CONDITIONS.

REVISIONS MUST OCCUR AS SOON AS POSSIBLE, BUT NO LATER THAN 30 DAYS AFTER THE CHANGE OCCURS OR

30 DAYS AFTER REISSUANCE OF THE PERMIT. THE SWPPP COORDINATOR IS RESPONSIBLE FOR INITIATING AND

COORDINATING SUCH REVISIONS.

2.1 FACILITY INFORMATION: NAME: JEFFERSON BARRACKS NATIONAL CEMETERY

ADDRESS: 2900 SHERIDAN RD.

CITY/STATE/ZIP: ST. LOUIS, MO, 63125

COUNTY: ST. LOUIS

TELEPHONE: (314) 845-8320

EMAIL:

PERMIT #:

PRIMARY INDUSTRIAL ACTIVITY SIC CODE: 6553

LATITUDE/LONGITUDE:

MAIN ENTRANCE: LATITUDE: 38.499 LONGITUDE: -90.288

UTM EASTING: 736477.05 UTM NORTHING: 4264683.97

OUTFALL LOCATION(S):

OUTFALL 001: LATITUDE/EASTING: LONGITUDE/NORTHING:

IS THE FACILITY CONSIDERED A FEDERAL FACILITY? YES X NO

NAME AND CONTACT FOR OPERATION AGENCY:

DISCHARGE/RECEIVING STREAM INFORMATION:

DOES THIS FACILITY DISCHARGE STORMWATER INTO A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)? YES NO

MS4 OPERATOR CONTACT:

RECEIVING WATERS:

DOES THIS FACILITY DISCHARGE INDUSTRIAL STORMWATER DIRECTLY INTO ANY SEGMENT OF A METROPOLITAN NO DISCHARGE STREAM?

NOTE: DISCHARGE TO METROPOLITAN NO-DISCHARGE STREAMS IS PROHIBITED, EXCEPT AS SPECIFICALLY PERMITTED UNDER THE WATER

QUALITY STANDARDS 10 CSR 20-7.031 AND NON-CONTAMINATED STORM WATER FLOWS. METROPOLITAN NO DISCHARGE STREAMS CAN BE

FOUND IN TABLE F OF 10 CSR 20-7.031 WATER QUALITY STANDARD. YES NO

DOES THIS FACILITY DISCHARGE INDUSTRIAL STORMWATER DIRECTLY INTO ANY SEGMENT OF AN OUTSTANDING NATIONAL RESOURCE

WATER OR OUTSTANDING STATE RESOURCE WATER AS LISTED IN TABLES D AND E OF 10 CSR 20-7.031WATER QUALITY STANDARDS? NOTE:

DISCHARGE TO THESE STREAMS IS RESTRICTED/LIMITED PER 10 CSR 20-7.015 (6). YES NO

DOES THIS FACILITY DISCHARGE INDUSTRIAL STORMWATER DIRECTLY INTO ANY SEGMENT OF AN IMPAIRED WATER? IMPAIRED WATER

LISTINGS CAN BE FOUND AT DNR.MO.GOV/ENV/WPP/WATERQUALITY/303D/. YES NO

2.2 FACILITY CONTACT INFORMATION (CONTRACTOR TO COMPLETE):

FACILITY OWNERS:

NAME:

ADDRESS:

CITY/STATE/ZIP:

TELEPHONE:

FACILITY OPERATORS:

NAME:

ADDRESS:

CITY/STATE/ZIP:

TELEPHONE:

CELL:

EMAIL:

SWPPP CONTACT:

PRIMARY CONTACT:

NAME: GARY JOHNSON

TITLE: SWPPP DESIGNER

TELEPHONE: (763) 412-000

SECONDARY CONTACT:

NAME:

TITLE:

TELEPHONE:

EMAIL:

2.3 SWPPP TEAM MEMBERS (CONTRACTOR TO COMPLETE):

SWPPP COORDINATOR:

RESPONSIBILITIES:

• IMPLEMENT THE SWPPP.

• OVERSEE MAINTENANCE PRACTICES IDENTIFIED AS BMPS IN THE SWPPP.

• IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORDS MANAGEMENT.

• IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND MAKE SURE THEY ARE CORRECTED.

• MAINTAIN REPORTS AND RECORDS.

• ENSURE THAT ANY CHANGES IN FACILITY OPERATION ARE ADDRESSED IN THE SWPPP.

STAFF:

RESPONSIBILITIES:

• ASSIST SWPPP COORDINATOR WITH IMPLEMENTING THE SWPPP.

• RESPONSIBLE FOR ROUTINE MAINTENANCE AND APPLICABLE BMPS.

• ENSURE THAT ALL HOUSEKEEPING AND MONITORING PROCEDURES ARE IMPLEMENTED.

• CONDUCT MONTHLY SWPPP INSPECTIONS AND UPDATE RECORDS.

2.4 SITE DESCRIPTION AND ACTIVITIES:

THE EXTENTS OF THE PROJECT INCLUDES 1.5 ACRES OF LAND LOCATED ADJACENT TO OMAR BRADLEY DRIVE AND ALGONQUIN ROAD.

CONSTRUCTION ACTIVITIES WILL INCLUDE IN-GROUND CREMATION (IGC) SECTION. THE PROJECT WILL ALSO INCLUDE WATER AND

IRRIGATION UPDATES AND CONNECTIONS.

2.5 GENERAL LOCATION MAP:

1-MILE RADIUS

2.6 SITE MAP:

3.1 MATERIAL INVENTORY (CONTRACTOR TO COMPLETE):

INDUSTRIAL ACTIVITIES TRADE NAME OR DESCRIPTION OF POTENTIAL

POLLUTANTS

ESTIMATED AMOUNT USED ANNUALLY

(GAL/LBS)

3.2 LOCATION OF POTENTIAL STORMWATER CONTAMINATION (CONTRACTOR TO COMPLETE):

POTENTIAL STORMWATER

CONTAMINATION POINT POTENTIAL SOURCE AREA OF POTENTIAL TO IMPACT POTENTIAL PLAN

3.3 HISTORICAL SPILLS AND LEAKS RECORD (CONTRACTOR TO COMPLETE):

ANY EMERGENCY INVOLVING A HAZARDOUS SUBSTANCE MUST BE REPORTED TO THE DEPARTMENT’S 24-HOUR ENVIRONMENTAL

EMERGENCY RESPONSE HOTLINE AT (573) 634-2436 AT THE EARLIEST PRACTICABLE MOMENT AFTER DISCOVERY. THE DEPARTMENT MAY

REQUIRE THE SUBMITTAL OF A WRITTEN REPORT DETAILING MEASURES TAKEN TO CLEAN UP A SPILL. THESE REPORTING REQUIREMENTS

APPLY WHEN THE SPILL RESULTS IN CHEMICALS OR MATERIALS LEAVING THE PERMITTED PROPERTY OR REACHING WATERS OF THE

STATE. THIS REQUIREMENT IS IN ADDITION TO THE NONCOMPLIANCE REPORTING REQUIREMENT FOUND IN STANDARD CONDITIONS PART I.

UNDERGROUND AND ABOVE GROUND STORAGE DEVICES FOR PETROLEUM PRODUCTS, VEGETABLE OILS AND ANIMAL FATS ARE SUBJECT

TO CONTROL UNDER SPCC AND ARE EXPECTED TO BE MANAGED UNDER THOSE PROVISIONS. SUBSTANCES REGULATED BY FEDERAL LAW

UNDER THE RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) OR THE COMPREHENSIVE ENVIRONMENTAL RESPONSE, COMPENSATION, AND LIABILITY ACT (CERCLA) WHICH ARE TRANSPORTED, STORED, OR USED FOR MAINTENANCE, CLEANING OR REPAIR

SHALL BE MANAGED ACCORDING TO THE PROVISIONS OF RCRA AND CERCLA.

PROJECT

LOCATION

PROJECT

LOCATION

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\17

2 v a n ca m idw es t d ist ric t -jb nc igc se cti on s\_ ci vil

\_0 1 c ad fil es \_0

1 s he ets \17

2_ c_ sw pp p.d wg e dit

:jfa hr en ka mp s av ed :11

/14 /20

:34 P

M

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 STAMPCONSULTANTS

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 # 17312

852-MM22-009

NOVEMBER 14, 2023

2900 SHERIDAN RD, ST. LOUIS, MO 63125

BID DOCUMENTS

Date:

GEOTECHNICAL:

GEOTECHNICS

4510 Paris Gravel Road

HANNIBAL, MO 63401

(573) 221-7714

B. JOSEPH SICK, PE

OF 19

IRRIGATION:

WATER IN MOTION,

INC.

175 JAMES AVE. NORTH

MINNEAPOLIS, MN 55405

(952) 229-1911

Office of Construction and Facilities Management

BID DOCUMENTS

TIMOTHY MALOOLY

JEFFERSON BARRACKS NATIONAL

CEMETERY IN-GROUND CREMATION

11/14/2023

CE102

15JFCHC

STORM WATER POLLUTION

PREVENTION PLAN 2

RECORDS OF EACH REPORTABLE SPILL SHALL BE RETAINED FOR A MINIMUM OF 5 YEARS OR AS REQUIRED PER APPLICABLE REGULATION.

SUCH REPORTS MUST INCLUDE THE TYPE OF MATERIAL SPILLED, VOLUME, DATE OF SPILL, DATE CLEAN-UP WAS COMPLETED, CLEAN-UP

METHOD, AND FINAL DISPOSAL METHOD. RECORD OF HISTORICAL SPILLS AND LEAKS MAY BE STORED WITH THE SPILL PREVENTION

CONTROL AND COUNTERMEASURES (SPCC) PLAN IF APPLICABLE.

DATE DESCRIPTION OUTFALL

3.4 UNAUTHORIZED NON-STORMWATER DISCHARGES (CONTRACTOR TO COMPLETE):

THE PERMITTEE MUST EVALUATE FOR THE PRESENCE OF UNAUTHORIZED NON-STORMWATER DISCHARGES AT THE SITE. THE EVALUATION

MUST INCLUDE, THE DATE OF EVALUATION, DESCRIPTION OF THE EVALUATION CRITERIA, LIST OF DRAINAGE (OUTFALL) POINTS AND

ACTIONS TAKEN TO ELIMINATE THE DISCHARGE.

4.2 GOOD HOUSE KEEPING:

CONTRACTOR SHALL KEEP SITE CLEAN TO AVOID STORMWATER POLLUTION. GOOD HOUSEKEEPING ACTIVITIES SHALL INCLUDE:

· STREET SWEEPING TO REMOVE DEBRIS, AND DISPOSE OF DEBRIS IN THE GARBAGE.

· PROVIDE ADEQUATE NUMBER OF TRASH RECEPTACLES FOR EMPLOYEES TO DISPOSE OF LITTER.

· COVER DUMPSTERS AND OTHER WASTE CONTAINERS TO AVOID CONTACT WITH STORMWATER.

· STORE MATERIALS SUCH AS GREASE, PAINTS, DETERGENTS, METALS, AND RAW MATERIALS IN APPROPRIATE, LABELED

CONTAINERS.

· TRAIN EMPLOYEES REGULARLY ON GOOD HOUSEKEEPING PRACTICES.

· MAINTAIN EQUIPMENT AND VEHICLES REGULARLY. CHECK FOR AND FIX LEAKS.

4.3 WASTE, GARBAGE AND FLOATABLE DEBRIS:

THIS SWPPP REQUIRES THAT THE FACILITY DISCHARGES, INCLUDING STORMWATER, DO NOT CONTAIN FLOATING SOLIDS OR VISIBLE FOAM

AND THAT MATERIALS ARE NOT TRANSPORTED OFF-SITE OR INTO A WATER OF THE STATE DURING HIGH WATER EVENTS.

4.4 DUST GENERATION…