36C78618B0374-0002002.pdf

P

T

90.40

FS

90.30

FS

90.30

FS

90.40

FS

89.50

FS

89.50

FS

90.30

FS

90.30

FS

90.20

FS

89.90

FS

89.60

FS

89.80

FS

89.60

FS

89.50

FS

89.20

FS

90.40

FS

90.20

FS

89.20 TBC

88.90 FL

88.80 TBC

88.50 FL

90.30

FS

90.40

FS

90.30

FS

90.30

FS

89.50

FS

88.60±

EG

88.70±

EG

90.20

FS

90.30

FS

90.00

FS

89.60

FS

89.80

FS

89.80

FS

89.70 TBC

89.40 FL

89.20

FS

89.50

FS

90.10

FS

90.40

FS

90.40

FS

90.30

FS

90.30

FS

89.10

FS

89.60

FS

89.60

FS

90.00

HP

90.30

FS

88.90

FS

89.50

FS

89.20 TBC

88.90 FL

90.40

FS

89.90

FS

88.40±

EG

89.20

HP

89.00 TBC

88.70 FL

88.70 TBC

88.40 FL

90.30

FS

89.70

FS

R. 90.0

R. 89.9

86.08 TBC

85.88 FL

86.17

TBC

86.09

CL GB

86.33

TBC

86.50

FS

86.55

FS

87.00

HP

86.50

FS

86.50

FS

87.00

FS

86.90

FS

86.60

FS

85.85

FL

84.70

FS

86.80

FS

86.80

FS

86.50

FS

86.50

FS

86.80

FS

86.80

FS

87.00

FS

86.90

FS

86.60

FS

86.90

FS

86.90

FS

86.90

FS

86.90

FS

87.00

HP

86.00

FS

86.00

FS

85.00

FS

85.50

FS

86.00

FS

86.30

FS

86.00

FS

85.70

FS

85.30

FS

86.50

FS

86.20

FL

2.9

0.5

0.8

%0.8

%0.5

SWALE

R. 86.7

R. 86.7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

GRADING ENLARGEMENTS - P.I.C.

ADMIN & COMM. SERVICE SHELTER

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S G

R A

D I N

G G

R A

D I N

G d w g

P

M

NOTES

1. ALL GRADING SHALL COMPLY WITH THE

RECOMMENDATIONS OF THE GEOTECHNICAL

INVESTIGATION AND ENGINEERING REPORT

PREPARED BY TERRACON CONSULTANTS, INC,

DATED NOVEMBER 28, 2017 AND ANY REVISIONS

AND/OR ADDENDA THERETO.

CONTOURS SHOWN ARE A GRAPHICAL

DEPICTION OF PROPOSED GRADING BASED ON

COMPUTER GENERATED SURFACE MODELING

AND ARE FOR REFERENCE ONLY.

4" PERFORATED DRAINTILE. SLOPE AS

NEEDED.

CONSTRUCTION NOTES

F1

L-503

P.I.C. / ADMIN. BUILDING ENLARGEMENT

COMMITTAL SHELTER ENLARGEMENT

F1

F7

LEGEND

N

0 10' 20'

N

0 10' 20'

SPOT ELEVATION

SLOPE

CURB/DRAIN INLET

STORM DRAIN MANHOLE

CONSTRUCTION LIMITS

EXISTING CONTOUR

PROPOSED CONTOUR89

EXISTING STORM SEWER

A

5L-503

TOP OF WALL PER ARCHITECTURAL DETAIL.

MOUNTABLE CURB AND GUTTER PER

DETAIL B1 ON SHEETL-807.

CURB TERMINATION PER DETAIL A5 ON

SHEET L-807.

TRANSITION FROM SIDEWALK TO

MOUNTABLE CURB AND GUTTER PER

DETAIL A1 ON SHEET L-807.

CONNECT TO EXISTING SIDEWALK

A

D

M

I

N

I

S

T

R

A

T

I

O

N

P

I

C

B

U

I

L

D

I

G

F

E

FFE =

87.00

L-505

GRJ BJF

AutoCAD SHX Text

RIM=87.8 INV=81.8

AutoCAD SHX Text

RIM=88.2 INV=81.7

AutoCAD SHX Text

2. CONTOURS SHOWN ARE A GRAPHICAL

AutoCAD SHX Text A

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text

AutoCAD SHX Text 2.0

AutoCAD SHX Text 90.50

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

85.84 FS

85.68 FS

85.84 FS

86.06

FS

85.53 TBC

85.51 FL

85.15 TBC

85.13 FL

85.70 TBC

85.68 FL

85.68 FS

85.65 FS

85.61 FS

85.58 FS

85.58 FS

85.68 FS

85.65 FS

85.61 FS

85.58 FS

85.84 FS 85.84 FS

85.92 FS

85.84 FS

85.84 FS

85.95 FS

85.92 FS

85.92 FS

85.92 FS

85.95 FS85.95 FS

85.92 FS

85.92 FS

85.92 FS

85.95 FS

85.92 FS

85.92 FS

85.92 FS

85.95 FS

85.95 FS

85.92 FS

85.92 FS

85.92 FS

85.77 FS

85.84 FS

85.84 FS

85.95 FS

85.92 FS

85.95 FS

85.92 FS

85.84 FS

85.84 FS

85.84 FS

85.84 FS

85.84 FS

85.88 FS

85.84 FS

85.88 FS

85.84 FS

85.88 FS

85.84 FS

85.88 FS

85.84 FS

85.80 FS

85.84 FS

85.80 FS

85.84 FS

85.80 FS

85.84 FS

85.80 FS

85.84 FS

85.84 FS

85.84 FS

85.88 FS

85.84 FS

85.88 FS

85.84 FS

85.80 FS

85.84 FS

85.80 FS

85.84 FS

85.84 FS

85.80 FS

85.80 FS

85.15 GR

.0

.0

.0

.0

.0

.0

.0

.0

.9

85.88 FS

85.88 FS

85.92 FS

85.84 FS

R 85.22

R 85.22

R 85.87

R 89.43

R 85.78

R 85.15

R 84.72

R 83.81

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

GRADING ENLARGEMENTS -

COLUMBARIUM

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S G

R A

D I N

G G

R A

D I N

G d

P

M

SPOT ELEVATION

SLOPE

NOTES

1. ALL GRADING SHALL COMPLY WITH THE

RECOMMENDATIONS OF THE GEOTECHNICAL

INVESTIGATION AND ENGINEERING REPORT

PREPARED BY TERRACON ENGINEERING INC.

DATED NOVEMBER 28, 2017 AND ANY REVISIONS

AND/OR ADDENDA THERETO.

CONTOURS SHOWN ARE A GRAPHICAL

DEPICTION OF PROPOSED GRADING BASED ON

COMPUTER GENERATED SURFACE MODELING

AND ARE FOR REFERENCE ONLY.

MARINE CORPS DRIVE

LEGEND

N

0 10' 20'

CURB/DRAIN INLET

STORM DRAIN MANHOLE

CONSTRUCTION LIMITS

EXISTING CONTOUR

PROPOSED CONTOUR89

EXISTING STORM SEWER

L-506

GRJ BJF

AutoCAD SHX Text

AutoCAD SHX Text 2.0

AutoCAD SHX Text 90.50

2. CONTOURS SHOWN ARE A GRAPHICAL

L

H

D

S

97 LF -

6" PVC ST

@ 1.32%

EX CB - E

RIM 88.65

INV 82.18 (18" IN)

INV 82.18 (12" IN)

INV 82.18 (12" OUT)

CBMH - 22

RIM 88.15

INV 82.75 (12" IN)

INV 82.75 (18" OUT)

STMH-24

RIM 90.00

INV 85.00 (12" OUT)

INV 85.40 (6" IN)

INV 85.30 (8" IN)

CBMH - 23

RIM 87.36

INV 83.75 (12" OUT)

INV 83.75 (12" IN)

66 LF -

8" PVC ST

@ 1.36%

STMH-29

RIM 89.90

INV 86.30 (6" IN)

INV 86.20 (8" OUT)

V

C

STRUCTURE SCHEDULE

STRUCTURE NO.

STMH-29

STMH-24

EX CB - E

CBMH - 23

CBMH - 22

SIZE

48" ROUND

48" ROUND

48" ROUND

48" ROUND

48" ROUND

EJIW CASTING (OR APPROVED EQUAL)

97 LF -

6" PVC ST

@ 1.32%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

UTILITY PLAN - PIC - ADMIN

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S D

R A

I N

A G

U

I L I T

I E

S D

R A

I N

U

T I L d

P

M

N

0 20' 40'

KEY PLAN

L-600

C2

C4 C3

V E

T E

R A

B

U

L E

V A

R D

PROJECT LIMITS

P

I

A

M

I

N

B

U

I

L

D

I

N

G

P

R

O

P

O

S

P

T

Y

S

T

E

M

S

W

R

I

R

M

R

E

I

N

F

O

R

M

A

T

I

O

T

E

R

N

A

P

T

S

T

E

M

PROPOSED SEPTIC

SYSTEM (SEE W SERIES

FOR MORE INFORMATION)

E X

I S

T I N

G

W

M

CONFIRM LOCATION

AND CONNECTION TO

EXISTING TRAILERS

EXISTING GATE VALVE TO REMAIN.

INSTALL 6x4 DIP TEE AND BLIND

FLANGE AND CONNECT TO EXISTING 4"

TRAILER CONNECTION. INSTALL 2

CORP & COPPER FLARE COMPRESSION

FITTING AND CURB STOP

47 LF COPPER TYPE K,

" DIA. WATER SERVICE

(3' MIN COVER)

INSTALL NEW 48" DIA. STRUCTURE

AT EXISTING LOCATION

LEGEND

PROPOSED CATCH BASIN

PROPOSED CATCH BASIN MANHOLE

PROPOSED CLEAN OUT

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN (3' MIN COVER)

EXISTING CATCH BASIN

EXISTING STORM SEWER

EXISTING WATERMAIN

CONSTRUCTION LIMITS

NOTES

1. DOMESTIC WATER MAIN SHALL BE INSTALLED

3' BEHIND BACK OF WALK UNLESS OTHERWISE

NOTED.

2. DOMESTIC WATER MAIN AND IRRIGATION MAIN

BEHIND WALK SHALL BE INSTALLED AT THE

SAME TIME.

3. REFER TO PLAN & PROFILE SHEETS FOR

STREET DRAINAGE INFORMATION.

4" PERF. HDPE

W/ SOCK,

SEE STRUCTURAL

V-1600-3, TYPE A SOLID - "DRAIN"

V-1600-3, TYPE A SOLID - "DRAIN"

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

CONSTRUCTION NOTES

4" PERFORATED HDPE FOUNDATION

DRAINTILE W/ SOCK. SEE SHEET L-605

DETAIL E1.

ROOF DRAIN CONNECTION AND CLEANOUT,

SEE SHEET L-605 DETAIL E6.

EXISTING TRAILER TO REMAIN THROUGHOUT

CONSTRUCTION.

EXISTING 4" PVC WATERMAIN TO REMAIN

IN-PLACE THROUGHOUT CONSTRUCTION.

INSTALL TEMPORARY TEE. REMOVE TEE

AFTER TRANSITION TO PROPOSED P.I.C. /

ADMIN BUILDING HAS BEEN CONSTRUCTED

AND CONNECT 2

" COPPER TYPE TO 6"

STUB. CONNECTION TO BE MADE AFTER

OFFICE HOURS .

47 LF OF 2

" COPPER TYPE K WATER MAIN.

V-1600-3, TYPE A SOLID - "DRAIN"

SCALE:

WANTERMAIN ENLARGEMENT

1"=10'

SEE DETAIL 1 TO THE RIGHT FOR

ADDITIONAL INFORMATION

L-600

GRJ BJF

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

RIM=88.8

AutoCAD SHX Text

RIM=87.8 INV=81.8

AutoCAD SHX Text

RIM=88.2 INV=81.7

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text B-03

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

RIM=87.8 INV=81.8

AutoCAD SHX Text

RIM=88.2 INV=81.7

AutoCAD SHX Text D E C K

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

CBMH-26

RIM 87.50

INV 82.90 (N)

INV 82.80 (E)

CB-27

RIM 88.50

INV 84.10 (S)

CBMH-25

RIM 86.40

INV 81.20 (W)

INV 81.10 (E)

CB-28

RIM 86.50

INV 82.50 (E)

41 LF -

12" HDPE PIPE ST

@ 3.40%

H

D P

E

S

H

D

H

D

STRUCTURE SCHEDULE

NAME

CB-27

CB-28

CBMH-25

CBMH-26

SIZE

48" ROUND

48" ROUND

48" ROUND

48" ROUND

EJIW CASTING (OR APPROVED EQUAL)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

UTILITY PLAN - MEMORIAL WALK

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S D

R A

I N

A G

I L I T

I E

S D

R A

I N

U

T I L d

P

M

NOTES

1. DOMESTIC WATER MAIN SHALL BE INSTALLED

3' BEHIND BACK OF WALK UNLESS OTHERWISE

NOTED.

2. DOMESTIC WATER MAIN AND IRRIGATION MAIN

BEHIND WALK SHALL BE INSTALLED AT THE

SAME TIME.

3. REFER TO PLAN & PROFILE SHEETS FOR

STREET DRAINAGE INFORMATION.

N

0 20' 40'

KEY PLAN

L-601 C2

C4 C3

V E

T E

R A

U

L E

V A

R D

PROJECT LIMITS

LEGEND

PROPOSED CATCH BASIN

PROPOSED CATCH BASIN MANHOLE

PROPOSED CLEAN OUT

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

EXISTING CATCH BASIN

EXISTING STORM SEWER

EXISTING WATERMAIN

CONSTRUCTION LIMITS

E X

I S

T I N

G

W

A T

E R

M A

I N

6" SOLID HDPE

4" PERF. HDPE W/ SOCK

4" SOLID HDPE

(2) 4" 45° ELBOWS

CLEANOUT

CLEANOUT @ EA. END

(2) 4" 45° ELBOWS

4" PERF. HDPE W/ SOCK

(2) 4" 45° ELBOWS

(2) 4" 45° ELBOWS

4" SOLID HDPE

6" SOLID HDPE

CLEANOUT

V-1600-3, TYPE M FLAT

V-1600-3, TYPE M FLAT

V-1600-3, TYPE M FLAT

V-1600-3, TYPE M FLAT

CONSTRUCTION NOTES

PERFORATED HDPE FOUNDATION DRAINTILE W/

SOCK. SEE SHEET L-605 DETAIL E1.

CLEANOUT DETAIL FOR COLUMBARIA / MEMORIAL

WALL SEE SHEET L-605 DETAIL F1.

CORE AND DRILL INTO EXISTING MANHOLE.

REPLACE IN-KINK CONCRETE CURB & GUTTER AS

NEEDED.

L-601

GRJ BJF

AutoCAD SHX Text

RIM=86.03 INV=80.8

AutoCAD SHX Text

RIM=85.67 INV=80.0

AutoCAD SHX Text

RIM=86.8 INV=81.1

AutoCAD SHX Text

RIM=87.33 INV=80.3 (N) INV=80.7 (W) INV=80.2 (S)

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CO

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

62 LF -12" HDPE ST

@ 0.96%

137 LF -12" HDPE ST

@ 0.51%

CB - 14

RIM 85.30

INV 82.80 (12" OUT)

H

D P

E

S

CB - 9

RIM 85.30

INV 82.70 (12" OUT)

CB - 21

RIM 86.10

INV 81.37 (12" OUT)

14 LF -

12" HDPE ST

@ 2.00%

EX CB - B

RIM 86.42

INV 81.10 (12" IN)

INV 81.10 (12" IN)

INV 81.10 (12" OUT)

EX CB - A

RIM 86.10

INV 81.30 (12" OUT)

STMH - 8

RIM 88.65

INV 82.10 (12" IN)

INV 81.80 (18" OUT)

INV 82.10 (12" IN)

STRUCTURE SCHEDULE

NAME

STMH - 8

EX CB - B

EX CB - A

CB - 21

CB - 14

CB - 9

SIZE

48" ROUND

EX. 48" ROUND

EX. 48" ROUND

48" ROUND

2'x3' BOX

2'x3' BOX

EJIW CASTING (OR APPROVED EQUAL)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

UTILITY PLAN - FLAG ASSEBLY

AREA

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S D

R A

I N

A G

I L I T

I E

S D

R A

I N

U

T I L d

P

M

N

0 20' 40'

KEY PLAN

L-602 C2

C4 C3

PROJECT LIMITS

MARINE CORPS DRIVE

EXISTING 6" WATERMAIN

LEGEND

PROPOSED CATCH BASIN

PROPOSED CATCH BASIN MANHOLE

PROPOSED CLEAN OUT

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

EXISTING CATCH BASIN

EXISTING STORM SEWER

EXISTING WATERMAIN

CONSTRUCTION LIMITS

NOTES

1. DOMESTIC WATER MAIN SHALL BE INSTALLED

3' BEHIND BACK OF WALK UNLESS OTHERWISE

NOTED.

2. DOMESTIC WATER MAIN AND IRRIGATION MAIN

BEHIND WALK SHALL BE INSTALLED AT THE

SAME TIME.

3. REFER TO PLAN & PROFILE SHEETS FOR

STREET DRAINAGE INFORMATION.

ADJUST RIM ELEVATIONS

AND CASTINGS ON

EXISTING STRUCTURES

MATCHLINE - SEE SHEET L-603

V-1600-3, TYPE A SOLID - "DRAIN"

V-1600-3, TYPE A SOLID - "DRAIN"

V-1600-3, TYPE M FLAT

V-1600-3, TYPE M FLAT

RECTANGULAR V-5660, V-6660 GRATE

RECTANGULAR V-5660, V-6660 GRATE

L-602

GRJ BJF

AutoCAD SHX Text

RIM=86.55 INV=80.7 (S) INV=80.3 (NW)

AutoCAD SHX Text

RIM=87.06 INV=81.1 (E) INV=81.1 (N)

AutoCAD SHX Text

RIM=86.54 INV=81.4 (E) INV=81.3 (W)

AutoCAD SHX Text

RIM=87.02 INV=80.3 (SE) INV=80.0 (N) INV=79.5 (E)

AutoCAD SHX Text

BENCH ON CONCRETE

CO

CB - 13

RIM 85.22

INV 81.50 (12" OUT)

49 LF -

12" HDPE ST

@ 1.01%

CBMH - 6

RIM 85.22

INV 80.60 (18" OUT)

INV 81.00 (12" IN)

INV 80.50 (18" IN)

H

D

37 LF -

12" HDPE ST

@ 2.00%

CBMH - 12

RIM 85.78

INV 80.38 (12" OUT)

CBMH - 5

RIM 85.15

INV 78.67 (24" OUT)

INV 79.65 (18" IN)

INV 79.65 (12" IN)

37 LF -

18" HDPE ST

@ 0.96%

CBMH - 11

RIM 89.43

INV 80.00 (18" OUT)

INV 80.10 (18" IN)

H

D P

E

S

T

T@

STMH - 18

RIM 86.75

INV 81.62 (18" OUT)

INV 82.00 (12" IN)

INV 82.00 (12" IN)

30 LF -

12" HDPE ST

@ 2.70%

CB - 19

RIM 86.64

INV 82.80 (12" OUT)

47 LF -

12" HDPE ST

@ 2.28%

CB - 20

RIM 86.09

INV 83.07 (12" OUT)

STMH - 4

RIM 85.87

INV 78.21 (18" IN)

INV 78.21 (24" OUT)

INV 78.22 (24" IN)

INV 79.00 (12" IN)

79 LF -24" H

DPE ST

@ 1.10%

CBMH - 3

RIM 84.72

INV 77.34 (24" IN)

INV 76.94 (24" OUT)

60 LF -

24" HDPE ST

@ 0.87%

H

D

37 LF -

18" HDPE ST

@ 2.00%

CB - 10

RIM 83.81

INV 77.56 (18" OUT)

R

T@

FES - 1

INV 75.25

CBMH - 15

RIM 85.51

INV 80.77 (12" IN)

INV 80.37 (12" OUT)

H

D

58 LF -

6" HDPE ST

@ 2.00%

STMH - 17

RIM 86.70

INV 82.03 (6" IN)

INV 82.00 (12" OUT)

CBMH - 2

RIM 83.96

INV 76.42 (24" IN)

INV 76.42 (24" OUT)

INV 76.82 (18" IN)

STRUCTURE SCHEDULE

NAME

STMH - 18

STMH - 17

STMH - 4

FES - 1

CBMH - 15

CBMH - 12

CBMH - 11

CBMH - 6

CBMH - 5

CBMH - 3

CBMH - 2

CB - 20

CB - 19

CB - 13

CB - 10

SIZE

48" ROUND

48" ROUND

72" ROUND

24"

48" ROUND

48" ROUND

48" ROUND

48" ROUND

48" ROUND

48" ROUND

60" ROUND

2'x3' BOX

2'x3' BOX

48" ROUND

2'x3' BOX

EJIW CASTING (OR APPROVED EQUAL)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

UTILITY PLAN - COLUMBARIA &

COMMITTAL SHELTER

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S D

R A

I N

A G

I L I T

I E

S D

R A

I N

U

T I L d

P

M

NOTES

1. DOMESTIC WATER MAIN SHALL BE INSTALLED

3' BEHIND BACK OF WALK UNLESS OTHERWISE

NOTED.

2. DOMESTIC WATER MAIN AND IRRIGATION MAIN

BEHIND WALK SHALL BE INSTALLED AT THE

SAME TIME.

3. REFER TO PLAN & PROFILE SHEETS FOR

STREET DRAINAGE INFORMATION.

N

0 20' 40'

KEY PLAN

C2

C4 C3

M

A

R

I

R

I

V

E

PROJECT LIMITS

L-603

LEGEND

PROPOSED CATCH BASIN

PROPOSED CATCH BASIN MANHOLE

PROPOSED CLEAN OUT

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

EXISTING CATCH BASIN

EXISTING STORM SEWER

EXISTING WATERMAIN

CONSTRUCTION LIMITS

MATCHLINE - SEE SHEET L-602

V-1600-3, TYPE A SOLID - "DRAIN"

V-1600-3, TYPE A SOLID - "DRAIN"

V-1600-3, TYPE M FLAT

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

V-1600-3, TYPE M FLAT

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

V-1600-3, TYPE A SOLID - "DRAIN"

V-1600-3, TYPE M FLAT

V-1600-3, TYPE M FLAT

7030, TYPE M2 GRATE, TYPE T1 BACK - "DUMP NO WASTE"

V-1600-3, TYPE M FLAT

CONSTRUCTION NOTES

4" PERFORATED HDPE FOUNDATION

DRAINTILE W/ SOCK. SEE SHEET L-605

DETAIL E1

6" PVC SDR 26 ROOF LEADER, CONNECT

BELOW COLUMN BASE WITH FITTINGS AS

NEEDED.

FLARED END SECTION WITH TRASH GUARD

AND RIPRAP PER DETAIL F1/L-604

L-603

GRJ BJF

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

DRAINAGE & UTILITIES DETAILS 1

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S D

R A

I N

A G

I L I T

I E

S D

R A

I N

U

T I L d

P

M

M E

C H

A N

I C

A L

M

P A

C T

E D

M

A X

I M

F

T S

M I N

M I N

B E

D D

I N

G

Z O

N E

HAUNCH ZONE

3/4" OR 1/2" CRUSHED ROCK

PER ASTM C-12

6" MIN, 12" MAX

N A

T I V

E

B A

C K

F I L

L

N A

T I V

E

T O

P S

O I L

NOTES:

1. BEDDING ZONE SHALL CONSIST OF 3/4" OR 1/2" CRUSHED ROCK PER ASTM C-12. CRUSHED ROCK

SHALL BE PLACED IN A MANNER SUCH AS SHOVEL-SLICING SPADE OR SHOVEL RODDING TO INSURE

CONSOLIDATION OF HAUNCH ZONE.

2. INTERMEDIATE BACKFILL REQUIREMENTS SHALL BE AS REQUIRED BY THE SOILS ENGINEER.

3. BEDDING FOR WATER PIPE SHALL BE SAND PER ASTM C33.

ENGINEERED BACKFILL

95% COMPACTION

STREET SECTION

STRUCTURAL

SECTION

M E

C H

A N

I C

A L

M

P A

C T

E D

M

A X

I M

F

T S

M I N

M I N

B E

D D

I N

G

Z O

N E

HAUNCH ZONE

3/4" OR 1/2" CRUSHED ROCK

TO MAINTAIN A FIRM AND STABLE

BASE AND MAINTAIN THE

GROUND WATER LEVEL BELOW

PIPE LAYING OPERATIONS.

SEE NOTE NO. 1

6" MIN.

12" MAX.

I N

T E

R M

E D

I A

T E

S

T

E

NATIVE BACKFILL

90% COMPACTION

TRENCH BACKFILL (OUTSIDE PAVED AREAS)

B1

NOT TO SCALE

TRENCH BACKFILL (EXISTING AND NEW STREETS)

B2

NOT TO SCALE

THRUST BLOCKS

F5

NOT TO SCALE

NOTES:

1. DO NOT COVER JOINTS WITH CONCRETE.

2. SIZE THE THRUST BLOCKS AS SPECIFIED BY THE PIPE

MANUFACTURER. IF NONE PROVIDED, SIZE THRUST

BLOCK PER TABLE.

3. CONCRETE FOR THRUST BLOCKS PER

SPECIFICATIONS.

FLEX COUPLING OR

DUCTILE IRON SLEEVE

12" LONG, TYLER C153

OR EQUAL

MECHANICAL

JOINT (TYP)

EXISTING

WATER

MAIN

NEW

WATER

MAIN

CONNECTION TO EXISTING WATER MAIN

B5

NOT TO SCALE

RIPRAP DETAIL FOR FLARED END SECTIONS

F1

NOT TO SCALE

NOTES:

1. BEDDING ZONE SHALL CONSIST OF 3/4" OR 1/2" CRUSHED ROCK PER ASTM C-12. CRUSHED ROCK

SHALL BE PLACED IN A MANNER SUCH AS SHOVEL-SLICING SPADE OR SHOVEL RODDING TO INSURE

CONSOLIDATION OF HAUNCH ZONE.

2. INTERMEDIATE BACKFILL REQUIREMENTS SHALL BE AS REQUIRED BY THE SOILS ENGINEER.

3. BEDDING FOR WATER PIPE SHALL BE SAND PER ASTM C33.

TRACER WIRE

WARNING TAPE

TRACER WIRE

WARNING TAPE

FILTER FABRIC

10'

12"

KEY

A

B O

V E

P I P

E

O

U T

F A

L L

FILTER FABRIC AROUND

ENTIRE RIP RAP APRON

RIP RAP PER SPECS

OUTFALL

RIP RAP PER SPECS

OUTFALL

PROFILE VIEW

SECTION VIEW

MATCH EXISTING

2:1 MAX

3' MIN

RIP RAP APRON

B8

NOT TO SCALE

TOTAL REQUIRED BEARING AREA - 200 PSI WATER PRESSURE

NOMINAL PIPE

DIAMETER (IN)

TOTAL BEARING AREA (SF)

90 DEGREE 45 DEGREE 22

DEGREE 11

DEGREE

4 3.84 2.08 1.06 0.53

6 7.93 4.29 2.19 1.13

8 13.65 7.38 3.77 1.89

10 20.53 11.11 5.66 2.85

12 29.03 15.71 8.01 4.02

TOTAL REQUIRED VOLUME - 200 PSI WATER PRESSURE

NOMINAL PIPE

DIAMETER (IN)

TOTAL REQUIRED VOLUME PER NFPA, CU YD

90 DEGREE 45 DEGREE 22

DEGREE 11

DEGREE

4 0.29 0.11 0.03 0.01

6 0.61 0.23 0.06 0.02

8 1.05 0.40 0.11 0.03

10 1.57 0.60 0.17 0.04

12 2.22 0.85 0.23 0.06

L-604

GRJ BJF

AutoCAD SHX Text 90%%%

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RELATIVE

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COMPACTION

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RELATIVE

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COMPACTION

AutoCAD SHX Text 1/2" STEEL REINFORCEMENT BARS BENT AROUND FITTING, EMBEDDED IN CONCRETE, HOOK END, TYP

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SECTION A-A

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PLAN

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SECTION B-B

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DIA.

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DIA.

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RIPRAP

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NONWOVEN GEOTEXTILE FABRIC

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RIPRAP

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1.5' (30" AND LARGER PIPE)

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1' (12"-27" DIA. PIPE)

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1' (12"-27" DIA. PIPE)

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1.5' (30" AND LARGER PIPE)

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DIA. OF

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PIPE (IN.)

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L (FT.)

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ONE CUBIC YARD IS

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APPROXIMATELY 1.4 TONS.

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NOTE:

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QUANTITY

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CLASS

AutoCAD SHX Text >48

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IV

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IV

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III

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III

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III

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III

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IV

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III

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III

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MINIMUM RIPRAP REQUIRED

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NONWOVEN GEOTEXTILE FABRIC EXTEND 1' UNDER FES

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TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES AND BED IN GRANULAR MATERIAL.

AutoCAD SHX Text RIP-RAP SHALL BE CONSTRUCTED WITH GRANITE ROCK AND SHALL BE GRANITE ROCK AND SHALL BE ROCK AND SHALL BE HAND PLACED.

AutoCAD SHX Text

RIP-RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT.

RIP-RAP REQUIRED AT ALL APRONS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

DRAINAGE & UTILITIES DETAILS 2

y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

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2 x 3 CATCH BASIN DETIAL

C3

NOT TO SCALE

COMPACTED APPROVED GENERAL

FILL, SEE SPECIFICATIONS

TOPSOIL

COMPACTED DRAINAGE

FILL - SEE SPECS

COMPACTED APPROVED GENERAL FILL

SEE SPECS

1'-6"

SQ.

4" OR 6" PVC RISER, 45° ELBOWS, &

FLUSH MOUNTED CLEANOUT PLUG

GASKETED PVC ELBOW MANUFACTURED

SPECIFICALLY FOR CONVERTING FROM

CORRUGATED HDPE TO PVC. NYLOPLAST

FITTING BY HANCOR OR APPROVED EQUAL

1'-6" SQ. CONC. PAD, 6" DEPTH MIN

45° PVC ELBOWS (2)

Q

U I R

E D

LOCATE CLEAN OUT WHERE INDICATED

PVC PIPE REDUCER AS REQUIRED PER PLAN

GEOTEXTILE FILTER FABRIC FOR PERFORATED

INSTALLATIONS, SEE SPECS. WRAPPED ON TOP

OF STONE

SEE DETAIL ENLARGEMENT ABOVE

INSTALL CAULKING FERRULE AND RAISED HEAD

SCREW PLUG IN AREAS WHERE SURFACE IS

UNPAVED. PROVIDE ACCESS HOUSING & COVER IN

PAVED SURFACES.

18"X18"X6" CONCRETE PAD OR AS SPECIFIED

FINISHED GRADE

DRAINAGE CLEANOUT

C1

NOT TO SCALE

FLOWLINE OF CURB

TBC

TBC

" THICK

GUSSET

GROUT AT PIPE CONNECTION

DRAIN; LEAD SIZE AS

INDICATED ON PLANS

#4 @ 12" O.C. EACH WAY, TYP,

AND FLOOR 2" CLEAR FROM

INSIDE FACE OF BOX

PRECAST OR CAST-IN-PLACE

CONCRETE

CURB AND GUTTER BEYOND

DEPRESS GRATE 1

" AT FL

SEE GUSSET DETAIL,

BELOW

LIP OF GUTTER

PLAN

SECTION A

2'-6"

2'-0"

1'-5 3/4"

6" 1'-10" 6"

9"

4 1/4"

T

Y P

A A

NOTES:

1. INLET MAY BE PRECAST OR CAST-IN-PLACE. PRECAST INLETS SHALL BE

H20 LOAD RATED. REBAR SHOWN FOR CAST-IN-PLACE.

2. IF COVER FROM FINISHED SURFACE TO TOP OF PIPE IS LESS THAN 12",

ENCASE PIPE IN CONTROLLED LOW STRENGTH SLURRY, 4" MINIMUM

AROUND PIPE.

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CURB INLET

C6

NOT TO SCALE

GUSSET DETAIL

1/4"

CAST IRON RIM AND

LID

GRADE RINGS AS NEEDED

CONCRETE TAPER SECTION

48", 60", OR 72"

BARRELS AS NEEDED

CONCRETE BASE

6"W x 9"THICK

CONCRETE COLLAR

TONGUE AND GROOVE JOINT.

PREFORMED PLASTIC SCALING

COMPOUND OR PRE-LUBRICATED

GASKET.

STORM DRAIN CATCH BASIN / STORM MANHOLE

C8

NOT TO SCALE

24"

48", 60", OR 72" PER PLANS

6"

TYPICAL SECTION

6"

NOTE:

INSTALL STEPS ON DOWNSTREAM

SIDE PER SPECIFICATIONS.

PERFORATED CORRUGATED SMOOTH

WALL INTERIOR HDPE PIPE AT CRYPTS

AND COLUMBARIA. SOLID WALL PIPE AT

OTHER INSTALLATIONS.

FOUNDATION DRAIN

E1

NOT TO SCALE

E4

NOT TO SCALE

6" DRAINAGE FILL

4"Ø PERFORATED DRAIN PIPE

MOW CURB PER F4, SHEET L-807

LAWN

B U

I L

D I N

G

E

D G

E

GRAVEL DRAINAGE ROCK

AT ADMIN/P.I.C. BUILDING

E6

NOT TO SCALE

ROOF DRAIN DOWNSPOUT

CONNECTION TO STORM DRAIN

1'

PER PLAN

SEE SHEETS L-602 & L-800 FOR GRAVEL

STRIP W/ UNDERDRAIN

CONC. WALK

4" X 4" SINGLE WALL HDPE TEE

4" SINGLE WALL HDPE PIPE, TYP.

6" X 4" SINGLE WALL HDPE TEE

6" SOLID WALL HDPE

SLOPE

4" 90° SINGLE WALL HDPE ELBOW

COLUMBARIUM FOUNDATION

& FOOTING PER STRUCTURAL

PLAN

(2) 4" 45° SINGLE WALL HDPE ELBOWS

TIE INTO STORM DRAIN

UNDERDRAIN CONNECTION TO STORM DRAIN SYSTEM

F7

NOT TO SCALE

DOWNSPOUT - SEE

ARCH DRAWINGS

NEENAH R-4927-A

DOWNSPOUT SHOE WITH

POWDER COAT BLACK FINISH

NO HUB FITTING AS REQ. -

SHALL BE SET BELOW FINISH

GRADE

PVC SDR 26 STREET ELL.

PVC SDR 26 FITTINGS AS

REQ. TO CONNECT TO

FEEDER LINE

IN LINE CLEANOUT END OF LINE CLEANOUT

100' MAX

100' MAX.

4" PVC

6"x4" RED.

LONG SWEEP

90° BEND

4" PVC

6"x4" RED.

LONG SWEEP

90° BEND

WYE

PVC C.O. CAP

TOP OF PVC C.O. CAP SHALL BE PLACED 2"

BELOW FINISHED DECORATIVE GRAVEL

SURFACE AS TO HIDE CLEANOUT, BUT

PROVIDE ACCESS AS NEEDED FOR

MAINTENANCE.

2" DEEP

DECORATIVE GRAVEL

DRAINAGE AGGREGATE

MAIN LINE

CLEANOUT - COLUMBARIA / MEMORIAL WALL

F1

NOT TO SCALE

L-605

GRJ BJF

AutoCAD SHX Text

AutoCAD SHX Text 5.0

AutoCAD SHX Text

4" DUAL WALL

AutoCAD SHX Text

PERFORATED

AutoCAD SHX Text

DRAINTILE SET LEVEL

AutoCAD SHX Text

WITH BOTTOM OF

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

NON-WOVEN

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

SURROUNDING

AutoCAD SHX Text

DRAINAGE ROCK

AutoCAD SHX Text

CLEAN WASHED

AutoCAD SHX Text

DRAINAGE ROCK

AutoCAD SHX Text

BUILDING FOUNDATION

AutoCAD SHX Text

(SEE STRUCTURAL

AutoCAD SHX Text

PLAN)

AutoCAD SHX Text

INTERIOR

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

ENGINEERED

AutoCAD SHX Text

GRANULAR FILL

AutoCAD SHX Text

EXTEND DRAINAGE

AutoCAD SHX Text

ROCK 12" MIN. OUTSIDE

AutoCAD SHX Text

PIPE INCREASING AREAS

AutoCAD SHX Text

WHERE PIPE BENDS

AutoCAD SHX Text

AWAY FROM FOOTING

AutoCAD SHX Text

PER PLAN.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6" PRECAST REINFORCED CONCRETE BASE.

AutoCAD SHX Text MECHANICALLY COMPACT 4" GRANULAR MATERIAL FOR LEVELING (MN/DOT 3149.2F) (ORDINARY COMPACTION).

AutoCAD SHX Text

24" X 36" PRECAST

AutoCAD SHX Text

SLOPE BENCHES 2" PER FOOT.

AutoCAD SHX Text CONCRETE ADJUSTING RINGS AS REQUIRED (MIN 2-2", MAX. 5-2" HEIGHT). EXTERNAL SEAL SHALL BE INSTALLED IN CONJUNCTION WITH ADJUSTING RINGS AND CASTING ASSEMBLY (INFI-SHIELD). WHEN HORIZONTAL ADJUSTMENTS ARE REQUIRED, CONCRETE ADJUSTING RINGS MAY BE USED. MORTAR BETWEEN CASTING, CONCRETE ADJUSTING RINGS, AND STRUCTURE, MIN 3" AND MAX. 12" IN HEIGHT FOR CONCRETE ADJUSTMENT RINGS. (NON-SHRINKING GROUT REQ.). EXTERNAL SEAL SHALL BE INSTALLED IN CONJUNCTION WITH ADJUSTING RINGS AND CASTING ASSEMBLY.

AutoCAD SHX Text 5"

REINFORCED CONCRETE

T

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A

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M A

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

SIGNAGE & WAYFINDING -

OVERALL

L-700y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

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S S

I G

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F I N

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G L S

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O V

E R

A L L d

P

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LIMITS OF CONSTRUCTION

N

0 80' 160'

LEGEND

C2

C4 C3

L-701

L-703

L-702 L-703

L-702

L-701

LIMITS OF

CONSTRUCTION

PROPERTY LINE

P

R

O

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N

E

E X

I S

T I N

G

G

R A

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S E

C T

I O

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EXISTING

GRAVE

SECTION

E X

I S

T I N

G

G

R A

V E

S E

C T

I O

N

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X

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S

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I

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V

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S

E

C

T

I

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N

JWD JAF

P.I.C. / ADMIN.

BUILDING

M.I.A. P.O.W. FLAG &

MEMORIAL WALK

FLAG ASSEMBLY

COLUMBARIUM

COMMITTAL

SHELTER 1

MEMORIAL WALL

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

PRINT NAME:

AutoCAD SHX Text

SIGNATURE:

AutoCAD SHX Text 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LICENSE #

AutoCAD SHX Text

JEFFREY W. DEITNER, PLA

AutoCAD SHX Text 9/21/2016

AutoCAD SHX Text 51899

KEY PLAN

T

E

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A

U

L

E

V

A

R

D

A

R

I

V

E

PUBLIC INFORMATION/

RESTROOMS

ADMINISTRATION

GRAVE LOCATOR KIOSK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

SIGNAGE & WAYFINDING - P.I.C.

ADMIN.

L-701y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S S

I G

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F I N

D I N

G L S

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F I N

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E N

L A d

P

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N

0 30' 60'

C2

C4 C3

MATCHLINE - SEE SHEET L-702

CORTEGE PARKING

PULL FORWARD

ACCESSIBLE

PARKING

STOP

FUNERALS

EXIT

ONLY

PUBLIC INFORMATION/

RESTROOMS

ADMINISTRATION

GRAVE LOCATOR

KIOSK

ONE

WAY

STAFF

PARKING

LIMITS OF CONSTRUCTION

LEGEND

DIRECTIONAL AND TRAFFIC REGULATORY SIGNS

KEY

NO.

SIGN SIGN COPY

LAYOUT

NOTES

SIGN

TYPE

SIGNAGE SCHEDULE

DETAIL

REFERENCE

L-701

L-702

L-703

TYPE A: TRAFFIC REGULATORY

TYPE B: DIRECTIONAL

TYPE C: IDENTIFICATION

VISITOR

PARKING

VISITOR

INVORMATION

P.I.C. / ADMIN.

BUILDING

POST AND PANEL

DIRECTIONAL

FUNERALS ONLY

PERPENDICULAR TO CURB

B1

L-705

POST & PANEL

TRAFFIC REGULATION

PERPENDICULAR TO

ENTRY DRIVE

A5

(STEEL POST)

VISITOR PARKING

L-704

VISITOR INFORMATION

POST AND PANEL

DIRECTIONAL

PERPENDICULAR TO CURB

L-705

POST & PANEL

TRAFFIC REGULATION

CORTEGE PROCESSION LANES

PLEASE PULL FORWARD

A2

PERPENDICULAR TO CURB

L-704

PUBLIC INFORMATION/

RESTROOMS

ADMINISTRATION

GRAVE LOCATOR

PARALLEL TO CURB

POST AND PANEL

DIRECTIONAL

B11

L-704

PARALLEL TO CURB

POST AND PANEL

DIRECTIONAL

B11

L-704

ACCESSIBLE PARKING

POST & PANEL

TRAFFIC REGULATION

PARALLEL TO CURB

A4

(STEEL POST)

L-704

ONE WAY

POST AND PANEL

DIRECTIONAL

B2

PARALLEL TO CURB

L-705

L-705

PERPENDICULAR

TO EXIT DRIVE

POST & PANEL

TRAFFIC REGULATION

STOP

L-704

POST AND PANEL

DIRECTIONAL

PERPENDICULAR TO ROADWAY

B3

STAFF PARKING

AUTHORIZED VEHICLES ONLY

DO NOT ENTER

PERPENDICULAR

TO EXIT DRIVE

POST & PANEL

TRAFFIC REGULATION

A3

L-704

PUBLIC INFORMATION/

RESTROOMS

ADMINISTRATION

GRAVE LOCATOR

B

A6

(STEEL POST)

JWD JAF

NOTE:

CONTRACTOR SHALL STAKE LOCATIONS OF SIGNAGE & REVIEW WITH RE PRIOR TO INSTALLATION.

VISITOR

INVORMATION

VISITOR INFORMATION

POST AND PANEL

DIRECTIONAL

PERPENDICULAR TO CURB

L-705 B

AutoCAD SHX Text

PRINT NAME:

AutoCAD SHX Text

SIGNATURE:

AutoCAD SHX Text 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LICENSE #

AutoCAD SHX Text

JEFFREY W. DEITNER, PLA

AutoCAD SHX Text 9/21/2016

AutoCAD SHX Text 51899

A

A

N

E

A

R

E

N

U

E M

A R

I N

E

C

O R

I V

E

V E

T E

R A

U

L E

V A

R D

MEMORIAL

WALK

COLUMBARIUM

COMMITAL SHELTER 1

FLAG ASSEMBLY

MEMORIAL

WALK

M.I.A. P.O.W. FLAG, MEMORIAL

WALKWAY& MEMORIAL WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

SIGNAGE & WAYFINDING - FLAG

ASSEMBLY, MEMORIAL WALL & WALK

L-702y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

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S S

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F I N

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G L S

I G

N A

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F I N

D I N

G

E N

L A d

P

M

N

0 30' 60'

C2

C4 C3

MATCHLINE - SEE SHEET L-703

MATCHLINE - SEE SHEET L-701

LIMITS OF CONSTRUCTION

LEGEND

DIRECTIONAL AND TRAFFIC REGULATORY SIGNS

KEY NO. SIGN SIGN COPY

LAYOUT

NOTES

SIGN

TYPE

SIGNAGE SCHEDULE

DETAIL

REFERENCE

L-701

L-703

STOP

MEMORIAL

WALK

FLAG ASSEMBLY AREA

L-702

POST AND PANEL

DIRECTIONAL

B10

M.I.A. P.O.W. FLAG, MEMORIAL

WALL & MEMORIAL WALK

PERPENDICULAR TO CURB

POST AND PANEL

IDENTIFICATION

C2

L-705

COLUMBARIUM A

COMMITTAL SHELTER 1

PARALLEL TO CURB

POST AND PANEL

DIRECTIONAL

B9

L-705

MEMORIAL WALK

POST AND PANEL

DIRECTIONAL

B8

L-705

MEMORIAL WALK

POST AND PANEL

DIRECTIONAL

B8

PERPENDICULAR TO WALKWAY

PERPENDICULAR TO WALKWAY

FLAG ASSEMBLY

PERPENDICULAR TO CURB

PERPENDICULAR

TO ROAD

POST & PANEL

TRAFFIC REGULATION

STOP

L-704 A6

(STEEL POST)

JWD JAF

TYPE A: TRAFFIC REGULATORY

TYPE B: DIRECTIONAL

TYPE C: IDENTIFICATION

NOTE:

CONTRACTOR SHALL STAKE LOCATIONS OF SIGNAGE & REVIEW WITH RE PRIOR TO INSTALLATION.

L-705

L-705

AutoCAD SHX Text

PRINT NAME:

AutoCAD SHX Text

SIGNATURE:

AutoCAD SHX Text 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LICENSE #

AutoCAD SHX Text

JEFFREY W. DEITNER, PLA

AutoCAD SHX Text 9/21/2016

AutoCAD SHX Text 51899

R

I

R

I

V

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

PHASE 1B EXPANSION

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

May 17, 2018 Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

05/17/2018

BID DOCUMENTS

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

DWG:

SIGNAGE & WAYFINDING -

COLUMBARIA & COMMITTAL SHELTER

L-703y l o u i s i a n a n a t c e m c i v i l c a d f i l e s

S

H E

E T

S L

S

H E

E T

S S

I G

N A

Y

F I N

D I N

G L S

I G

N A

Y

F I N

D I N

G

E N

L A d

P

M

N

0 30' 60'

C2

C4 C3

MATCHLINE - SEE SHEET L-702

PHASE 1B LIMITS OF CONSTRUCTION

LEGEND

DIRECTIONAL AND TRAFFIC REGULATORY SIGNS

KEY NO.

SIGN SIGN COPY

LAYOUT

NOTES

SIGN

TYPE

SIGNAGE SCHEDULE

DETAIL

REFERENCE

CEMETERY

VEHICLES

ONLY

COMMITTAL

SHELTER 1

STOP

COLUMBARIUM A16

EXIT ONLY

STOP

L-701

L-702

L-703

LIMIT OF CONSTRUCTION

COLUMBARIUM

COMMITTAL SHELTER 1

STORM DRAINAGE OUTFALL &

DETENTION BASIN (EXISTING)

COMMITTAL SHELTER 1 PERPENDICULAR TO CURB

POST AND PANEL

DIRECTIONAL

B6

POST AND PANEL

IDENTIFICATION

PARALLEL TO CURB

C1

L-705

CEMETERY

VEHICLES ONLY

POST & PANEL

TRAFFIC REGULATION

PARALLEL TO DRIVEA1

L-704

EXIT

POST AND PANEL

DIRECTIONAL

PERPENDICULAR TO CURBB5

L-705

PERPENDICULAR

TO EXIT DRIVE

POST & PANEL

TRAFFIC REGULATION

A3