230623 Elko NV 943-001 New Cemetery Construction Bid Docs Plans 2 of 8.pdf

JE

NNINGS W

AY

A

A'

B

B'

19'

12'

R30'

R 40'

R30'

R15'

R30'

0+00

1+

2+00

3+

4+00

0+00

1+00

22'

24'

30'

12'

9'

R5'

R20'

R15'

R1 5'

.9

.0

0+00

.0

.0

.3

.3

1+00

.1

.1

.7

.7

2+00

.1

.1

.6

.6

3+00

.9

.9

.3

.3

4+00

-3.80%

2.62% 1.90% 1.00%

-2.00%

-2.13% -1.00% -1.50%

PV

IS

: 0 +0

0.

PV

IE

: 5

4.

PV

IS

: 0 +1

5.

PV

IE

: 5

4.

PV

IS

: 0 +2

2.

PV

IE

: 5

4.

PV

IS

: 0 +3

5.

PV

IE

: 5

4.

PV

IS

: 0 +5

2.

PV

IE

: 5

4.

PV

IS

: 0 +6

0.

PV

IE

: 5

4.

PV

IS

: 0 +7

6.

PV

IE

: 5

4.

PVI STA = 2+50.53

PVI ELEV = 5350.73

A.D. = -1.80% K = 27.79

50.00' VC

BV

C

S:

+2 5.

BV

C E:

1.

EV

C

S:

+7 5.

EV

C E:

9.

0 20' 40'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _s tre et p la n pr of ile .d w g e di t:js ch m itz er le s av ed

:5/ 4/

:0

PM

pl ot

:5/ 9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CEMETERY ROAD PLAN AND

PROFILE

CP201

14SBEH

SCALE:2

CEMETERY ROAD PROFILE VIEW

H: 1"=20' V: 1"=5'

N

SCALE:1

CEMETERY ROAD PLAN VIEW

1"=20'

CEMETERY ROAD

ALIGNMENT

CORTEGE

LANE

ALIGNMENT

0 20' 40'

CEMETERY

ENTRANCE/EXIT LEGEND

PROPERTY LIMITS

CURB AND GUTTER

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL SURFACING

HEAVY DUTY CONCRETE PAVEMENT

SCALE:3

CEMETERY ROAD HORIZONTAL GEOMETRY

NTS

EXISTING

GROUND

PROPOSED

GRADE

PR

O

PO

SE

D

EX

IS

TI

N

G

R15'

AutoCAD SHX Text 5/5/2023

FLORAL

REGULATIONS

D

D'

19'

12'

R10' R10'

R10'

R10'

4+

5+00 6+00

7+00

11+19

1+

2+00

3+00

3+66 24'

22'

30'

30'

34'

9'

9'

R5'

R 15'

.3

.3

4+00

.9

.9

.7

.8

5+00

.3

.3

.1

.1

6+00

.2

.2

.0

.0

7+00

-3.80%

-2.00%

PVI STA = 4+46.16

PVI ELEV = 5343.29

A.D. = 1.80% K = 27.79

50.00' VC

BV

C

S:

+2 1.

BV

C E:

4.

EV

C

S:

+7 1.

EV

C E:

2.

0 20' 40'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _s tre et p la n pr of ile .d di t:js ch m itz er le s av ed

:5/ 4/

:0

:5/ 9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CEMETERY ROAD PLAN AND

PROFILE

CP202

15SBEH

SCALE:2

CEMETERY ROAD PROFILE VIEW

H: 1"=20' V: 1"=5'

N

SCALE:1

CEMETERY ROAD PLAN VIEW

1"=20'

CEMETERY ROAD

ALIGNMENT

CORTEGE LANE

ALIGNMENT

0 20' 40'

COLUMBARIA

COMMITTAL

SERVICE SHELTER

SECTION 26

SCALE:3

CEMETERY ROAD HORIZONTAL GEOMETRY

NTS

EXISTING

GROUND

PROPOSED

GRADE

PR

O

PO

SE

D

EX

IS

TI

N

G

LEGEND

PROPERTY LIMITS

CURB AND GUTTER

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL SURFACING

HEAVY DUTY CONCRETE PAVEMENT

FLO

RA

L

REG

U

LA

TIO

N

S

FLORAL

REGULATIO

NS

FLORAL

REGULATIONS

R1 5'

R20'

7+00

8+00

9+

10+00

11+0011+19

3+00

3+

E

E'

30'

9'

R 5'

R15'

R5' 12'

.0

.0

7+00

.3

.3

.9

.0

8+00

.0

.0

.9

.0

9+00

.5

.5

.9

.9

10+00

.2

.2

.6

.6 11+00

.0

.1

11+19

-2.00% 1.00%

PV

IS

: 1 1+

.2

PV

IE

: 5

7.

60PVI STA = 8+60.25

PVI ELEV = 5335.01

A.D. = 3.00% K = 16.68

50.00' VC

BV

C

S:

+3 5.

BV

C E:

5.

EV

C

S:

+8 5.

EV

C E:

5.

LOW PT. STA = 8+68.61

LOW PT ELEV = 5335.18

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _s tre et p la n pr of ile .d di t:js ch m itz er le s av ed

:5/ 4/

:0

:5/ 9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CEMETERY ROAD PLAN AND

PROFILE

CP203

16SBEH

SCALE:2

CEMETERY ROAD PROFILE VIEW

H: 1"=20' V: 1"=5'

N

SCALE:1

CEMETERY ROAD PLAN VIEW

1"=20'

0 20' 40'

0 20' 40'

SCALE:3

CEMETERY ROAD HORIZONTAL GEOMETRY

NTS

CEMETERY ROAD

ALIGNMENT

CORTEGE LANE

ALIGNMENT

SECTION 2

SECTION 26

PR

O

PO

SE

D

EX

IS

TI

N G

EXISTING

GROUND

PROPOSED

GRADE

LEGEND

PROPERTY LIMITS

CURB AND GUTTER

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL SURFACING

HEAVY DUTY CONCRETE PAVEMENT

SECTION 1

30'

24'

12'

C

C'

12'

R10'R10'

R10'

R10'

R30'

R 40'

R15'

R20'3+

4+

5+00

6+00

7+00

8+

+0

+1

0+00

1+

2+00

3+00

3+66

24'

22'

30'

30'

34'

12'

9'

9'

R5'

R20'

R5'

R 15'

R 5'

.3

.4

0+00

.5

.5

.4

.4

1+00

.8

.8

.4

.5

2+00

.8

.8

.8

.9

3+00

.2

.3

.4

.4

3+66

-5.40%

-2.00%

-5.38%

PV

IS

: 0 +0

0.

PV

IE

: 5

8.

PVI STA = 3+20.71

PVI ELEV = 5340.36

A.D. = -3.38% K = 14.81

50.00' VC

BV

C

S:

+9 5.

BV

C E:

0.

EV

C

S:

+4 5.

EV

C E:

9.

PVI STA = 0+49.76

PVI ELEV = 5345.78

A.D. = 3.40% K = 14.71

50.00' VC

BV

C

S:

+2 4.

BV

C E:

7.

EV

C

S:

+7 4.

EV

C E:

5.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _s tre et p la n pr of ile .d di t:js ch m itz er le s av ed

:5/ 4/

:0

:5/ 9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

CORTEGE LANE PLAN AND PROFILE

CP204

17SBEH

SCALE:2

CORTEGE LANE PROFILE VIEW

H: 1"=20' V: 1"=5'

N

SCALE:1

CORTEGE LANE PLAN VIEW

1"=20'

CORTEGE LANE

ALIGNMENT

0 20' 40'

0 20' 40'

SCALE:3

CORTEGE LANE HORIZONTAL GEOMETRY

NTS

PR

O

PO

SE

D

EX

IS

TI

N

G

EXISTING

GROUND

PROPOSED

GRADE

SECTION 1

COMMITTAL SERVICE

SHELTER

SECTION 26

LEGEND

PROPERTY LIMITS

CURB AND GUTTER

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL SURFACING

HEAVY DUTY CONCRETE PAVEMENT

VARIES

BARRIER CURB AND

GUTTER

28'

BACK

OF CURB

BACK

OF CURB

SEE DETAIL 8

BARRIER CURB AND

GUTTER

VARIES 2.0%

ROLL CURB AND

GUTTER

39'

BACK

OF CURB

BACK

OF CURB

SEE DETAIL 10

SEE DETAIL 8

FLUSH CURB

AND GUTTER

2.0%

BARRIER CURB AND

GUTTER

32'

BACK

OF CURB

BACK

OF CURB

SEE DETAIL 10

SEE DETAIL 8

FLUSH CURB

AND GUTTER

2.0%

BARRIER CURB AND

GUTTER

39'

BACK

OF CURB

BACK

OF CURB

SEE DETAIL 10

SEE DETAIL 8

FLUSH CURB AND

GUTTER

3/8 "

EXPANSION JOINT

JOINT SEALER

CONFORMING

TO ASTM D 1850

PREMOLDED EXPANSION JOINT FILLER

CONFORMING TO ASTM D1751 OR D1752

NOTE

1) INSTALL JOINTS AS SHOWN ON PLAN SIDEWALK WITH

EXPANSION AT 40' SPACING MAX.

2) D = DEPTH OF CONCRETE PAVEMENT

1/8 "

SAW CUT CONTROL JOINT

D/3

EXPANSION JOINT ENLARGEMENT

4" 5"

CONCRETE PAVEMENT, BROOM

FINISH SWEEP PERPENDICULAR

TO DIRECTION OF TRAFFIC

AGGREGATE BASE

APPROVED SUBGRADE

EXTEND BASE MATERIALS

3" BEYOND EDGE

OF CONCRETE

NOTE

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

EXPANSION JOINTS NEXT TO ALL FIXED OBJECTS.

TOPSOIL & TURF

GRASS, MULCH OR

NATIVE SEED

6X6 - W2.9XW2.9 WELDED

WIRE FABRIC (WWF) SHEET

PLACE IN CENTER OF SLAB

3" CLR

1.5" ASPHALT BASE COURSE.

1.5" ASPHALT WEAR COURSE.

6" DEPTH AGGREGATE BASE

APPROVED SUBGRADE

NON-WOVEN GEOTEXTILE

FABRIC

13" 4.5"

.5"

8"

1"

6"

6.5"

6"

6"

AGGREGATE BASE

APPROVED SUBGRADE

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

AGGREGATE BASE

APPROVED SUBGRADE

NON-WOVEN

GEOTEXTILE FABRIC

6"

CURB TRANSITION

FLUSH CURB

6'

2'

STREET PAVEMENT

BARRIER CURB OR ROLL CURB.

SEE PLAN FOR CURB TYPE.

2.0%

BARRIER CURB AND

GUTTER

28'

BACK

OF CURB

BACK

OF CURB

SEE DETAIL 10

2.0%

ROLL CURB AND

GUTTER

6" 6"

HEAVY DUTY CONCRETE

PAVEMENT, BROOM

FINISH SWEEP PERPENDICULAR

TO DIRECTION OF TRAFFIC

EXTEND BASE MATERIALS

3" BEYOND EDGE

OF CONCRETE

NOTE

1) CONCRETE JOINT LAYOUT IS SHOWN ON THE PLANS. CONTRACTOR SHALL

SUBMIT JOINTING PLAN FOR APPROVAL PRIOR TO FINAL PAVING. PROVIDE

EXPANSION JOINTS NEXT TO ALL FIXED OBJECTS.

AGGREGATE BASE

APPROVED SUBGRADE

#4 BARS 18" O.C. E.W.

TOPSOIL & TURF

GRASS, MULCH OR

NATIVE SEED

3" CLR

TURF

12" X 4" CAST IN

PLACE CONCRETE

NATIVE RESPREAD

STOCKPILED SOIL

TWO (2) #4 BARS

2"R

3" CLR.

SUBGRADE

COMPACTED

AGGREGATE BASE

NATIVE

3"

3"AMENDED

TOPSOIL 12"

4"

6"

2'-0"

5"

APPROVED SUBGRADE

HEAVY DUTY CONCRETE

PAVEMENT (THICKENED EDGE)

12X12 CHARCOAL GREY

TRUNCATED DOME PAVER

1" MORTAR BEDCONCRETE

EXPANSION

JOINT, TYP.

EXPANSION

JOINT, TYP.

FLUSH CURB

18" LONG 55 #9 DOWEL.

LOCATE HORIZONTALLY IN

CENTER OF SLAB 18" O.C.

AGGREGATE BASE

6" 6"

8"

2- 1/

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _p av in g de ta ils

.d di t:e he dm an sa ve d:5

/8 /2

:3

:5/ 9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

PAVING DETAILS

CP501

18SBEH

SCALE:1

STREET SECTION A-A' DETAIL

NTS SCALE:2

STREET SECTION B-B' DETAIL

NTS SCALE:3

STREET SECTION C-C' DETAIL

NTS SCALE:4

STREET SECTION D-D' DETAIL

NTS

SCALE:6

CONCRETE JOINTING TYPES

NTS SCALE:7

LIGHT DUTY CONCRETE PAVEMENT

NTS

SCALE:12

GRAVEL SURFACING SECTION

NTSSCALE:10

BITUMINOUS PAVEMENT SECTION

NTS

A A' B B' C C' D D'

SCALE:13

BARRIER AND ROLL CURB AND GUTTER DETAIL

NTS

SCALE:14

FLUSH CURB

NTS

SCALE:15

CURB TRANSITION

NTS

SCALE:5

STREET SECTION E-E' DETAIL

NTS

E E'

SCALE:8

HEAVY DUTY CONCRETE PAVEMENT

NTS

6" MIN

6"

SCALE:11

CONCRETE MOW BAND

NTS

BARRIER

ROLL

SCALE:9

DETECTABLE WARNING STRIP

NTS

BACKER ROD

SEALANT

4" R, TYP.

2 JOINT WIDTH

SEE

ENLARGEMENT

NOTE:

PROVIDE CONTRACTION

JOINT AT 10.0' O.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

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Office of Design and Construction

Services U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

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Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

STORM WATER POLLUTION

PREVENTION PLAN

CG001

19JDEH

PROJECT DESCRIPTION/LOCATION

PROJECT IS LOCATED IN THE VICINITY OF ELKO, NV IN ELKO COUNTY, WITHIN THE REGION TO THE EAST OF JENNINGS WAY AND SOUTH OF ROCKY ROAD, LATITUDE 40° 51' 4.09" N LONGITUDE -115° 48' 0.23" W. THE

PROPERTY ENCOMPASSES APPROXIMATELY 10 TO 15 ACRES OF LAND

THE PLANNED SCOPE OF THE PROJECT INCLUDES:

· THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING OF

THE SITE FOR THE INSTALLATION OF PRE-CAST BURIAL CRYPTS.

· GRADING AS REQUIRED FOR THE INSTALLATION OF THE STRUCTURES, ROADS AND PARKING LOTS.

· INSTALLATION OF WATERMAIN, AND STORM SEWER.

· PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS

THROUGHOUT THE SITE.

RECEIVING WATERS

THESE WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING WATERS. THE BMPS DESCRIBED

IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL AREAS OF THE SITE.

- STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT

PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

SOIL TYPES

SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE PRIMARILY SM (SILTY SAND) WITH GRAVEL. SOIL BORINGS WERE TAKEN BY TERRACON GEOTECHNICAL SERVICES IN JUNE OF 2020. TERRACON GEOTECHNICAL REPORT IS TO BE KEPT ON SITE AS PART OF THE SWPPP AND IS TO BE MADE AVAILABLE UPON REQUEST.

PROJECT PERSONNEL AND TRAINING

THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS.

COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.

PROVIDE A QUALIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MEDEP. PROVIDE PROOF OF CERTIFICATION AT

THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF

CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 01.57.19 PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION

HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

CHAIN OF RESPONSIBILITY

THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THENPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION (MEDEP) THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE

MEDEP.

PROJECT CONTACTS

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND

AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED.

NDEP CONTACT:

775-687-4670

SITE INSPECTION AND MAINTENANCE

CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND QUALIFICATIONS FOR THE PERSON RESPONSIBLE

FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.

INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.

INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT

ACCUMULATION.

RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE

RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:

A. DATE AND TIME OF INSPECTIONS

B. NAME OF PERSONS CONDUCTION INSPECTIONS

C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS

D. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE

ACTIVITIES

E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS

F. DOCUMENTS AND CHANGES MADE TO THE SWPPP

REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY

FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY BELOW:

A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES

NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY

THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR

SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE.

C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE

SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF

DISCOVERY.

D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RE-STABILIZED ANY AREA THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN

SURFACE WATERS.

E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS.

LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING

F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL

STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MEDEP.

SPECIAL SITE NOTES

THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON

REQUEST BY THE MEDEP AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:

· SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS

· IMPLEMENT THE SWPPP.

· OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE SWPPP.

· IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.

· CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS

PERMIT REQUIRES.

· IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM.

· IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.

· ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.

· FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION WITHIN 20 DAYS OF PERMANENT

STABILIZATION..

· REMOVE TEMPORARY ESC MEASURES WITHIN 30 DAYS AFTER PERMANENT STABILIZATION.

AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR ASSIGNING

RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.

LOCATION OF SWPPP REQUIREMENTS

THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET.

STABILIZATION TIME FRAMES

ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED AND MULCH OR SOD ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES

AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.

1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION

REQUIREMENT.

2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE

STABILIZATION METHODS IN THESE AREAS.

3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT.

4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE

EROSION CONTROL BLANKET & ANNAL RYE AT 20#/ACRE OR AT 1#/2,200 SF.

5. THE SEED MIX FOR RAPID STABILIZATION IS ANNAL RYE AT 20#/ACRE OR AT 1#/2,200 SF.

6. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY

EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY

1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL

TIMES.

2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DE-WATERING, AND AS REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME

ADDED TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL.

3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION CONTROL BMPS

BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT PRACTICABLE.

4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.

5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR

TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS.

6. ROUT STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO

PREVENT NUISANCE CONDITIONS AT THE OUTLET.

7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE VELOCITY

DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.

8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND

DISTURBING ACTIVITIES COMMENCE.

9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT

CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE

J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.

11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR

STORMWATER CONVEYANCES.

12. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY. INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER CONTROL BMP ON LAND

IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.

13. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION.

14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS DISCOVERED.

REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT

INSTALLATION AND MAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY (CONT.)

15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING ACTIVITY IS COMPLETED.

16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DE-WATERING ACTIVITIES.

17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DE-WATERING OR SITE DRAINING PURPOSES.

POLLUTION PREVENTION

1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.

2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS UNDER

COVER WITH SECONDARY CONTAINMENT.

3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS

WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.

4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.

5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER.

PROPERLY DISPOSE OF ALL SANITARY WASTE.

6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES AND

EQUIPMENT ARE FUELED OR MAINTAINED AT.

7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON

THE SITE.

8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THE

CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR

CONTAINMENT AREA.

9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE

ENGINEER.

10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB

FLOW LINES.

11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCE

SYSTEMS INCLUDING DITCHES AND CULVERTS.

PERMITS

THE FOLLOWING PERMITS APPLY TO THIS PROJECT:

SITE DATA (TOTAL SITE)

· AREA OF DISTURBANCE = ~15 AC

· EROSION CONTROL QUANTITIES (ESTIMATED) :

SILT FENCE = 5,000 LF

STORM DRAIN INLET PROTECTION = 17 INLETS TO BE PROTECTED

RECORD RETENTION

THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE

(3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT).

1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.

2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION

3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL

MAINTENANCE; AND

4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER

MANAGEMENT SYSTEMS.

ORGANIZATION CONTACT NAME PHONE

NATIONAL CEMETERY ADMINISTRATION (OWNER) JOHN KAYS 202-873-6488

ANDERSON ENGINEERING (SWPPP DESIGN) JACOB DOBIAS 763-412-4000

GENERAL CONTRACTOR

ACREAGE SUMMARY

AREA ACRES

SITE 1 ~15

IMPERVIOUS AREA PRE-CONSTRUCTION 0.0

IMPERVIOUS AREA POST-CONSTRUCTION 1.54

NEW IMPERVIOUS AREA 1.54

AREA TIME FRAME NOTES

LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO

SURFACE WATER OR PROPERTY EDGE 1, 2, 3

REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1, 3

PIPE AND CULVERT OUTLETS 24 HOURS

STOCKPILES 7 DAYS 1

AGENCY TYPE OF PERMIT PERMIT # AND DATES

NEVADA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

NPDES CONSTRUCTION

PERMIT

CITY OF ELKO BUILDING DEPT. GRADING PERMIT

CITY OF ELKO BUILDING DEPT. BUILDING PERMIT

NEVADA DEP NPDES GENERAL PERMIT

NEVADA DEP

AIR POLUTION CONTROL

SURFACE AREA DISTURBANCE

PERMIT

NEVADA DEP WATER AND SEWER LINE

EXTENSION

RECEIVING WATERS

NAME OF WATER BODY

TYPE

(LAKE, RIVER,

WETLAND,

DITCH, ETC)

LISTED ON THE

TMDL LIST?

(YES OR NO)

LISTED ON THE

303(d) LIST?

(YES OR NO)

APPROVED

TMDL

EIGHT MILE CREEK

RESERVOIR RESERVOIR NO NO N/A

SCHEDULE

THE PROJECT SCHEDULE WILL BE ON FILE WITH PROJECT SUPERINTENDENT PRELIMINARY MILESTONES:

BEGIN GRADING

SUBSTANTIAL COMPLETION & PERMANENT STABILIZATION

LANDSCAPE COMPLETION (IF NEEDED)

SCHEDULE MILESTONES:

TBD

TBD

TBD

1 MILE RADIUS

PROJECT LOCATION

EIGHT MILE CREEK

RESERVOIR

FL

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FLORAL

REGULATIONS

FLORAL REGULATIONS

CE

ME

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FL

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ROCKY ROAD

JEN

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IN

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C EMET ERY

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CEMETE

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TP #1

TP #2

TP #3

TP #4

TP #5

TP #6

TP #7

TP #8

TP #9

CO

CO

CO

CO

CO

CO

CO

CO

RIM 5328.38

RIM 5333.20

RIM 5331.50

RIM 5330.09

INV 5320.00

RIM 5328.38

RIM 5325.50

INV 5320.49

INV 5349.90

RIM 5346.18

RIM 5345.18

RIM 5346.37

INV 5341.50

RIM 5341.00

RIM 5338.47

RIM 5337.73

RIM 5334.47

RIM 5331.80

INV 5320.00

INV 5320.60

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

GRADING & EROSION CONTROL

PLAN

CG101

20SBEH

N 0 40' 80'

SCALE:1

GRADING & EROSION CONTROL PLAN

1"=40'

PROPOSED DRY DETENTION BASIN (P1)

BOTTOM = 5320.00

100YR HWL = 5325.07

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

SOIL BORING LOCATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

PROPOSED CONCRETE MOW STRIP

SILT FENCE

INLET SEDIMENT PROTECTION

ROCK CONSTRUCTION ENTRANCE

FINISHED GRADE ELEVATION

FINISHED FLOOR ELEVATION

TOP OF CURB ELEVATION

FLOW LINE OF CURB

RIM ELEVATION

INVERT ELEVATION

RIP RAP

FFE 800.1

RIM 800.1

INV 800.1

FL 800.1

SEE SHEET CG401

FOR ENLARGEMENT

SEE SHEET CG402

FOR ENLARGEMENT

SEE SHEET CG403

FOR ENLARGEMENT

FG 800.1

TC 800.1

SECONDARY CONSTRUCTION

ACCESS. SEE OPERATIONS

ACCESS & LOGISTICS PLAN

TOP OF BERM = 5328.00

10'x12' EOF

INV = 5327.00.

SEE DETAIL 6/CG501

20 CY CLASS 300 RIPRAP

SEE DETAIL 6/CG501

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

INV=5339.7

AutoCAD SHX Text

INV=5345.7

AutoCAD SHX Text

INV=5347.4

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

INV=5343.0

AutoCAD SHX Text

INV=5341.3

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text B-8

AutoCAD SHX Text B-7

AutoCAD SHX Text B-6

AutoCAD SHX Text B-5

AutoCAD SHX Text B-4

AutoCAD SHX Text B-3

AutoCAD SHX Text B-2

AutoCAD SHX Text B-1

AutoCAD SHX Text 5/5/2023

AutoCAD SHX Text B-1

959.4

C EME T ERY

R

O A

D

RIM 5352.56

RIM 5352.24

INV 5351.00

RIM 5351.59

RIM 5350.57

RIM 5351.64

CO

FL 5351.88

5353.14 FFE

ME 5354.73

ME 5354.83

ME 5354.39

ME 5353.72

FG 5354.03

FL 5354.57

FL 5354.36

HP/FL 5354.72

HP/FL 5354.71

FL 5354.12

FL 5354.28

FL 5353.62

FL 5349.93

FL 5350.89

FL 5351.67

FL 5352.81

FL 5353.87

TC 5354.05

FL 5354.15

FL 5349.73

5353.14 FFE

FL 5354.53 FL 5354.41

FL 5354.41

FL 5354.53

TC 5354.57 TC 5354.45

TC 5354.45

TC 5354.57

FG 5354.45

FG 5354.50

FG 5354.50

FG 5354.50

FG 5354.50

FG 5354.60

FG 5354.60

FG 5354.60

FG 5354.50

FG 5354.50

FG 5354.50

FG 5354.60

FG 5354.50FG 5354.60

FG 5354.60

FG 5354.50

FG 5354.50

FG 5354.50

FG 5354.60

FG 5354.60

FG 5354.61

FG 5354.70

FG 5354.15

FG 5354.21

FG 5354.02

FG 5353.92

FG 5352.95

FG 5352.86

FG 5352.48

FG 5352.30

FG 5353.05

FG 5353.05

FG 5352.74

FG 5352.74

FG 5352.71

FG 5352.33

FG 5352.24

FG 5351.77

FG 5351.68

FG 5351.65

FG 5351.60

FG 5351.51

FG 5351.40

FG 5351.40

FG 5351.51

FG 5351.60 FG 5351.65

FG 5352.09

FG 5352.15

FG 5352.27

FG 5352.21

FG 5352.12

FG 5352.00

FG 5352.96

FG 5353.05

FG 5352.96

FG 5352.96

FG 5351.80

TC 5351.71

FL 5351.51

TC 5351.26

TC 5354.45

FL 5354.10

FL 5354.01

FG 5352.64

FG 5352.64

FG 5352.64

FG 5351.80

FG 5351.60

FG 5351.60

ME 5353.79

ME 5354.07

ME 5354.50

5354.84 H.P.

FG 5354.70

FG 5353.32

FG 5354.21

TC 5354.11 FL 5354.07

TC 5353.91

TC 5352.85

FG 5354.67

FG 5352.65

FG 5352.90

RIM 5353.80

FG 5354.66

FG 5354.75 FG 5354.56

FG 5354.65

TC 5355.07

TC 5354.86

FL 5354.33

TC 5354.70

TC 5354.49

FL 5354.60

TC 5355.10

FL 5354.60

TC 5355.10

FG 5354.55

FL 5354.33

TC 5354.70

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra d.

di t:e he dm d:5 /8

/2

:2

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

GRADING ENLARGEMENTS

CG401

21SBEH

N 0 10' 20'

SCALE:1

SITE PLAN ENLARGEMENT 1

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

JE

N

N

IN

G S

W

AY

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

SOIL BORING LOCATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

SILT FENCE

INLET SEDIMENT PROTECTION

ROCK CONSTRUCTION ENTRANCE

FINISHED GRADE ELEVATION

FINISHED FLOOR ELEVATION

TOP OF CURB ELEVATION

FLOW LINE OF CURB

RIM ELEVATION

INVERT ELEVATION

RIP RAP

FFE 800.1

RIM 800.1

INV 800.1

FL 800.1

FG 800.1

TC 800.1

AutoCAD SHX Text 5/5/2023

AutoCAD SHX Text B-1

CEMETERY ROAD

REGULATIONS

CORTEGE LANE

RIM 5342.83

RIM 5343.41

RIM 5342.19

RIM 5342.91

RIM 5342.89

RIM 5341.91

RIM 5341.08

RIM 5340.26

RIM 5339.20

RIM 5337.82

RIM 5338.04

RIM 5337.10

RIM 5343.00RIM 5343.00

CO

CO

CO

CO

RIM 5338.50

FG 5342.65

FG 5342.43

FG 5342.75

FG 5342.71 FG 5342.75

FG 5342.66

FG 5342.75

FG 5342.66

FG 5342.70

FG 5342.78

FG 5342.84

FG 5342.84

FG 5342.70

FG 5342.82

FG 5342.74

FG 5342.84FG 5342.84

FG 5342.74

FG 5342.82

FG 5342.70

FG 5342.84

FG 5342.84 FG 5341.41

FG 5340.62

FG 5342.44FG 5342.58

FG 5342.97

FG 5343.11

FG 5343.23

FG 5343.29

FG 5343.43

FG 5343.37

FG 5343.10 FG 5342.76

FG 5342.54

FG 5343.30

FG 5343.20

FG 5342.90

FG 5343.00

FG 5343.12

FG 5343.00

FG 5342.79FG 5342.90

FG 5342.46

FG 5342.40

FG 5342.80

FG 5342.90 FG 5342.50

FG 5342.60

FG 5342.80

FG 5342.72

FG 5343.18

FG 5342.70

FG 5342.50

TC 5340.53

TC 5340.72

TC 5343.28

TC 5343.68

TC 5341.32

TC 5341.36

TC 5346.18

FL 5343.41

FL 5343.24

FL 5340.49

FL 5340.47

FL 5340.41

FL 5340.16

FL 5342.31

TC 5342.35

FL 5337.69

FL 5337.97

FL 5339.69

FL 5338.46

FL 5339.92 FL 5338.85

FL 5338.25

FL 5342.76

FL 5341.80

FL 5343.32

TC 5343.36

FG 5343.45

TC 5342.34

TC 5342.56 FL 5342.30

FL 5342.52

5342.96 FFE

5342.96 FFE

5342.96 FFE

5342.96 FFE

FL 5345.80

FL 5341.00

FL 5341.28

FG 5337.50

FG 5338.49

FG 5338.37

FG 5337.93

FL 5337.64

FG 5342.90

FG 5338.55

FG 5337.44

FG 5337.26

FG 5338.82

FG 5338.64

FG 5337.49

FG 5337.26

FG 5338.45

FG 5337.25

FG 5338.99

FG 5338.20

FG 5337.86

FL 5343.39

TC 5343.77

TC 5343.26

TC 5342.30

TC 5340.19

RIM 5340.26

RIM 5343.41

RIM 5342.19

RIM 5339.20

FG 5345.82

FG 5345.73

FL 5345.69

RIM 5337.82

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra d.

di t:e he dm d:5 /8

/2

:2

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

GRADING ENLARGEMENTS

CG402

22SBEH

N0 10' 20'

SCALE:1

SITE PLAN ENLARGEMENT

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

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

SOIL BORING LOCATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

PROPOSED CONCRETE MOW STRIP

SILT FENCE

INLET SEDIMENT PROTECTION

FINISHED GRADE ELEVATION

FINISHED FLOOR ELEVATION

TOP OF CURB ELEVATION

FLOW LINE OF CURB

RIM ELEVATION

INVERT ELEVATION

RIP RAP

FFE 800.1

RIM 800.1

INV 800.1

FL 800.1

FG 800.1

TC 800.1

1. CONCRETE MOW STRIPS TO MATCH

ELEVATIONS OF TOP BACK OF CURB.

SHEET NOTES

AutoCAD SHX Text B-6

AutoCAD SHX Text 5/5/2023

AutoCAD SHX Text B-1

FLO

R

A L

R

EG

U

LA

TIO

N

S

FLORAL

REGULATIO

NS

FLORAL

REGULATIONS

C

EM

ET

ER

Y R

O

AD

RIM 5335.13

RIM 5335.01

RIM 5338.25

RIM 5336.26

RIM 5335.88

RIM 5335.89

RIM 5334.96

RIM 5336.30

RIM 5337.62

CO

CO

CO

RIM 5335.13

FG 5342.84

FG 5342.70

FG 5342.82

FG 5342.74

FG 5342.84

FG 5342.84

FG 5342.74

FG 5342.82

FL 5339.92

FL 5338.85

FL 5338.25

5342.96 FFE

FG 5337.88

FG 5338.80

FG 5339.76

FG 5337.93

FG 5336.77

FG 5336.65

FG 5335.76

FG 5336.15

FG 5336.45

FG 5336.30

FG 5336.30

FG 5336.30

FG 5336.65

FG 5336.69

FG 5336.56

FG 5336.60

FG 5335.92

FG 5335.88

FG 5335.63

FG 5335.72

FG 5335.88

TC 5337.09

TC 5336.88

FL 5336.59

FL 5336.53

FL 5336.44

FL 5336.38

FL 5337.64

FL 5335.76

FL 5335.74

FL 5336.85

FL 5336.29

FL 5335.12

FL 5335.09

FL 5335.09

FG 5335.41

FG 5336.43

FG 5338.88

FL 5336.01

FL 5335.99

FL 5336.57

FG 5337.26

TC 5336.92

TC 5336.70

TC 5335.91

TC 5335.71

TC 5336.04

TC 5335.58

TC 5335.41

TC 5335.62

TC 5336.26

TC 5335.69

TC 5335.51

TC 5335.85

FL 5335.67

FL 5335.54

FL 5335.37

FL 5335.26

FL 5335.35

FL 5335.40

FL 5335.48

FL 5335.56

FL 5336.55

FL 5336.48

FL 5336.40

FL 5336.34

FL 5335.77

FL 5335.65

FL 5335.47 FL 5335.37

FG 5335.64

FG 5335.47

FG 5336.54

FG 5338.99

FG 5337.75

FG 5335.30

FG 5337.26

FG 5337.25

FG 5336.93

FG 5336.11

FG 5337.36

FG 5338.17

FG 5336.19

FG 5335.45

FG 5338.59

FG 5338.06

FG 5337.28

FG 5336.96

FG 5336.38

FG 5337.68

FG 5338.06

FG 5339.59

FG 5337.09

FG 5338.67

FG 5337.62

FG 5338.99

FG 5338.20

FG 5337.86

FG 5339.61

TC 5336.24

FG 5337.85

RIM 5335.10

TC 5335.52

FG 5335.58

FG 5335.50

TC 5335.44

TC 5336.57

TC 5336.48

TC 5336.52

TC 5336.44

RIM 5336.27

RIM 5335.13

RIM 5334.96

RIM 5335.01

FG 5336.58

FG 5336.50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra d.

di t:e he dm d:5 /8

/2

:2

:5/

9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

KEY MAP N.T.S.

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

GRADING ENLARGEMENTS

CG403

23SBEH

N 0 10' 20'

SCALE:1

SITE PLAN ENLARGEMENT

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

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

SOIL BORING LOCATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

PROPOSED CONCRETE MOW STRIP

SILT FENCE

INLET SEDIMENT PROTECTION

FINISHED GRADE ELEVATION

FINISHED FLOOR ELEVATION

TOP OF CURB ELEVATION

FLOW LINE OF CURB

RIM ELEVATION

INVERT ELEVATION

RIP RAP

FFE 800.1

RIM 800.1

INV 800.1

FL 800.1

FG 800.1

TC 800.1

1. CONCRETE MOW STRIPS TO MATCH

ELEVATIONS OF TOP BACK OF CURB.

SHEET NOTES

AutoCAD SHX Text 5/5/2023

AutoCAD SHX Text B-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _e ro si on .d di t:js ch m itz er le s av ed

:5/ 9/

:0

AM

:5/ 9/

:2

AM

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735

ELKO NATIONAL CEMETERY

943-001

5/5/2023

3602 JENNINGS WAY, ELKO, NV 89801

BID DOCUMENTS

Date: Dwg. of 133

BID DOCUMENTS

IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE, STE 215

EDINA, MN 55439

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N.

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

TERRACON

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

801-545-8500

JENNIFER DIERCKSEN

AESUS

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

480-454-2861

ORLANDO GONZALES

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

EROSION DETAILS

CG501

24SBEH

TOP OF BERM = 5328.00

EOF = 5327.00

FINISHED GRADE

20 CY CLASS 300 RIPRAP

GRAVEL

PAVEMENT

SECTION

NON WOVEN

GEOTEXTILE FABRIC

DRY DETENTION

BASIN

TOP/BERM

5328.00

TOP/BERM

5328.00

20'

(TYP.)

20'

(TYP.)

10' MIN.

(TYP.)

EOF (SPILLWAY)

ELEV. 5327.00

GRAVEL

PAVEMENT

SECTION

SCALE:6

EMERGENCY OVERFLOW (EOF)

NTS

1'

1.

5'