230623 Elko NV 943-001 New Cemetery Construction Bid Docs Plans 3 of 8.pdf

12 12

212"

2"

C

M

CC4G

MI

A

S

S

S

S

S

S

S

S

6"

2"

2"

2"

6"

6"

2"

2"

3"

2" 2"

212"

2"

2"

6"

2"

212"

2"

212"

2"

3"

R

FD

6"

3"

3"

3"

2"

FD

S

S

S

D

D

D

D

212"

FD

3"

4"

6"

2"

212"

2"

DRY DETENTION BASIN

(P1)

FLORAL

REGULATIONS

FL

O

RA

L

RE

G

U

LA

TI

O

N S

FLORAL

REGULATIONS

FLORAL REGULATIONS

FL

O

RA

L

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U

LA

TI

O

N S

CITY SANITARY

SEWER POC

CITY WATER POC

DOMESTIC

WATER SERVICE

METER PIT

PUMP STATION

WITH BACK FLOW

PREVENTER, SEE

IRRIGATION

WATERMAIN

EXTENSION

SANITARY

EXTENSION

48" STORM

RE-ROUTE

SANITARY

SERVICE

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

STMH-129

CBMH-202

CBMH-130

FES-203

CBMH-131

FES-201

CBMH-128

CB-127

CBMH-126

STMH-306

CBMH-124

CB-125STMH-122

CB-123

FES-116

STMH-121

STMH-120

STMH-115

CBMH-119

CBMH-118

CBMH-118A

STMH-305

CBMH-117

CBMH-113

STMH-304

CBMH-114

CB-110

CBMH-109

CBMH-111

CB-112

CBMH-108

CB-109A

CBMH-106

CBMH-107

STMH-303

STMH-105

STMH-104

STMH-103

STMH-102

FES-301

FES-403

FES-401

FES-101

STMH-302

OCS-402

CO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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9/

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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

OVERALL UTILITY PLAN

CU101

25SBEH

N 0 50' 100'

SCALE:1

OVERALL UTILITY PLAN

1"=50'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

SANITARY STRUCTURE SCHEDULE

STRUCTURE

NUMBER DIAMETER (IN)

CASTING

(NEENAH OR

APPROVED

EQUAL)

SMH-01 48 R-1642-A

SMH-02 48 R-1642-A

SMH-03 48 R-1642-A

SMH-04 48 R-1642-A

SMH-05 48 R-1642-A

SMH-06 48 R-1642-A

SMH-07 48 R-1642-A

SMH-08 48 R-1642-A

STUB-09 48 R-1642-A

STORM STRUCTURE SCHEDULE

STRUCTURE NUMBER DIAMETER (IN) CASTING (NEENAH OR APPROVED

EQUAL)

FES-101 24 RCP

STMH-102 48 R-1642

STMH-103 48 R-1642

STMH-104 48 R-1642

STMH-105 48 R-1642

CBMH-106 48 R-3501-TB

CBMH-107 60 R-3067-V

CBMH-108 48 R-3501-TL

CBMH-109 48 R-3067-V

CB-109A 48 R-4342

CB-110 DROP INLET TYPE 4R R-3501-TL

CBMH-111 48 R-3067-V

CB-112 DROP INLET TYPE 4R R-3501-TR

CBMH-113 48 R-3501-TR

CBMH-114 48 R-4342

STMH-115 48 R-1642

FES-116 12 RCP

CBMH-117 48 R-3067-V

CBMH-118 48 R-3067-V

CBMH-118A 48 R-4342

CBMH-119 48 R-3067-V

STMH-120 48 R-1642

STMH-121 48 R-1642

STMH-122 48 R-1642

CB-123 8" NYLOPLAST OR APPROVED EQUAL EJ 8" BEEHIVE OR APPROVED EQUAL

CBMH-124 48 R-3067-V

CB-125 DROP INLET TYPE 4R R-3067-V

CBMH-126 48 R-3067-V

CB-127 DROP INLET TYPE 4R R-3067-V

CBMH-128 48 R-3501-TR

STMH-129 48 R-1642

CBMH-130 48 R-3501-TR

CBMH-131 48 R-2501

FES-201 12 RCP

CBMH-202 48 R-4342

FES-203 12 RCP

FES-301 48 RCP

STMH-302 84 R-1642

STMH-303 72 R-1642

STMH-304 72 R-1642

STMH-305 72 R-1642

STMH-306 72 R-1642

FES-403 36 RCP

OCS-402 60 HAALA 60-57

FES-401 36 RCP

AutoCAD SHX Text

BF

AutoCAD SHX Text P

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

10'X10' GRATED DRAINAGE INTAKE INTAKE=5314.4 INVERT=5310.0

AutoCAD SHX Text THIS SEGMENT IS DEPICTED AS CONNECTING PER GIS MAPPING. HOWEVER, THE LOCATE PERSON WAS NOT ABLE TO FIELD VERIFY THIS CONNECTION

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

INV=5341.5

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

INV=5324.6

AutoCAD SHX Text

INV=5324.6

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

RIM=5320.8 INV=5309.7

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

12" WATER MAIN

AutoCAD SHX Text

10" WATER MAIN

AutoCAD SHX Text

10" WATER MAIN

AutoCAD SHX Text

10" WATER MAIN

AutoCAD SHX Text

12" WATER MAIN

AutoCAD SHX Text 5/5/2023

AutoCAD SHX Text

PIV

12"

S

2"

2"

2"

3"

2"

S

FD

2"

12"

2"

FL

OR

AL

RE

GU

LA

TI

ON

S

CEMET

FLORAL

REGULATIONS

CORTEG

C E

M E

T E

R Y

ROA D

CO

STMH-129

RIM 5352.24

INV 5346.51 (6" IN)

INV 5346.51 (6" IN)

INV 5346.01 (12" OUT)

CBMH-130

RIM 5352.56

INV 5345.87 (12" IN)

INV 5345.82 (12" OUT)

CBMH-128

RIM 5350.57

INV 5344.02 (12" IN)

INV 5344.02 (12" IN)

INV 5343.97 (12" OUT) CB-127

RIM 5346.18

INV 5341.57 (12" OUT)

CBMH-126

RIM 5345.18

INV 5340.96 (12" IN)

INV 5340.96 (12" IN)

INV 5340.91 (12" OUT)

CBMH-124

RIM 5343.41

INV 5337.92 (12" IN)

INV 5337.92 (12" IN)

INV 5337.86 (12" OUT)

CB-125

RIM 5342.19

INV 5338.75 (12" OUT)

100 LF 12" RCP ST @ 3.00%

19 LF 12" RCP ST @ 4.31%

19 LF 12" RCP ST @ 3.12%

120 LF 12" RCP ST @ 2.50%

LF

" R

CP ST @

2.

72 LF 12" RCP ST @

2.50%

6 LF 6" HDPE ST @ 0.50%

2 LF 6" HDPE ST @ 0.50%

2 LF 6" HDPE ST @ 0.50%

C O

-0+25

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.8

0+00

.7

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1+00

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2+00

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3+00

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3+88

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IN

V

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(6

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IN

V

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(1

2" O

U T)

94 LF 12" RCP ST @ 2.50%

C

BM

H -1

ST

A:

0+

.0

R

IM

2.

IN

V

.8

(1

2"

IN

IN

V

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(1

2" O

U T)

72 LF 12" RCP ST @ 2.50%

C

BM

H -1

ST

A:

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R

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0.

IN

V

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(1

2"

IN

IN

V

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(1

2"

IN

IN

V

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(1

2" O

U T)

120 LF 12" RCP ST @ 2.50%

C

BM

H -1

ST

A:

2+

.2

R

IM

5.

IN

V

.9

(1

2"

IN

IN

V

.9

(1

2"

IN

IN

V

.9

(1

2" O

U T)

100 LF 12" RCP ST @ 3.00%

C

BM

H -1

ST

A:

3+

.0

R

IM

3.

IN

V

.9

(1

2"

IN

IN

V

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(1

2"

IN

IN

V

.8

(1

2" O

U T)

3"

FL

OR

AL

RE

GU

LA

TI

ON

S

0+00

CO

CBMH-131

RIM 5351.59

INV 5348.72 (6" IN)

INV 5348.22 (12" OUT)

94 LF 12" RCP ST @ 2.50%

11 LF 4" DRAINTILE @ 0.50%

9 LF 6" HDPE ST @ 0.50%

3 LF 6" HDPE ST @ 0.50%

22 LF 6" HDPE ST @ 0.50%

CLEANOUT

2" BELOW

FINISHED GRADE

I. 5348.93(4" OUT)

C O

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 to rm

_u til

.d di t:js ch m itz er le s av ed :5/

9/

: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

STORM CBMH-131 TO CBMH-124 -

0+00 TO 3+88

CU401

26SBEH

N

0 20' 40'

SCALE:1

PLAN - STORM CBMH-131 TO CBMH-124 - 0+00 TO 3+88

1"=20'

SCALE:2

PROFILE - STORM CBMH-131 TO CBMH-124 - 0+00 TO 3+88

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

EXISTING GRADE

PROPOSED GRADE

SCALE:3

PLAN - MEMORIAL WALL ENLARGEMENT

1"=10' N

0 10' 20'

EX

IS

TI

N

G

PR

O

PO

SE

D

SEE ENLARGEMENT

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

25 LF 6" HDPE ST @ 0.50%

106 6" HDPE ST @ 0.50%

CLEANOUT

RIM 5349.41

I. 5348.84(6" OUT)

AutoCAD SHX Text 5/5/2023

.1

.7

3+50

.0

.3

4+00

.7

.5

5+00 6+00

.7

.8

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.0

C

BM

H -1

ST

A:

3+

.0

R

IM

3.

IN

V

.9

(1

2"

IN

IN

V

.9

(1

2"

IN

IN

V

.8

(1

2" O

U T)

83 LF 12" RCP ST @ 5.59%

C

BM

H -1

ST

A:

4+

.8

R

IM

0.

IN

V

.2

(1

2"

IN

IN

V

.2

(1

2"

IN

IN

V

.0

(1

2" O

U T)

100 LF 12" RCP ST @ 4.00%

C

BM

H -1

ST

A:

5+

.8

R

IM

8.

IN

V

.0

(1

2"

IN

IN

V

.0

(1

2"

IN

IN

V

.9

(1

2" O

U T)

27 LF 12" RCP ST @ 3.96%

C

BM

H -1

ST

A:

5+

.8

R

IM

7.

IN

V

.3

(4

" I N

IN

V

.1

(2

1"

IN

IN

V

.8

(1

2"

IN

IN

V

.0

(2

1" O

U T)

2 1 2"

2" S

S

2"

2"

2"

2 1 2"

2"

2 1 2"2"

FD

S

S

D

2"

FL

O

RA

L

RE

G

U

LA

TI

O

N S

FLORAL

REGULATIONS

CEMETERY ROAD

FLORAL

REGULATIONS

CORTEGE LANE

CO

CO

CO

CO

CO

CO

CO

CB-127

RIM 5346.18

INV 5341.57 (12" OUT)

CBMH-124

RIM 5343.41

INV 5337.92 (12" IN)

INV 5337.92 (12" IN)

INV 5337.86 (12" OUT)

CB-125

RIM 5342.19

INV 5338.75 (12" OUT)

STMH-121

RIM 5341.91

INV 5336.94 (12" IN)

INV 5336.81 (12" OUT)

STMH-120

RIM 5341.08

INV 5334.84 (12" IN)

INV 5334.68 (12" OUT)

CBMH-119

RIM 5340.26

INV 5333.23 (12" IN)

INV 5333.23 (12" IN)

INV 5333.07 (12" OUT)

CBMH-118

RIM 5339.20

INV 5329.76 (12" IN)

INV 5329.76 (12" OUT)

CBMH-118A

RIM 5338.50

INV 5332.57 (6" IN)

INV 5332.07 (12" OUT)

STMH-305

RIM 5338.47

INV 5331.32 (48" IN)

INV 5331.19 (48" OUT)

CBMH-117

RIM 5338.04

INV 5329.07 (12" IN)

INV 5329.07 (12" IN)

INV 5328.91 (12" OUT)

CBMH-113

RIM 5337.82

INV 5329.33 (4" IN)

INV 5327.17 (21" IN)

INV 5327.84 (12" IN)

INV 5327.09 (21" OUT)

CBMH-114

RIM 5337.10

INV 5329.53 (12" IN)

INV 5328.78 (21" OUT)

CBMH-109

RIM 5336.26

INV 5329.89 (12" IN)

CBMH-111

RIM 5335.88

INV 5326.84 (12" IN)

INV 5326.09 (21" IN)

INV 5326.05 (21" OUT)

CB-112

RIM 5335.89

INV 5327.80 (12" OUT)

0 L

F

" R

CP

ST

3.

83 LF 12" RCP ST @ 5.59%

100 LF 12" RCP ST @ 4.00%

101 LF 21" RCP ST @

1.00%

80 LF 21" RCP ST @ 2.00%

27 LF 12" RCP ST @ 3.96%

19 LF 12" RCP ST @ 4.31%

19 LF 12" RCP ST @ 3.12%

17 LF 12" RCP ST @ 4.16%

55 LF 4" DRAINTILE @ 0.50%

45 LF 12" RCP ST @ 3.23%

32 LF 4" HDPE ST @ 0.50%

115 LF 48" RCP ST @ 1.30%

136 LF 12" RCP ST @ 2.45%

24 LF 12" RCP ST @ 3.95%

53 LF 21" RCP ST @

1.00%

5 LF 4" HDPE ST @ 2.00%

29 LF 6" HDPE ST @ 5.00%

47 LF 12" RCP ST @ 4.96%

55 LF 4" DRAINTILE @ 2.11%

CLEANOUT

RIM 5338.39

INV 5330.64 (4" OUT)

CLEANOUT

RIM 5337.52

INV 5329.89 (4" OUT)

CLEANOUT

RIM 5337.31

INV 5329.63 (4" OUT)

I. 5334.74

I. 5334.37

3 LF 4" HDPE ST @ 1.50%

CEMETERY RO

FLORAL

REGULATIONS

CO

CO

CO

CO

STMH-122

RIM 5342.91

INV 5338.94 (8" IN)

INV 5339.27 (4" IN)

INV 5339.27 (4" IN)

INV 5338.60 (12" OUT)

CB-123

RIM 5342.89

INV 5339.97 (8" OUT)

STMH-121

RIM 5341.91

INV 5336.94 (12" IN)

INV 5336.81 (12" OUT)

56 LF 12" RCP ST @ 3.00%

49 LF 12" RCP ST @ 4.00%

30 LF 4" HDPE ST @ 1.57%

25 LF 4" HDPE ST @ 5.00%

24 LF 4" HDPE ST @ 0.53%

2 LF 4" HDPE ST @ 0.50%

19 LF 4" HDPE ST @ 4.35%

18 LF 4" HDPE ST @ 4.25%

CLEANOUT

2" BELOW

FINISHED GRADE

I. 5340.83(4" OUT)

CLEANOUT

2" BELOW

FINISHED GRADE

I. 5341.01(4" OUT)

CLEANOUT

2" BELOW

FINISHED GRADE

I. 5340.72(4" OUT)

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 to rm

_u til

.d di t:js ch m itz er le s av ed :5/

9/

: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

STORM - CBMH-124 TO CBMH-113 -

3+50 TO 6+00

CU402

27SBEH

N

0 20' 40'

SCALE:1

PLAN - STORM - CBMH-124 TO CBMH-113 - 3+50 TO 6+00

1"=20'

SCALE:2

PROFILE - STORM - CBMH-124 TO CBMH-113 - 3+50 TO 6+00

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

EXISTING GRADE

PROPOSED GRADE

EX

IS

TI

N

G

PR

O

PO

SE

D

SCALE:3

PLAN - COLUMBARIUM ENLARGEMENT

1"=10'

N 0 10' 20'

SEE ENLARGEMENT

35 LF 8" HDPE ST @ 2.97%

6 LF 4" HDPE ST @ 8.93%

16 LF 4" HDPE ST @ 0.50%

CLEAN OUT

2" BELOW

FINISHED GRADE

I. 5320.63(4" OUT)

20 LF 4" HDPE ST @ 3.00%

41 LF 6" HDPE ST @ 1.50%

17 LF 6" HDPE ST @ 1.50%

8 LF 6" HDPE ST @ 1.50%

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

AutoCAD SHX Text 5/5/2023

.0

.2

0+00

.6

.9

.4

.5

1+00

.6

.2

.8

.5

2+00

.8

.6

.5

.3

3+00

.6

.9

.3

.0

4+00

.3

.5

.7

.0

4+75

C

BM

H -1

ST

A:

3+

.5

R

IM

7.

IN

V

.3

(4

" I N

IN

V

.1

(2

1"

IN

IN

V

.8

(1

2"

IN

IN

V

.0

(2

1" O

U T)

153 LF 12" RCP ST @ 5.50%

ST

M

H -1

ST

A:

1+

.0

R

IM

1.

IN

V

.0

(1

2"

IN

IN

V

.8

(1

2" O

U T)

136 LF 12" RCP ST @ 2.45%

C

BM

H -1

ST

A:

2+

.0

R

IM

7.

IN

V

.5

(1

2"

IN

IN

V

.7

(2

1" O

U T)

80 LF 21" RCP ST @ 2.00%

101 LF 21" RCP ST @ 1.00%

C

BM

H -1

ST

A:

4+

.0

R

IM

5.

IN

V

.8

(1

2"

IN

IN

V

.0

(2

1"

IN

IN

V

.0

(2

1" O

U T)

.2

.2

0+00

.2

.4

.2

.8

1+00 1+50

C B-

ST

A:

0+

.0

R

IM

6.

IN

V

.6

(1 2"

O U

T)

24 LF 12" RCP ST @ 2.96%

C

BM

H -1

ST

A:

0+

.3

R

IM

6.

IN

V

.8

(1

2"

IN

IN

V

.8

(1

2"

IN

IN

V

.7

(1

2" O

U T)

80 LF 12" RCP ST @ 3.01%

C

BM

H -1

ST

A:

1+

.2

R

IM

5.

IN

V

.3

(1

2"

IN

IN

V

.6

(4

" I N

IN

V

.2

(1

2" O

U T)

32 LF 12" RCP ST @ 3.00%

C

BM

H -1

ST

A:

1+

.5

R

IM

4.

IN

V

.5

(2

1"

IN

IN

V

.2

(1

2"

IN

IN

V

.2

(2

4" O

U T)

12 12

S

212"

2"

212"

2" 12

S

S

D

TRAD 30OS 10SECTION 26

FLORAL

REGULATIONS

TE

RY ROAD

LANE

5+00

EP: 5+95.81

PI: 4+68.83

PI: 5+68.85

0+

1+

2+00

3+00

4+00

5+00

BP: 0+00.00

PI: 1+53.09

PI

: 2

+8 9.

PI: 3+69.52

PI: 4+70.08

EP: 1+36.57

2+00

3+00

PI

: 1

+3 7.

CO

CO

CO

CO

CO

STMH-306

RIM 5346.37

INV 5339.70 (48" IN)

INV 5339.70 (48" OUT)

FES-116

INV 5341.50

STMH-121

RIM 5341.91

INV 5336.94 (12" IN)

INV 5336.81 (12" OUT)

STMH-120

RIM 5341.08

INV 5334.84 (12" IN)

INV 5334.68 (12" OUT)

STMH-115

RIM 5341.00

INV 5333.08 (12" IN)

INV 5332.86 (12" OUT)

CBMH-119

RIM 5340.26

INV 5333.23 (12" IN)

INV 5333.23 (12" IN)

INV 5333.07 (12" OUT)

CBMH-118

RIM 5339.20 CBMH-118A

CBMH-117

RIM 5338.04

INV 5329.07 (12" IN)

INV 5329.07 (12" IN)

INV 5328.91 (12" OUT)

CBMH-113

RIM 5337.82

INV 5329.33 (4" IN)

INV 5327.17 (21" IN)

INV 5327.84 (12" IN)

INV 5327.09 (21" OUT)

CBMH-114

RIM 5337.10

INV 5329.53 (12" IN)

INV 5328.78 (21" OUT)

CBMH-109

RIM 5336.26

CBMH-111

RIM 5335.88

INV 5326.84 (12" IN)

INV 5326.09 (21" IN)

INV 5326.05 (21" OUT)

CB-112

RIM 5335.89

INV 5327.80 (12" OUT)

CBMH-107

RIM 5334.96

INV 5325.52 (21" IN)

100 LF 12" RCP ST @ 4.00%

101 LF 21" RCP ST @ 1.00%

80 LF 21" RCP ST @ 2.00%

27 LF 12" RCP ST @ 3.96%

17 LF 12" RCP ST @ 4.16%

55 LF 4" DRAINTILE @ 0.50%

3 L

F 12 " R

CP ST @

5.

45 LF 12" RCP ST @ 3.23%

32 LF 4" HDPE ST @ 0.50%

372 LF 48" RCP ST @ 2.25%

136 LF 12" RCP ST @ 2.45%

24 LF 12" RCP ST @ 3.95%

53 LF 21" RCP ST @ 1.00%

5 LF 4" HDPE ST @ 2.00%

55 LF 4" DRAINTILE @ 2.11%

CLEANOUT

RIM 5338.39

INV 5330.64 (4" OUT) CLEANOUT

RIM 5337.52

INV 5329.89 (4" OUT)

CLEANOUT

RIM 5337.31

INV 5329.63 (4" OUT)

3 LF 4" HDPE ST @ 1.50%

12 12

2"

S

6"

6"

212"

2"

212"

2"

3"

PPC

SECTION 2

FLORAL

REGULATIONS

FL

O

RA

L

RE

G

U

LA

TI

O

N S

FLORAL

REGULATIONS

5+00

6+00

PI: 4+70.08

PI: 5+22.73

PI: 5+47.06

0+00

1+00

EP: 1+36.57

PI: 0+24.34

PI: 1+04.26

CO

CO

CO

CB-110

RIM 5336.27

INV 5330.61 (12" OUT)

CBMH-109

RIM 5336.26

INV 5329.89 (12" IN)

INV 5329.89 (12" IN)

INV 5329.77 (12" OUT)

CBMH-111

RIM 5335.88

INV 5326.84 (12" IN)

INV 5326.09 (21" IN)

INV 5326.05 (21" OUT)

CBMH-108

RIM 5335.13

INV 5327.36 (12" IN)

INV 5327.62 (4" IN)

INV 5327.24 (12" OUT)

CB-109A

RIM 5335.10

INV 5330.95 (12" OUT)

CBMH-106

RIM 5335.01

INV 5325.03 (24" IN)

INV 5324.99 (24" OUT)

CBMH-107

RIM 5334.96

INV 5325.52 (21" IN)

INV 5326.27 (12" IN)

INV 5325.27 (24" OUT)

101 LF 21" RCP ST @ 1.00%

106 LF 24" RCP ST @ 1.00%

24 LF 12" RCP ST @ 2.96%

32 LF 12" RCP ST @ 3.00%

7 LF 4" HDPE ST @ 0.50%

30 LF 4" HDPE ST @ 1.10%

150 LF 4" DRAINTILE @ 1.66%

150 LF 4" DRAINTILE @ 1.47%

1 LF 4" HDPE ST @ 0.50%

26 LF 4" HDPE ST @ 2.12%

24 LF 12" RCP ST @ 3.95%

53 LF 21" RCP ST @ 1.00%

24 LF 24" RCP ST @ 0.99%

80 LF 12" RCP ST @ 3.01%

53 LF 12" RCP ST @

2.00% CLEANOUT

RIM 5336.30

INV 5328.55 (4" OUT)

CLEANOUT

RIM 5337.62

I. 5329.87(4" OUT)

CLEANOUT

RIM 5338.25

I. 5330.50(4" OUT)

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 to rm

_u til

.d di t:js ch m itz er le s av ed :5/

9/

: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

STORM - FES-116 TO CBMH-111 -

0+00 TO 4+75

CU403

28SBEH

N

0 20' 40'

SCALE:1

PLAN - STORM - FES-116 TO CBMH-111 - 0+00 TO 4+75

1"=20'

SCALE:3

PROFILE - STORM - FES-116 TO CBMH-111 - 0+00 TO 4+75

H: 1"=20' V: 1"=5' SCALE:4

PROFILE - CB-110 TO CBMH-107

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

EXISTING GRADE

PROPOSED GRADE

N

0 20' 40'

SCALE:2

PLAN - CB-110 TO CBMH-107

1"=20'

EXISTING GRADE

PROPOSED GRADE

EX

IS

TI

N

G

PR

O

PO

SE

D

EX

IS

TI

N

G

PR

O

PO

SE

D

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

AutoCAD SHX Text

INV=5339.7

AutoCAD SHX Text 5/5/2023

.3

.5

4+50

.8

.5

5+00

.2

.1

.1

.0

6+00

.2

.9

.2

.9

7+00

.3

.8

.5

.7

8+00

.7

.8

.8

.0

9+00

.0

.9

10+00

C

BM

H -1

ST

A:

4+

.0

R

IM

5.

IN

V

.8

(1

2"

IN

IN

V

.0

(2

1"

IN

IN

V

.0

(2

1" O

U T)

53 LF 21" RCP ST @ 1.00%

C

BM

H -1

ST

A:

5+

.7

R

IM

4.

IN

V

.5

(2

1"

IN

IN

V

.2

(1

2"

IN

IN

V

.2

(2

4" O

U T)

24 LF 24" RCP ST @ 0.99%

C

BM

H -1

ST

A:

5+

.0

R

IM

5.

IN

V

.0

(2

4"

IN

IN

V

.9

(2

4" O

U T)

106 LF 24" RCP ST @ 1.00%

ST

M

H -1

ST

A:

6+

.4

R

IM

3.

IN

V

.9

(2

4"

IN

IN

V

.8

(2

4" O

U T)

88 LF 24" RCP ST @ 1.00%

ST

M

H -1

ST

A:

7+

.0

R

IM

1.

IN

V

.0

(2

4"

IN

IN

V

.9

(2

4" O

U T)

89 LF 24" RCP ST @ 1.00%

ST

M

H -1

ST

A:

8+

.0

R

IM

0.

IN

V

.0

(2

4"

IN

IN

V

.0

(2

4" O

U T)

104 LF 24" RCP ST @ 1.00%

ST

M

H -1

ST

A:

9+

.5

R

IM

8.

IN

V

.0

(2

4"

IN

IN

V

.9

(2

4" O

U T)

45 LF 24" RCP ST @ 2.13%

12 12

2"

6"

212"

2"

212"

2"

3"

DRY DETENTION BASIN

(P1)

FLORAL

REGULATIONS

9+83

5+00

6+00

7+00

8+00

9+00

PI: 4+70.08

PI: 5+22.73

PI: 5+47.06

PI: 6+53.41

PI

: 7

+4 1.

PI

: 8

+3 0.

PI: 9+33.55

1+00

EP: 1+36.57

PI: 1+04.26

CBMH-109

RIM 5336.26

INV 5329.89 (12" IN)

INV 5329.89 (12" IN)

INV 5329.77 (12" OUT)

CBMH-111

RIM 5335.88

INV 5326.84 (12" IN)

INV 5326.09 (21" IN)

INV 5326.05 (21" OUT)

CB-112

RIM 5335.89

INV 5327.80 (12" OUT)

CBMH-108

RIM 5335.13

INV 5327.36 (12" IN)

INV 5327.62 (4" IN)

INV 5327.24 (12" OUT)

CBMH-106

RIM 5335.01

INV 5325.03 (24" IN)

INV 5324.99 (24" OUT)

CBMH-107

RIM 5334.96

INV 5325.52 (21" IN)

INV 5326.27 (12" IN)

INV 5325.27 (24" OUT)

STMH-105

RIM 5333.20

INV 5323.93 (24" IN)

INV 5323.89 (24" OUT)

STMH-104

RIM 5331.50

INV 5323.01 (24" IN)

INV 5322.97 (24" OUT)

STMH-103

RIM 5330.09

INV 5322.08 (24" IN)

INV 5322.04 (24" OUT)

STMH-102

RIM 5328.38

INV 5321.00 (24" IN)

INV 5320.96 (24" OUT)

FES-403

INV 5320.60

FES-401

INV 5320.49

FES-101

INV 5320.00

106 LF 24" RCP ST @ 1.00%

15 LF 36" RCP ST @ 0.00%

54 LF 36" RCP ST @ 0.20%

88 LF 24" RCP ST @ 1.00%

89 LF 24" RCP ST @ 1.00%

104 LF 24" R

CP ST @

1.00%

45 LF 24" RCP ST @ 2.13%

32 LF 12" RCP ST @ 3.00%

7 LF 4" HDPE ST @ 0.50%

55 LF 4" DRAINTILE @ 0.50%

1 LF 4" HDPE ST @ 0.50%

32 LF 4" HDPE ST @ 0.50%

24 LF 12" RCP ST @ 3.95%

53 LF 21" RCP ST @ 1.00%

24 LF 24" RCP ST @ 0.99%

80 LF 12" RCP ST @ 3.01%

RIM 5337.52

INV 5329.89 (4" OUT)

INV 5329.63 (4" OUT) OCS-402

RIM 5325.50

INV 5320.60 (36" IN)

INV 5320.60 (36" OUT)

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 to rm

_u til

.d di t:js ch m itz er le s av ed :5/

9/

: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

STORM - CBMH-111 TO FES-101 -

4+50 TO 10+00

CU404

29SBEH

N

0 20' 40'

SCALE:1

PLAN - STORM - CBMH-111 TO FES-101 - 4+50 TO 10+00

1"=20'

SCALE:2

PROFILE - STORM - CBMH-111 TO FES-101 - 4+50 TO 10+00

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

EXISTING GRADE

PROPOSED GRADE

EX

IS

TI

N G

PR

O

PO

SE

D

INV. 5320.00

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

AutoCAD SHX Text 5/5/2023

S

FD

S

S

D

TRAD 30OS 10SECTION 26

1+

2+00

3+00

PI: 1+53.09

PI

: 2

+8 9.

2+00

3+00

4+00

5+00

6+00

PI

: 1

+3 7.

PI

: 5

+1 0.

CO

CO

STMH-306

RIM 5346.37

INV 5339.70 (48" IN)

INV 5339.70 (48" OUT)

STMH-120

RIM 5341.08

STMH-115

RIM 5341.00

INV 5333.08 (12" IN)

INV 5332.86 (12" OUT)

STMH-305

RIM 5338.47

INV 5331.32 (48" IN)

INV 5331.19 (48" OUT)

CBMH-113

RIM 5337.82

INV 5329.33 (4" IN)

STMH-304

RIM 5337.73

INV 5329.69 (48" IN)

INV 5329.69 (48" OUT)

CBMH-114

RIM 5337.10

INV 5329.53 (12" IN)

INV 5328.78 (21" OUT)

CB-112

80 LF 21" RCP ST @ 2.00%

55 LF 4" DRAINTILE @ 0.50%

3 L

F 12 " R

CP ST @

5.

372 LF 48" RCP ST @ 2.25%

115 LF 48" RCP ST @ 1.30%

136 LF 12" RCP ST @ 2.45%

5 LF 4" HDPE ST @ 2.00%

55 LF 4" DRAINTILE @ 2.11%

CLEANOUT

RIM 5338.39

INV 5330.64 (4" OUT) CLEANOUT

RIM 5337.52

INV 5329.89 (4" OUT)

CLEANOUT

RIM 5337.31

INV 5329.63 (4" OUT)

3 LF 4" HDPE ST @ 1.50%

-0+25

.5

0+00

.7

.7

1+00

.3

.2

.5

.9

2+00

.6

.5

.7

.5

3+00

.7

.1

.6

.1

4+00

.7

.7

.5

.7

5+00

.4

.7

5+11

138 LF 48" 48 inch CMP ST @ 1.31%

ST

M

H -3

ST

A:

1+

.7

R

IM

6.

IN

V

.7

(4

8"

IN

IN

V

.7

(4

8" O

U T)

372 LF 48" RCP ST @ 2.25%

ST

M

H -3

ST

A:

5+

.0

R

IM

8.

IN

V

.3

(4

8"

IN

IN

V

.1

(4

8" O

U T)

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 to rm

_u til

.d di t:js ch m itz er le s av ed :5/

9/

: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

STORM - STMH-306 TO STMH-304 -

0+00 TO 5+11

CU405

30SBEH

SCALE:1

PLAN - STORM - STMH-306 TO STMH-304 - 0+00 TO 5+11

1"=20'

SCALE:2

PROFILE - STORM - STMH-306 TO STMH-304 - 0+00 TO 5+11

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

N

0 20' 40'

EXISTING GRADE

PROPOSED GRADE

EX

IS

TI

N

G

PR

O

PO

SE

D

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

AutoCAD SHX Text

INV=5339.7

AutoCAD SHX Text 5/5/2023

FD

S

D

6"

ROCKY ROAD

5+00

6+00

7+00 8+00

9+00 10+00

11+00

PI

: 5

+1 0.

PI: 6+25.05

PI

: 8

+3 2.

PI

: 1

0+

.4

EP: 11+29.50

CO

STMH-305

RIM 5338.47

INV 5331.32 (48" IN)

INV 5331.19 (48" OUT) STMH-304

RIM 5337.73

INV 5329.69 (48" IN)

INV 5329.69 (48" OUT)

STMH-303

RIM 5334.47

INV 5327.00 (48" IN)

INV 5326.94 (48" OUT)

FES-301

INV 5320.00

115 LF 48" RCP ST @ 1.30%

207 LF 48" RCP ST @ 1.30%

219 LF 48" RCP ST @ 2.00%

78 LF 48" RCP ST @

3.09%

CLEANOUT

RIM 5338.39

INV 5330.64 (4" OUT) CLEANOUT

RIM 5337.52

INV 5329.89 (4" OUT)

.4

.7

5+10

.5

.4

.3

.0

6+00

.0

.9

.8

.2

7+00

.3

.3

.2

.5

8+00

.1

.6

.3

.2

9+00

.6

.5

.0

.2

10+00

.8

.4

.3

.6

11+00 11+40

ST

M

H -3

ST

A:

5+

.0

R

IM

8.

IN

V

.3

(4

8"

IN

IN

V

.1

(4

8" O

U T)

115 LF 48" RCP ST @ 1.30%

ST

M

H -3

ST

A:

6+

.0

R

IM

7.

IN

V

.6

(4

8"

IN

IN

V

.6

(4

8" O

U T)

207 LF 48" RCP ST @ 1.30%

ST

M

H -3

ST

A:

8+

.3

R

IM

4.

IN

V

.0

(4

8"

IN

IN

V

.9

(4

8" O

U T)

219 LF 48" RCP ST @ 2.00%

ST

M

H -3

ST

A:

+5 1.

R

IM

1.

IN

V

.5

(4

8"

IN

IN

V

.4

(4

8" O

U T)

78 LF 48" RCP ST @ 3.09%

A

6"

212"

2"

3"

6"

3"

2"

212"

CBMH-202

RIM 5353.80

INV 5350.71 (12" IN)

INV 5350.69 (12" OUT)

FES-203

INV 5351.00

FES-201

INV 5349.90

L

F

" R C

P

ST

.4 0%

LF

2" R

C P

ST

.7

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 _s to rm

_u til

.d di t:js ch m itz er le s av ed :5/

9/

: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

STORM - STMH-304 TO FES-301 -

5+11 TO 11+40

CU406

31SBEH

SCALE:1

PLAN - STORM - STMH-304 TO FES-301 - 5+11 TO 11+40

1"=20'

SCALE:2

PROFILE - STORM - STMH-304 TO FES-301 - 5+11 TO 11+40

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

N

0 20' 40'

EXISTING GRADE

PROPOSED GRADE

EX

IS

TI

N

G

PR

O

PO

SE

D

SCALE:3

PLAN - STORM ENTRANCE CULVERT

1"=20'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

INV. 5320.00

AutoCAD SHX Text 5/5/2023

12" PVC C900

WATERMAIN

6" PVC C900

WATERMAIN

BACK FLOW

PREVENTER AND

PUMP STATION

10' MIN

S

S

FD

I. 5344.06 (4" OUT)

RIM 5353.1

STUB-09

I. 5343.68 (4" IN)

I. 5343.35 (8" OUT)

RIM 5351.5

SMH-08

I. 5341.95 (8" IN)

I. 5341.85 (8" OUT)

RIM 5350.3

SMH-06

I. 5342.71 (8" IN)

I. 5342.61 (8" OUT)

RIM 5350.2

SMH-07

I. 5331.37 (8" IN)

I. 5331.27 (8" OUT)

RIM 5337.6

SMH-05

4" PVC SDR35

19 LF -

@ 2.00%

8" PVC SDR35

65 LF -

@ 1.00%

8" PVC SDR35

65 LF -

@ 1.00%

8" PVC SDR35345 LF - @ 3.04% 8" PVC SDR35283 LF - @ 1.00%

0+00

1+00

2+00 3+00 4+00 5+00 6+00 7+00

.0

.4

0+00

.2

.7

.1

.1

1+00

.2

.3

.5

.6

2+00

.1

.2

.1

.3

3+00

.6

.7

.9

.9

4+00

.0

.1

.2

.5

5+00

.1

.1

.2

6+00

.8

6+50

283 LF @ 1.00%

8" PVC SDR35

SM

H

-0

ST

A:

4+

.2

R

IM

7.

IN

V

.3

(8 " I

N

IN

V

.2

(8 " O

U T)

345 LF @ 3.04%8" PVC SDR35

SM

H

-0

ST

A:

1+

.6

R

IM

0.

IN

V

.9

(8 " I

N

IN

V

.8

(8 " O

U T)

65 LF @ 1.00%

8" PVC SDR35

SM

H

-0

ST

A:

0+

.1

R

IM

0.

IN

V

.7

(8 " I

N

IN

V

.6

(8 " O

U T)

65 LF @ 1.00%

8" PVC SDR35

SM

H

-0

ST

A:

0+

.5

R

IM

1.

IN

V

.6

(4 " I

N

IN

V

.3

(8 " O

U T)

19 LF @ 2.00%

4" PVC SDR35

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 sw r_ ut il.

dw di t:js ch m itz er le s av ed

:5/ 9/

: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

SANITARY - STUB-08 TO SMH-05 -

0+00 TO 6+50

CU407

32SBEH

N 0 20' 40'

SCALE:1

PLAN - SANITARY - STUB-08 TO SMH-05 - 0+00 TO 6+50

1"=20'

SCALE:2

PROFILE - SANITARY - STUB-08 TO SMH-05 - 0+00 TO 6+50

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

PR

O

PO

SE

D

EX

IS

TI

N

G

PROPOSED GRADE

EXISTING GRADE

STUB-09

INV. 5344.08

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

4'

AutoCAD SHX Text 5/5/2023

METER PIT

BACK FLOW

PREVENTER AND

PUMP STATION

353'

C

M

CC4G

MI

S

R

FD

I. 5327.80 (8" IN)

I. 5327.69 (8" OUT)

RIM 5333.2

SMH-03

I. 5328.45 (8" IN)

I. 5328.35 (8" OUT)

RIM 5332.9

SMH-04

I. 5324.95 (8" IN)

I. 5324.85 (8" OUT)

RIM 5330.6

SMH-02

I. 5321.20 (8" IN)

RIM 5329.6

SMH-01

8" PVC SDR35283 LF - @ 1.00%

8" PVC SDR35

37 LF -

@ 1.50%

8" PVC SDR35183 LF - @ 1.50% 8" PVC SDR35183 LF - @ 2.00%

6+00 7+00

8+00

9+00 10+00 11+00 11+78

.8

.0

.9

.4

.1

.3

.3

.6

.6

.6

.7

.1

11+78

SM

H

-0

ST

A:

7+

.9

R

IM

2.

IN

V

.4

(8 " I

N

IN

V

.3

(8 " O

U T)

37 LF @ 1.50%8" PVC SDR35

SM

H

-0

ST

A:

8+

.7

R

IM

3.

IN

V

.8

(8 " I

N

IN

V

.6

(8 " O

U T)

183 LF @ 1.50%8" PVC SDR35

SM

H

-0

ST

A:

9+

.4

R

IM

0.

IN

V

.9

(8 " I

N

IN

V

.8

(8 " O

U T)

183 LF @ 2.00%8" PVC SDR35

SM

H

-0

ST

A:

+7

8.

R

IM

9.

IN

V

.2

(8 " I

N

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 sw r_ ut il.

di t:js ch m itz er le s av ed

:5/ 9/

: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

SANITARY - SMH-04 TO SMH-01 -

6+50 TO 11+78

CU408

33SBEH

N 0 20' 40'

SCALE:1

PLAN - SANITARY - SMH-04 TO SMH-01 - 6+50 TO 11+78

1"=20'

SCALE:2

PROFILE - SANITARY - SMH-04 TO SMH-01 - 6+50 TO 11+78

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

EX

IS

TI

N

G

EXISTING/PROPOSED

GRADE

EASEMENT

PROPOSED

GRADE

PR

O

PO

SE

D

283 LF @ 1.00%

8" PVC SDR35

REMOVE EXISTING CLEANOUT

AND TIE-IN CITY SANITARY MAIN

TO NEW MANHOLE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

AutoCAD SHX Text RIM=5329.5 INV=5321.1±MEASURMENT IS ONLY TO THE MIDDLE OF A 90° PVC ELBOW. THETRUE VALUE IS LOWER

AutoCAD SHX Text

BF

AutoCAD SHX Text P

AutoCAD SHX Text 5/5/2023

10' MIN

10' MIN

0+00

1+00

2+00 3+00 4+00 5+00 6+00

.7

.7

0+00

.6

.6

.2

.8

1+00

.3

.0

.8

.3

2+00

.1

.9

.1

.8

3+00

.5

.2

.1

.4

4+00

.5

.7

.0

.1

5+00

.1

.6

.5

.8

6+00

.0

.4

6+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 _w at r_ ut il.

di t:js ch m itz er le s av ed

:5/ 9/

: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

WATER - 0+00 TO 6+50

CU409

34SBEH

N 0 20' 40'

SCALE:1

PLAN - WATER - 0+00 TO 6+50

1"=20'

SCALE:2

PROFILE - WATER - 0+00 TO 6+50

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

PROPOSED GRADE

3"x1-1/2"

REDUCER

1-1/2" PVC SCH80 STUB

INV. 5348.10

" M

IN

C

O

VE

R

EXISTING GROUND

PR

O

PO

SE

D

EX

IS

TI

N

G

45° BEND

45° BEND / 3"x1-1/2" REDUCER

45° BEND

16 LF - 1-1/2" PVC SCH80

DOMESTIC WATER

1-1/2" PVC SCH80 STUB

INV. 5348.10

16 LF - 1-1/2" PVC SCH80

DOMESTIC WATER

784 LF - 3" PVC SCH80

DOMESTIC WATER

784 LF - 3" PVC SCH80

DOMESTIC WATER

3" GATE VALVE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

GATE VALVE

45° BEND

45° BEND

4'

AutoCAD SHX Text 5/5/2023

ROLLING HILLS

DRIVE

11+95

6+00 7+00

8+

9+00 10+00 11+00

.0

.4

.8

.5

.4

.0

.3

.2

.2

.5

.4

.4

.3

.1

.9

11+95

PV

IS

: 7 +9

9.

PV

IE

: 5

7.

PV

IS

: 7 +9

9.

PV

IE

: 5

7.

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 _w at r_ ut il.

di t:js ch m itz er le s av ed

:5/ 9/

: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

WATER - 6+50 TO 11+95

CU410

35SBEH

N 0 20' 40'

SCALE:1

PLAN - WATER - 6+50 TO 11+95

1"=20'

SCALE:2

PROFILE - WATER - 6+50 TO 11+95

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

CONTRACTOR SUPPLIED AND

INSTALLED SENSUS OMNI (C-2)

COMPOUND 3" WATER METER OR

APPROVED EQUAL. ENCASE METER IN

UNDERGROUND 6'X4' PRECAST

REINFORCED CONCRETE VAULT PER

CITY STD. DETAIL U-15.1.

PUMP STATION & BACK FLOW

PREVENTER. SEE IRRIGATION

PLANS FOR DETAILS & PIPE

CONTINUATION.

EASEMENT

784 LF - 3" PVC SCH80

DOMESTIC WATER

PROPOSED GRADE

EXISTING/PROPOSED GRADE

" M

IN

C

O

VE

R

EX

IS

TI

N

G

273 LF - 4" PVC C900

DOMESTIC WATER 124 LF - 12" PVC C900

DOMESTIC WATER12"x4"

REDUCER

45° BEND

TIE-IN TO CITY MAIN STUB.

COORDINATE WITH CITY

AND COR PRIOR TO TIE-IN.

INV = ±5323.0

INV. ± 5323.0

45° BEND

4"x3"x4" TEE

4" PVC C900

IRRIGATION

MAIN

45° BEND

6'X4' PRECAST REINFORCED

CONCRETE VAULT

12"x4"

REDUCER

124 LF - 12" PVC C900

DOMESTIC WATER

273 LF - 4" PVC C900

DOMESTIC WATER

PR

O

PO

SE

D

784 LF - 3" PVC SCH80

DOMESTIC WATER

4"x3"x4"

TEE

12" GATE VALVE

4" GATE VALVE

' M

IN

' M

IN

3" GATE VALVE

INV. 5327.90

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED DRAINTILE

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

FES W/ TRASH GUARD AND RIP

RAP

POINT OF CONNECTION

IRRIGATION MAIN

CO

P.O.C.

3" GATE

VALE

45° BEND

45° BEND

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

12" WATER MAIN

AutoCAD SHX Text 5/5/2023

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 _u til .d di t:js ch m itz er le s av ed

:5/ 9/

: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

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

UTILITY DETAILS

CU501

36SBEH

POND BOTTOM

5320.00

PROFILE

100 YR HWL=5325.10

3:1MAX

15 LF-36" RCP @ 0.00%

5327.00 EOF

3:1 MAX

FES

I. 5320.60I. 5320.60I. 5320.60

54 LF-36" RCP @ 0.2%

60"

0.6'

± 1.9' FREEBOARD

100' MAX

100' MAX.

4" HDPE

LONG SWEEP

90° BEND

4" HDPE

LONG SWEEP

90° BEND

WYE

HDPE C.O. CAP

TOP OF HDPE C.O. CAP SHALL BE PLACED

2" BELOW FINISHED DECORATIVE GRAVEL

SURFACE AS TO HIDE CLEANOUT, BUT

PROVIDE ACCESS AS NEEDED FOR

MAINTENANCE.

12" DEEP MIN.

AGGREGATE DECORATIVE

RIM = 5235.50

TOP OF BERM = 5328.00

SCALE:6

CLEANOUT - COLUMBARIA FLOWER STRIP

NTS

SCALE:7

DRY DETENTION BASIN (P1) OUTLET CONTROL STRUCTURE DETAIL (OCS-402)

NTS

DOWNSPOUT - SEE

ARCH DRAWINGS

NEENAH R-4927-A DOWNSPOUT

SHOE WITH BENJAMIN MOORE

EQUESTRIAN GREY (1553)

POWDERCOAT FINISH

NO HUB FITTING AS REQ. -

SHALL BE SET BELOW FINISH

GRADE

HDPE FITTINGS AS REQ. TO

CONNECT TO FEEDER LINE

SCALE:3

ROOF DRAIN DOWNSPOUT CONNECTION TO STORM DRAIN DETAIL

NTS

5/5/2023

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 _u til .d di t:js ch m itz er le s av ed

:5/ 9/

: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

GARY R.

JOHNSON

PRO

FE

SS

IO

NA

L E

NGINEER-STATE O

F NEV

ADA

No. 029063

CIVIL

EXP. 06/30/23

UTILITY DETAILS

CU502

37SBEH

GENERAL UTILITY NOTES:

1. IN GENERAL HYDRANTS SHOULD BE LOCATED A MINIMUM DISTANCE OF SIX FEET FROM ABOVE GROUND UTILITIES.

2. WATER TAPS ONTO THE WATER MAIN ARE TO BE IN ACCORDANCE WITH CITY DETAIL U-12.1

3. WATER TAPS ONTO THE WATER MAIN ARE TO BE A MINIMUM OF SIX FEET FROM HYDRANT TAPS.

4. ABOVE GROUND UTILITIES ARE NOT PERMITTED WITHIN THE RIGHT-OF-WAY.

5. THE CONTRACTOR WILL PROVIDE AN AS-BUILT TO THE CITY OF ELKO. THE AS-BUILT WILL INCLUDE ALL RELEVANT QUALITY ASSURANCE AND QUALITY CONTROL INFORMATION AND BE STAMPED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL WORK WITH THE PROJECT ENGINEER TO ENSURE ACCURATE AS-BUILT CAN BE GENERATED AND SUBMITTED TO THE

CITY OF ELKO BY THE PROJECT ENGINEER.

6. THE CONTRACTOR SHALL HAVE A STAMPED AGENCY APPROVED SET OF PLANS AT THE WORK SITE DURING CONSTRUCTION.

CONSTRUCTION SHALL NOT PROCEED UNTIL THIS SET OF PLANS IS ISSUED WITH INCLUDED REVISIONS AND COMMENTS MADE BY THE

AGENCIES.

7. THE CONTRACTOR SHALL MAINTAIN A 24-HOUR DUST CONTROL PROGRAM INCLUDING WATERING OF OPEN AREAS. DUST CONTROL PROGRAM SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE, COUNTY AND CITY CODES AND ORDINANCES.

8. THE CONTRACTOR SHALL MAINTAIN AN ONGOING PROCESS FOR REMOVAL OF SPILLAGE OF EXCAVATED MATERIAL ON ALL PAVED

STREETS.

9. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS & DETAILS FOR

PUBLIC WORKS CONSTRUCTION-“ORANGE BOOK” AS PUBLISHED BY THE WASHOE COUNTY RTC.

10. ALL AREAS DISTURBED AND LEFT UNDEVELOPED FOR A PERIOD OF MORE THAN 30 DAYS SHALL BE STABILIZED BY THE APPLICATION OF A DUST PALLIATIVE. ALL AREAS LEFT UNDEVELOPED FOR A PERIOD OF MORE THAN 90 DAYS SHALL BE HYDRO-SEEDED WITH AN APPROVED SEED MIX AND TACKIFIER AND SHALL BE IRRIGATED UNTIL FIRMLY ESTABLISHED AS APPROVED BY THE CITY OF ELKO.

11. THE CONTRACTOR SHALL VERIFY IN THE FIELD, ALL ELEVATIONS, DIMENSIONS, FLOW LINES, EXISTING CONDITIONS, AND POINTS OF CONNECTIONS WITH ADJOINING PROPERTY (PUBLIC OR PRIVATE), ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE

PROJECT ENGINEER BEFORE PROCEEDING WITH THE WORK.

12. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, THE SOILS ENGINEER, THE CITY OF ELKO, AND ALL UTILITY COMPANIES

48 HOURS PRIOR TO COMMENCEMENT OF WORK

13. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICES ALERT AT 1.800.227.2600 AT LEAST 48 HOURS PRIOR TO EXCAVATION.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CONTACT THE UTILITY COMPANIES FOR LOCATIONS PRIOR TO CONSTRUCTION. HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY.

15. ALL UTILITY TRENCHES SHALL CONFORM TO NV ENERGY, SATVIEW, FRONTIER COMMUNICATIONS, AND SOUTHWEST GAS SPECIFICATIONS. CONTRACTOR TO COORDINATE INSTALLATION OF ALL UTILITY TRENCHES WITH LOCAL UTILITIES.

16. CONTRACTOR TO OBTAIN A STREET CUT PERMIT FROM THE PUBLIC WORKS DEPARTMENT AND PAY ANY APPLICABLE FEES TO THE

CITY OF ELKO PRIOR TO EXCAVATING WITHIN THE CITY RIGHT OF WAY.

17. AT ALL POINTS WHERE SEWER (SANITARY OR STORM), WATER MAINS AND LATERALS CROSS, VERTICAL AND HORIZONTAL SEPARATION SHALL BE MAINTAINED PER NAC. ENGINEER AND CONTRACTOR TO REFERENCE SECTION 445A.6715 TO SECTION 445A.6718

OF THE NEVADA ADMINISTRATIVE CODE FOR UTILITY SEPARATION AND CLEARANCES.

18. ALL WATER MAINS SHALL BE A MINIMUM 10” DIAMETER, THICKNESS CLASS 50 OR PRESSURE CLASS 350 DUCTILE IRON PIPE, WITH

POLYETHYLENE ENCASEMENT, OR DR 18 C900 PVC PIPE, UNLESS OTHERWISE SHOWN.

19. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS.

20. MINIMUM COVER OVER THE WATER MAIN SHALL BE 42”.

21. THE CITY OF ELKO UTILITY DEPARTMENT SHALL BE CONTACTED TO PERFORM ALL TAPS ONTO CITY OF ELKO UTILITIES.

22. THE CITY OF ELKO UTILITY DEPARTMENT SHALL BE CONTACTED FOR AUTHORIZATION TO PLACE ANY NEW WATER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS, AND VALVED SECTIONS INTO SERVICE FOR TESTING OR FINAL ACCEPTANCE.

23. BEFORE BEING CERTIFIED BY AN ENGINEER OR ACCEPTED BY THE CITY OF ELKO, ANY NEW WATER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS, AND VALVED SECTIONS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C-651, “DISINFECTING WATER MAINS”. THE DISPOSAL OF HIGHLY CHLORINATED WATER MUST BE COORDINATED WITH NDEP BUREAU OF WATER

POLLUTION CONTROL.

24. BEFORE BEING CERTIFIED BY AN ENGINEER OR ACCEPTED BY THE CITY OF ELKO, ANY NEW WATER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS, AND VALVED SECTIONS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH NAC445A.67145.7 (A)

AND (B).

25. BEFORE BEING CERTIFIED BY AN ENGINEER OR ACCEPTED BY THE CITY OF ELKO, ANY NEW SEWER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA C-600 OR C-605 AS APPROPRIATE.

26. A TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY THE CONTRACTOR AND APPROVED BY THE CITY OF ELKO PRIOR TO

CONSTRUCTION.

27. GRADING AROUND BUILDINGS TO BE DONE IN A MANNER AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN

ACCORDANCE WITH CITY OF ELKO REQUIREMENTS.

28. ALL CONCRETE PLACED IN THE CITY OF ELKO RIGHT OF WAY SHALL COMPLY WITH THE LATEST EDITION OF THE ORANGE BOOK AND

SHALL BE A CITY APPROVED MIX DESIGN.

29. ALL WATER MAIN EXTENSIONS ARE TO BE TESTED IN ACCORDANCE WITH AWWA STANDARD C651 REQUIRING TWO SETS OF

CONSECUTIVE SAMPLES AT LEAST 24 HOURS APART FROM EVERY 1,200 FEET OF MAIN.

30. ALL MATERIALS IN CONTACT WITH POTABLE WATER MUST BE NSF/ANSI 61 CERTIFIED AS LEAD FREE AND COMPATIBLE WITH

DRINKING WATER.

31. ANY OPENINGS IN UNFINISHED WATER PIPING AND APPURTENANCES MUST BE SEALED WATER TIGHT AT THE END OF EACH

WORKING DAY.

SEE STD. PL, DS-31

SEE STD. PL, DS-31

FLARED END SECTION STM-30

3.

5/5/2023