230623 Elko NV 943-001 New Cemetery Construction Bid Docs Plans 1 of 8.pdf

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:

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A M

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 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

S S

IO

NA

L ENGINEER-STATE O

F N

E V

A

DA

No. 029063

CIVIL

EXP. 06/30/23

DEPARTMENT OF VETERANS AFFAIRS

ELKO NATIONAL CEMETERY

CEMETERY DEVELOPMENT - PHASE 1 CONSTRUCTION

VA PROJECT NO. 943-001

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, ARCHITECTURE, LANDSCAPE ARCHITECTURE,

PLANNING, ENVIRONMENTAL, CIVIL ENGINEERING, LAND SURVEY

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: JOE LUCHT, PROJECT MANAGER

PHONE: (763) 412-4000

AST

STRUCTURAL ENGINEERING

7301 OHMS LANE, STE 215

EDINA, MN 55439

CONTACT: MICHELLE SCHMIDT

PHONE: (952) 854-9302

WATER IN MOTION

IRRIGATION

175 JAMES AVE. N.

MINNEAPOLIS, MN 55405

CONTACT: TIM MALOOLY

PHONE: (763) 559-1010

AESUS

M.E.P.

1050 E. SOUTHERN AVE, STE 5

TEMPE, AZ 85282

CONTACT: ORLANDO GONZALES

PHONE: (480) 454-2861

TERRACON

GEOTECHNICAL ENGINEER

6949 S. HIGH TECH DRIVE

MIDVALE, UT 84047

CONTACT: JENNIFER DIERCKSEN

PHONE: (801) 545-8500

VICINITY MAP LOCATION MAPN.T.S. N.T.S.

GRAVESITE SUMMARY

COVER SHEET

GI001

1ABJL

PROJECT LOCATION

PROJECT LOCATION

ELKO

AutoCAD SHX Text 5/5/2023

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SHEET INDEX

SHEET INDEX

GI002

2JSJL

Sheet Sheet Title

GENERAL

GI001 COVER SHEET 1

GI002 SHEET INDEX 2

EXISTING CONDITIONS

VF101 EXISTING CONDITIONS 3

GEOTECHNICAL BORINGS

BJ101 GEOTECHNICAL BORING LOCATIONS 4

BJ601 GEOTECHNICAL BORING LOGS 5

BJ602 GEOTECHNICAL BORING LOGS 6

DEMOLITION & OPERATIONS ACCESS & LOGISTICS

CD101 DEMOLITION PLAN 7

OJ101 OPERATIONS ACCESS & LOGISTICS 8

SITE PLAN

CS101 SITE PLAN 9

CS401 SITE PLAN ENLARGEMENT 10

CS402 SITE PLAN ENLARGEMENT 11

CS403 SITE PLAN ENLARGEMENT 12

CS404 SITE PLAN ENLARGEMENT 13

STREET PLAN & PROFILE

CP201 CEMETERY ROAD PLAN AND PROFILE 14

CP202 CEMETERY ROAD PLAN AND PROFILE 15

CP203 CEMETERY ROAD PLAN AND PROFILE 16

CP204 CORTEGE LANE PLAN AND PROFILE 17

CP501 PAVING DETAILS 18

GRADING & EROSION CONTROL

CG001 STORM WATER POLLUTION PREVENTION PLAN 19

CG101 GRADING & EROSION CONTROL PLAN 20

CG401 GRADING ENLARGEMENTS 21

CG402 GRADING ENLARGEMENTS 22

CG403 GRADING ENLARGEMENTS 23

CG501 EROSION DETAILS 24

SITE UTILITIES

CU101 OVERALL UTILITY PLAN 25

CU401 STORM CBMH-131 TO CBMH-124 - 0+00 TO 3+55 26

CU402 STORM - CBMH-124 TO CBMH-113 - 3+55 TO 5+85 27

CU403 STORM - FES-116 TO CBMH-111 - 0+00 TO 4+68 28

CU404 STORM - CBMH-111 TO FES-101 - 4+67 TO 9+81 29

CU405 STORM - STMH-306 TO STMH-304 - 0+00 to 5+11 30

CU406 STORM - STMH-304 TO FES-301 - 5+11 TO 11+41 31

CU407 SANITARY - STUB-08 TO SMH-05 - 0+00 TO 6+50 32

CU408 SANITARY - SMH-04 TO SMH-01 - 6+50 TO 11+78 33

CU409 WATER - 0+00 TO 6+50 34

CU410 WATER - 6+50 TO 11+94 35

CU501 UTILITY DETAILS 36

CU502 UTILITY DETAILS 37

PLANTING

LP101 PLANTING LAYOUT PLAN 38

LP102 PLANTING ENLARGEMENT 39

LP103 PLANTING ENLARGEMENT 40

LP104 PLANTING ENLARGEMENT 41

LP105 PLANTING ENLARGEMENT 42

LP106 PLANT SCHEDULE 43

LP501 LANDSCAPE DETAILS 44

LP502 LANDSCAPE DETAILS 45

GRAVESITE BURIAL SECTIONS

CJ401 GRAVESITE BURIAL LAYOUT SECTION 1 - IGC 46

CJ402 GRAVESITE BURIAL LAYOUT SECTION 2 - PPC 47

CJ403 GRAVESITE BUIRAL LAYOUT SECTION 26 - TRADITIONAL 48

CJ501 GRAVESITE DETAILS 49

CJ502 GRAVESITE DETAILS 50

COLUMBARIUM

CK401 COLUMBARIUM LAYOUT, ADDRESSING & FOUNDATION PLAN 51

CK501 COLUMBARIUM DETAILS 52

CK502 COLUMBARIUM DETAILS 53

CK503 COLUMBARIUM DETAILS 54

CK504 COLUMBARIUM DETAILS 55

CK505 COLUMBARIUM DETAILS 56

MEMORIAL WALL

CL401 MEMORIAL WALL LAYOUT, ADDRESSING & FOUNDATION PLAN 57

CL501 MEMORIAL WALL DETAILS 58

CL502 MEMORIAL WALL DETAILS 59

ASSEMBLY AREA

CM401 ASSEMBLY AREA LAYOUT, FOUNDATION & PAVEMENT PLAN 60

CM501 ASSEMBLY AREA DETAILS 61

ENTRANCE WALL

CQ401 ENTRANCE LAYOUT & FOUNDATION PLAN 62

CQ501 ENTRANCE DETAILS 63

CQ502 ENTRANCE DETAILS 64

FENCING

QS101 OVERALL FENCING 65

QS201 FENCING PROFILES 66

QS202 FENCING PROFILES 67

QS203 FENCING PROFILES 68

QS204 FENCING PROFILES 69

QS205 FENCING PROFILES 70

QS206 FENCING PROFILES 71

QS207 FENCING PROFILES 72

QS501 FENCING DETAILS 73

FURNISHINGS

QU101 FURNISHING PLAN 74

QU501 FURNISHING DETAILS 75

SIGNAGE

QW101 SIGNAGE PLAN 76

QW501 SIGNAGE DETAILS 77

QW502 SIGNAGE DETAILS 78

IRRIGATION

LI-100 IRRIGATION PLAN 79

LI-101 IRRIGATION PLAN 80

LI-102 IRRIGATION PLAN 81

LI-103 IRRIGATION PLAN 82

LI-104 IRRIGATION PLAN 83

LI-200 IRRIGATION SCHEDULES 84

LI-500 IRRIGATION DETAILS 85

LI-501 IRRIGATION DETAILS 86

LI-502 IRRIGATION DETAILS 87

ARCHITECTURE

1401-AE100 PIC & PUBLIC RESTROOM LIFE SAFETY PLAN 88

1401-AE111 PIC & PUBLIC RESTROOM FLOOR PLAN & RCP 89

1401-AE121 PIC & PUBLIC RESTROOM ROOF PLAN 90

1401-AE201 EXTERIOR ELEVATIONS 91

1401-AE211 INTERIOR ELEVATIONS 92

1401-AE301 BUILDING SECTIONS, WALL SECTION AND DETAILS 93

1401-AE501 EXTERIOR PLAN AND SECTION DETAILS 94

1401-AE602 DOOR SCHEDULE, DETAILS AND ELEVATIONS 95

1401-AF600 FIRST LEVEL INTERIORS PLAN 96

1401-AW601 WAYFINDING MESSAGE SCHEDULES & SIGNAGE DETAILS 97

4801-AE111 COMMITTAL SHELTER BUILDING FLOOR PLAN, RCP & ROOF PLAN 98

4801-AE201 EXTERIOR ELEVATIONS & BUILDING SECTIONS 99

4801-AE311 WALL SECTIONS AND DETAILS 100

4801-AE501 EXTERIOR PLAN AND SECTION DETAILS 101

4801-AE602 DOOR SCHEDULE AND ELEVATIONS 102

STRUCTURAL

S100 STRUCTURAL SYMBOLS & ABBREVIATIONS 103

S101 STRUCTURAL NOTES 104

S110 SCHEDULES 105

S200 PIC & BATHROOM BUILDING PLANS 106

S210 PIC & BATHROOM BUILDING SECTIONS AND DETAILS 107

S300 COMMITTAL SHELTER BUILDING PLANS 108

S310 COMMITTAL SHELTER BUILDING SECTIONS AND DETAILS 109

S320 TYPICAL MASONRY WALL DETAILS 110

S400 COLUMBARIUM - PLANS 111

S410 COLUMBARIUM - SECTIONS AND DETAILS 112

S500 ENTRANCE WALL - PLANS 113

S510 ENTRANCE WALL - SECTIONS AND DETAILS 114

S600 SEALS WALL - PLAN, SECTIONS AND DETAILS 115

S700 MEMORIAL WALL - PLAN, SECTIONS AND DETAILS 116

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS & SYMBOLS 117

M-101 PIC & BATHROOM BUILDING MECHANICAL FLOOR PLAN 118

M-102 PIC & BATHROOM MECHANICAL DETAILS 119

M-103 COMMMITTAL SHELTER BUILDING MECHANICAL FLOOR PLAN 120

PLUMBING

P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS & SYMBOLS 121

P-101 PIC & BATHROOM BUILDING PLUMBING FLOOR PLAN & DETAILS 121

P-201 PIC & BATHROOM BUILDING PLUMBING SCHEMATIC 123

ELECTRICAL

EP-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, NOTES & SCHEDULES 124

EP-101 ELECTRICAL SITE PLAN 123

EP-102 ELECTRICAL LIGHTING & POWER PLAN - PIC & BATHROOM

BUILDING 126

EP-103 ELECTRICAL POWER PLAN - COMMITTAL SHELTER 127

EP-401 ELECTRICAL DETAILS 128

EP-600 ELECTRICAL CALCULATIONS & SCHEDULES 129

EY-001 SECURITY SYMBOLS, ABBREVIATIONS, NOTES & SCHEDULES 130

EY-101 LOW-VOLTAGE & SECURITY SITE PLAN 131

EY-401 SECURITY RISERS & DETAILS 132

EY-402 SECURITY RISERS & DETAILS 133

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

_g _c ov er

.d w ed it:

js ch m itz er le av ed

:5 /8

/2

4:

P lo t:5

/9 /2

8:

A M

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 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

S S

IO

NA

L ENGINEER-STATE O

F N

E V

A

DA

No. 029063

CIVIL

EXP. 06/30/23

5/5/2023

JEN

N

IN

G

S W

AY

ROCKY ROAD

P A R C E L B

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 su rv ey c ad fi le s\ _0 sh ee ts

\1

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

9/

:1

PM

pl ot :5/

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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.

EXISTING CONDITIONS

VF101

3DGJL

LEGEND

N 0 50' 100'

SCALE:1

EXISTING CONDITIONS

1"=50' (30" x 42" PAPER SIZE)

SURVEY

PR

OF

ES

S

IO

NA

L L

AN

D S

URVEYOR-STATE

OF

NEVADA

N o .29808

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RIM=5322.3 INV=5311.8

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RIM=5319.6 INV=5309.0

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

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RIM=5327.1 INV=5318.3

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8" PVC

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SURFACE DRAINAGE THROUGH ADJACENT PARCEL DEPICTED BY AVAILABLE MAPPING

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8" PVC

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48" CMP

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

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SMALL BERM OF EARTH

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ROLLING HILLS DRIVE

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BROOKWOOD ROAD

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WRIGHT WAY

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WRIGHT WAY

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JENNINGS WAY

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25 FOOT RIGHT-OF-WAY FOR BURIED TELEPHONE CABLE PER R16

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50 FOOT RIGHT-OF-WAY FOR NEVADA ENERGY PER DOC. NO. 34115

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JENNINGS WAY

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PORTION OF JENNINGS WAY PUBLICLY DEDICATED

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PORTION OF WRIGHT WAY PUBLICLY DEDICATED

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WRIGHT WAY

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PORTION OF WRIGHT WAY PUBLICLY DEDICATED

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RIDGECREST DRIVE

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12" CMP

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CONCRETE CURB

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CONCRETE CURB

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INV=5341.5

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INV=5339.7

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INV=5345.7

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12" CMP

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INV=5343.0

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INV=5341.3

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INV=5324.6

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INV=5324.6

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12" CMP

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RIM=5320.8 INV=5309.7

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SITE BENCHMARK: T.N.H.=5322.32

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STUB LOCATION DEPICTED PER GIS MAPPING

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33 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223046

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33 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223045

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50 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223045

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50 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223046

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6 FOOT TALL PLASTIC FENCING

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3 RAILED FENCING

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3 RAILED FENCING

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BARBED WIRE FENCING

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GATE

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GATE

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48" CMP

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GATE

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GATE

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10" WATER MAIN

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12" WATER MAIN

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STUB LOCATION DEPICTED PER LOCATE MARKINGS

AutoCAD SHX Text N89°37'34"E 665.63

AutoCAD SHX Text S11°08'31"E 381.50

AutoCAD SHX Text L=107.19 R=3090.00 Δ=1°59'15"

AutoCAD SHX Text N0°02'20"E 184.22

AutoCAD SHX Text N89°37'46"E 332.86

AutoCAD SHX Text N0°02'34"E 60.15

AutoCAD SHX Text S86°12'58"E 270.43

AutoCAD SHX Text N87°46'01"W 306.20

AutoCAD SHX Text S0°03'04"W 664.60

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AutoCAD SHX Text L=90.18 R=400.00 Δ=12°55'02"

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DIRT ROAD/TRAIL

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DIRT ROAD/TRAIL

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SURFACE DRAINAGE DIRECTION

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DRAINAGE AND UTILITY EASEMENTS PER RECORDED PARCEL MAP

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CLEAN OUT

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CULVERT

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HANDHOLE ELECTRIC

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HYDRANT

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LIGHT POLE

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POWER POLE

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DANIEL S.

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Exp.

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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 eo te ch ni ca l b or in g.

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

9/

:5

AM

:5/

9/

:4

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.

GEOTECHNICAL BORING

LOCATIONS

BJ101

4ABJL

N 0 50' 100'

SCALE:1

GEOTECHNICAL BORING LOCATIONS

1" = 50' (30" x 42" PAPER SIZE)

TP #X

X

LEGEND

TEST PIT BY SUMMIT SEE BJ601 FOR

LOGS

BORING BY TERRACON SEE BJ602 FOR

LOGS

JEN

N

IN

G

S W

AY

ROCKY ROAD

AutoCAD SHX Text

RIM=5322.5 INV=5312.3

AutoCAD SHX Text

RIM=5323.8 INV=5313.9

AutoCAD SHX Text

RIM=5322.3 INV=5311.8

AutoCAD SHX Text

RIM=5319.6 INV=5309.0

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

RIM=5327.1 INV=5318.3

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

DRAINAGE THROUGH ADJACENT PARCEL DEPICTED BY AVAILABLE MAPPING

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

STUB LOCATIONS DEPICTED PER LOCATE MARKINGS

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

SMALL BERM OF EARTH

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

ROLLING HILLS DRIVE

AutoCAD SHX Text

BROOKWOOD ROAD

AutoCAD SHX Text

ROCKY ROAD

AutoCAD SHX Text

WRIGHT WAY

AutoCAD SHX Text

WRIGHT WAY

AutoCAD SHX Text

WRIGHT WAY

AutoCAD SHX Text

ROCKY ROAD

AutoCAD SHX Text P A R C E L A

AutoCAD SHX Text P A R C E L C

AutoCAD SHX Text P A R C E L B

AutoCAD SHX Text

25 FOOT RIGHT-OF-WAY FOR BURIED TELEPHONE CABLE PER R16

AutoCAD SHX Text

10 FOOT RIGHT-OF-WAY FOR NEVADA ENERGY PER DOC. NO. 067051

AutoCAD SHX Text

25 FOOT RIGHT-OF-WAY NEVADA ENERGY PER DOC. NO. 34115

AutoCAD SHX Text

50 FOOT RIGHT-OF-WAY FOR NEVADA ENERGY PER DOC. NO. 34115

AutoCAD SHX Text

JENNINGS WAY

AutoCAD SHX Text

PORTION OF JENNINGS WAY PUBLICLY DEDICATED

AutoCAD SHX Text

WRIGHT WAY

AutoCAD SHX Text

PORTION OF WRIGHT WAY PUBLICLY DEDICATED

AutoCAD SHX Text

SERVICE FROM HOUSE

AutoCAD SHX Text

PUBLICLY DEDICATED

AutoCAD SHX Text

RIDGECREST DRIVE

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ELECTRICAL SUBSTATION

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

SITE BENCHMARK: T.N.H.=5327.36

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

SITE BENCHMARK: T.N.H.=5322.32

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

STUB LOCATION DEPICTED PER GIS MAPPING

AutoCAD SHX Text

33 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223046

AutoCAD SHX Text

33 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223045

AutoCAD SHX Text

50 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223045

AutoCAD SHX Text

50 FOOT RIGHT-OF-WAY FOR ROADWAY AND PUBLIC UTILITIES PER DOC. NO. 1223046

AutoCAD SHX Text

6 FOOT TALL PLASTIC FENCING

AutoCAD SHX Text

3 RAILED FENCING

AutoCAD SHX Text

3 RAILED FENCING

AutoCAD SHX Text

BARBED WIRE FENCING

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

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

STUB LOCATION DEPICTED PER LOCATE MARKINGS

AutoCAD SHX Text

BORING 1

AutoCAD SHX Text

BORING 2

AutoCAD SHX Text

BORING 3

AutoCAD SHX Text

BORING 4

AutoCAD SHX Text

BORING 5

AutoCAD SHX Text

BORING 6

AutoCAD SHX Text

BORING 7

AutoCAD SHX Text

BORING 8

BORING 8

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 eo te ch ni ca l b or in g.

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

9/

:5

:5/

9/

:4

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

GEOTECHNICAL BORING LOGS

BJ601

5ABJL

SCALE:1

GEOTECHNICAL BORING TEST PIT LOGS

NOT TO SCALE

FOR GEOTECHNICAL BORING

LOCATIONS, SEE BJ101

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 eo te ch ni ca l b or in g.

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

9/

:5

:5/

9/

:4

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

GEOTECHNICAL BORING LOGS

BJ602

6ABJL

SCALE:1

GEOTECHNICAL BORING TEST PIT LOGS

NOT TO SCALE

FOR GEOTECHNICAL BORING

LOCATIONS, SEE BJ101

ROCKY ROAD

J

E

N

N

I N

G

S

W

A

Y

W R

I G

H T

Y

ROLLING HILLS

DRIVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v a n c a e l k o n v r u r a l i n i t i a t i v e c i v i l c a d f i l e s s h e e t s c d e m o l i t i o n p l a n d d i t s b e t k r a v e d l o t

A

M

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

P

R

O

F

E

S S

I O

N

L

E

G

I N

EE

R

S

T

A

O

F

N

E

V

A

D

A

N o

CIVIL

EXP. 06/30/23

DEMOLITION PLAN

CD101

7SBEH

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING UTILITY LINE

CLEAR & GRUB

SILT FENCE

CONSTRUCTION FENCE

NATIVE / NATURALIZED LANDSCAPE

TREATMENT STOCK PILED SOIL

AMENDED TOPSOIL STOCKPILE

TOPSOIL STOCKPILE

N

0 50' 100'

SCALE:

DEMOLITION PLAN

1"=50' (32" x 42" PAPER SIZE)

KEY NOTES

REMOVE EXISTING CMP FLARED END SECTION

NOTES

1. FOR ALL CLEAR AND GRUB AREAS, REMOVE THE

TOP 2-3 INCHES OF SOIL AND STOCKPILE IN THE

LOCATION SHOWN ON THE PLAN. REMOVE ALL PLANT

MATERIAL, STICKS, DEBRIS AND ALL ROCKS LARGER

THAN 1" IN DIAMETER. KEEP ALL SEED/FLOWER PODS

AND CRUSHED PLANT MATERIAL WITHIN SOIL.

2. RESPREAD STOCKPILED SOIL IN AREAS AS SHOWN

AS NATIVE PLANTING AND DRAINAGE PLANTING. SEE

LP101.

3. PLACE STOCKPILED NATIVE SOIL/VEGETATIVE

MIXTURE IN TWO SEPARATE PILES BASED ON SOLAR

EXPOSURE.

SAW CUT PAVEMENT FULL DEPTH FOR UTILITY

CONNECTION. MATCH EXISTING PAVEMENT

SECTION WITH NEW FOLLOWING UTILITY

CONNECTION. COORDINATE WITH CITY OF ELKO

FOR ROADWAY CLOSURES AND REQUIRED

FLAGGING.

NORTH AND EAST

FACING SLOPES

SOUTH AND WEST

FACING SLOPES

ALLOW FOR ADEQUATE DRAINAGE AROUND

STOCK PILED SOILS. PROVIDE EROSION CONTROL,

SEE SPEC SECTION 02 41 10.

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 N89°37'34"E 665.63

AutoCAD SHX Text S11°08'31"E 381.50

AutoCAD SHX Text L=107.19 R=3090.00 Δ=1°59'15"

AutoCAD SHX Text N0°02'20"E 184.22

AutoCAD SHX Text N89°37'46"E 332.86

AutoCAD SHX Text N0°02'34"E 60.15

AutoCAD SHX Text S86°12'58"E 270.43

AutoCAD SHX Text N87°46'01"W 306.20

AutoCAD SHX Text S0°03'04"W 664.60

AutoCAD SHX Text S0°03'04"W 30.27

AutoCAD SHX Text L=90.18 R=400.00 Δ=12°55'02"

PPC

SECTION 2

T

R

D

S

E

C

T

I

DRY DETENTION BASIN

(P1)

FLORAL

REGULATIONS

FL

O

RA

L

RE

G U

LA

TI

O N S

FLORAL

REGULATIONS

FLORAL

REGULATION

S

C

E

M

E

T

E

R

Y

A

D

FL

O

RA

L

RE

G U

LA

TI

O N S

I

G

C

S

E

C

T

I

ROCKY ROAD

J

E

N

N

I N

Y

W R

I G

H

Y

C

O

R

T

E

N

E

C

E

M

E

T

E

A D

C

E

M

E

T

E

A

D

ROLLING HILLS

DRIVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v a n c a e l k o n v r u r a l i n i t i a t i v e c i v i l c a d f i l e s s h e e t s c o p e r a t i o n s d d i t s b e t k r a v e d l o t

A

M

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

P

R

O

F

E

S S

I O

N

G

I N

EE

R

S

T

A

F

N

E

V

A

D

A

N o

CIVIL

EXP. 06/30/23

OPERATIONS ACCESS & LOGISTICS

OJ101

8SBEH

N

0 50' 100'

SCALE:

OPERATIONS ACCESS & LOGISTICS

1"=40' (30" x 42" PAPER SIZE)

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

SILT FENCE

TEMP. CONSTRUCTION FENCE

ROCK CONSTRUCTION ENTRANCE

INLET SEDIMENT PROTECTION

BIOROLL

NATIVE / NATURALIZED LANDSCAPE

TREATMENT STOCK PILED SOIL

AMENDED TOPSOIL STOCKPILE

TOPSOIL STOCKPILE

CONTRACTOR

STAGING AREA

CONSTRUCTION SEQUENCING NOTES

ORDER OF CONSTRUCTION:

1. CONSTRUCT OCS -402 OUTLET STRUCTURE AT DISCHARGE OF DRAINAGE BASIN (P2).

2. CONSTRUCT 48" STORM SEWER FROM EXISTING POC (48" CMP) TO DISCHARGE LOCATION INTO DRAINAGE BASIN (P2).

3. CONSTRUCT INTERNAL STORM SEWER TO DISCHARGE LOCATION AT DRAINAGE BASIN (P2). CONSTRUCT DRAINAGE

BASIN (P1).

4. CONSTRUCT ALL CITY RIGHT-OF-WAY UTILITIES CONNECTIONS, GRADING AND STORM SEWER WORK. CLEAN STREETS

EVERYDAY. ALL OTHER SITE WORK SHALL NOT COMMENCE UNTIL RIGHT-OF-WAY WORK IS COMPLETE. KEEP EROSION

CONTROL MATERIALS IN WORKING ORDER UNTIL ESTABLISHED/STABILIZED.

5. SITE WORK.

OCS-402

OUTLET

STRUCTURE

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING

CLOSURES. DISCUSS ALL ROAD CLOSURES WITH CITY OF

ELKO AT LEAST 72 HOURS IN ADVANCE OF CLOSURE.

2. CONTRACTOR REQUIRED TO PROVIDE SAFETY SIGNAGE,

BARRICADES, AND/OR CONSTRUCTION FENCING TO PROTECT

AREAS OF CONSTRUCTION FROM GENERAL PUBLIC ACCESS.

3. ALL CONSTRUCTION SHALL COMPLY WITH

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND

GEOTECHNICAL REPORT UNLESS DIRECTED OTHERWISE.

4. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT

NCA SPECIFICATIONS UNLESS SPECIFIED OTHERWISE. WHERE

WORK IS NOT COVERED BY NCA SPECIFICATIONS,

CONTRACTOR TO COMPLY WITH LATEST EDITION OF NEVADA

DOT STANDARD CONSTRUCTION SPECIFICATIONS.

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

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND

UTILITIES FOR MINIMAL DISRUPTION.

8. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON

THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE

INFORMATION IS NOT WARRANTED TO BE ACCURATE OR

COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE

APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS

RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF

ALL UNDERGROUND UTILITIES.

9. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

10. SUBSTITUTIONS FROM INFORMATION SHOWN HEREON SHALL

BE REVIEWED AND APPROVED BY THE COR.

11. EXISTING STORM DRAINAGE THROUGH THE SITE AND NEW

STORM SEWER SYSTEM TO REMAIN ACTIVE THROUGHOUT

CONSTRUCTION. CONTRACTOR TO MAINTAIN, PHASE

CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS

NECESSARY.

12. ALL CONSTRUCTION AREAS TO BE FENCED OFF WITH

TEMPORARY CHAIN LINK FENCE. TEMPORARY FENCING OR

GATES (IF APPLICABLE) ON PAVED AREAS SHALL BE ON

STANDS.

13. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL CONDITION.

14. SUBMIT TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CITY

OF ELKO, NEVADA DOT AND ELKO COUNTY REQUIREMENTS

FOR INGRESS & EGRESS TO CEMETERY PROPERTY.

15. FOR ALL CLEAR AND GRUB AREAS, REMOVE THE TOP 2-3

INCHES OF SOIL AND STOCKPILE IN THE LOCATION SHOWN ON

THE PLAN. REMOVE ALL PLANT MATERIAL, STICKS, DEBRIS

AND ALL ROCKS LARGER THAN 1" IN DIAMETER. KEEP ALL

CRUSHED PLANT MATERIAL, TWIGS, STICKS, AND

SEED/FLOWER PODS WITHIN SOIL. PLACE STOCKPILED NATIVE

SOIL/VEGETATIVE MIXTURE IN TWO SEPARATE PILES BASED

ON SOLAR EXPOSURE.

16. RESPREAD STOCKPILED SOIL IN AREAS AS SHOWN AS NATIVE

PLANTING AND DRAINAGE PLANTING. SEE LP101.

17. SPREAD PILES ON SITE FROM PILES MATCHING SOLAR

EXPOSURE OF INSTALLED LOCATION.

GENERAL NOTES:

48" STORM SEWER

INTERNAL STORM

SEWER

TEMPORARY

CONSTRUCTION GATE

TEMPORARY

CONSTRUCTION GATE

PROVIDE POSITIVE

DRAINAGE AROUND

STOCKPILED SOIL

NORTH AND EAST

FACING SLOPES

SOUTH AND WEST

FACING SLOPES

AutoCAD SHX Text

RIM=5322.3 INV=5311.8

AutoCAD SHX Text

RIM=5319.6 INV=5309.0

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

RIM=5327.1 INV=5318.3

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

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

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

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

8" PVC

AutoCAD SHX Text

48" CMP

AutoCAD SHX Text

10" WATER MAIN

AutoCAD SHX Text

12" WATER MAIN

AutoCAD SHX Text N89°37'34"E 665.63

AutoCAD SHX Text S11°08'31"E 381.50

AutoCAD SHX Text L=107.19 R=3090.00 Δ=1°59'15"

AutoCAD SHX Text N0°02'20"E 184.22

AutoCAD SHX Text N89°37'46"E 332.86

AutoCAD SHX Text N0°02'34"E 60.15

AutoCAD SHX Text S86°12'58"E 270.43

AutoCAD SHX Text N87°46'01"W 306.20

AutoCAD SHX Text S0°03'04"W 664.60

AutoCAD SHX Text S0°03'04"W 30.27

AutoCAD SHX Text L=90.18 R=400.00 Δ=12°55'02"

DRY DETENTION BASIN

(P1)

FLORAL

REGULATIONS

FL

O

RA

L

RE

G

U

LA

TI

O

N S

FLORAL

REGULATIONS

FLORAL REGULATIONS

CE

ME

TE

RY ROAD

FL

O

RA

L

RE

G

U

LA

TI

O

N S

ROCKY ROAD

JEN

N

IN

G

S W

AY

CO

RT

EG

E LANE

C EMET ERY

R

O A

D

CEMETE

RY R

OAD

SEC 26

TRAD/OS

SEC 1

IGC

SEC 2

PPC

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 ite p la n.

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

:5/ 8/

0:

A

M p lo t:5 /9

/2

8:

A

M

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

SITE PLAN

CS101

N 0 40' 80'

SCALE:1

SITE PLAN

1"=40' (30" x 42" PAPER SIZE)

FLAG ASSEMBLY AREA

MAINTENANCE ROAD

SEE CS401 FOR

ENLARGEMENT

PUBLIC INFORMATION CENTER (PIC)/

BATHROOM BUILDING

MEMORIAL WALL

COMMITTAL

SERVICE

SHELTER

SEE CS404 FOR

ENLARGEMENT

CEMETERY

ENTRANCE/EXIT

SEE CS403 FOR

ENLARGEMENT

COLUMBARIUM

COURT

SEE CS404 FOR

ENLARGEMENT

12'

PROPERTY LIMITS

ASPHALT PAVEMENT

GRAVEL SURFACING

LIGHT DUTY CONCRETE PAVEMENT

DETECTABLE WARNING STRIP

FLOWER WATERING STATION

HEAVY DUTY CONCRETE PAVEMENT

LEGEND

ORNAMENTAL FENCE WITH

INTERMEDIATE COLUMNS

ORNAMENTAL FENCE WITH

INTERMEDIATE COLUMNS

BLACK VINYL CLAD CHAIN

LINK FENCE GATE

BLACK VINYL CLAD CHAIN

LINK FENCE GATE

BLACK VINYL CLAD

CHAIN LINK FENCE

BLACK VINYL CLAD

CHAIN LINK FENCE

SEE CS402 FOR

ENLARGEMENT

SBEH

FLORAL

REGULATIONS

C E M E T E R Y R OA D

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 ite p la n en la rg em en ts

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

8/

2:

P M p lo t:5

/9 /2

8:

A M

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

SITE PLAN ENLARGEMENT

CS401

10SBEH

N 0 10' 20'

PROPERTY LIMITS

ASPHALT PAVEMENT

GRAVEL SURFACING

LIGHT DUTY CONCRETE PAVEMENT

DETECTABLE WARNING STRIP

FLOWER WATERING STATION

HEAVY DUTY CONCRETE PAVEMENT

CONSTRUCTION JOINT

EXPANSION JOINT

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL PAVEMENT

ROLL CURB AND GUTTER

CURB TRANSITION

FLUSH CURB

DETECTABLE WARNING STRIP

HEAVY DUTY CONCRETE PAVEMENT

ROCK OUTCROPPING

BARRIER CURB AND GUTTER

LEGEND

KEY NOTES

SCALE:1

SITE PLAN ENLARGEMENT 1

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

JE

N

N

IN

G S

W

AY

6.0'

6.

0'

R 46.0'

R21 .9'

R12.5'

R41.0'

R

.5

R54.0'

R14.0'

R 98.9'

R19.5'

7.5'

11.6'

6.

0'

6.0'

6.0'

R98.9'

R98.9'

22.0'

60.0' 11.9'

PUBLIC RESTROOM/STORAGE

BUILDING

MEMORIAL WALL

3.7' 22.5'

POWMIA FLAGPOLE

BLACK VINYL CLAD

CHAIN LINK FENCE

INTERMEDIATE COLUMN

ORNAMENTAL FENCE

ORNAMENTAL FENCE

ENTRANCE WALL

ENTRANCE WALL

EQ. TYP.

EQ. T

YP.

6.0'

O A D

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 ite p la n en la rg em en ts

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

8/

2:

P M p lo t:5

/9 /2

8:

A M

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

SITE PLAN ENLARGEMENT

CS402

11SBEH

N0 10' 20'

PROPERTY LIMITS

ASPHALT PAVEMENT

GRAVEL SURFACING

LIGHT DUTY CONCRETE PAVEMENT

DETECTABLE WARNING STRIP

FLOWER WATERING STATION

HEAVY DUTY CONCRETE PAVEMENT

CONSTRUCTION JOINT

EXPANSION JOINT

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL PAVEMENT

ROLL CURB AND GUTTER

CURB TRANSITION

FLUSH CURB

DETECTABLE WARNING STRIP

HEAVY DUTY CONCRETE PAVEMENT

ROCK OUTCROPPING

BARRIER CURB AND GUTTER

LEGEND

KEY NOTES

SCALE:1

SITE PLAN ENLARGEMENT 1

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

ORNAMENTAL FENCE

TRAD 30

S 10

SECTIO

N 26

FLOR

AL

REGU

LATI

ONS

C EMET ER Y R O A D

C O R T EGE LA NE

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 ite p la n en la rg em en ts

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

9/

:5

:5/

9/

:5

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

SITE PLAN ENLARGEMENT

CS403

12SBEH

N0 10' 20'

SCALE:1

SITE PLAN ENLARGEMENT

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

6.0'

6.0'

6.0'

6.

0'

6.0'

18.2'

18.2'

6.

0'6.0'

.3

7.

8'

9.0'

6.

0'

8.0'

8.0'

8.

0'

26.0'

8.

0'

8.0'

.0

8.0'6.

0'

9.0'

40.0'

50.0'

.0

COLUMBARIUM

COURT

COMMITTAL

SERVICE SHELTER

10.0'

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL PAVEMENT

ROLL CURB AND GUTTER

CURB TRANSITION

FLUSH CURB

DETECTABLE WARNING STRIP

HEAVY DUTY CONCRETE PAVEMENT

ROCK OUTCROPPING

BARRIER CURB AND GUTTER

LEGEND

KEY NOTES

PROPERTY LIMITS

ASPHALT PAVEMENT

GRAVEL SURFACING

LIGHT DUTY CONCRETE PAVEMENT

DETECTABLE WARNING STRIP

FLOWER WATERING STATION

HEAVY DUTY CONCRETE PAVEMENT

CONSTRUCTION JOINT

EXPANSION JOINT

CONCRETE MOW BAND

COMMITTAL SERVICE

SHELTER ROOF LINE

10.0'

10.0'

10.0'

EQ. TYP.

EQ. TYP.

R

.0

R10.0'

PPC

SECTION 2

FLO

R

A L

R

EG

U

LA

TIO

N

S

FLORAL

REGULATIO

NS

FLORAL

REGULATIONS

IGC

SECTION 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 _s ite p la n en la rg em en ts

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

8/

2:

P M p lo t:5

/9 /2

8:

A M

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

SITE PLAN ENLARGEMENT

CS404

13SBEH

N 0 10' 20'

SCALE:1

SITE PLAN ENLARGEMENT

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

C

EM

ET

ER

Y R

O

AD

60.0'

48.0'

32.0'

7.4'

.0'

144.0'

.0

R

.0

R34.0'

R177.2'

R1

.0

R25.0'

R13.0'

R25.0'

10.0'

PROPERTY LIMITS

ASPHALT PAVEMENT

GRAVEL SURFACING

LIGHT DUTY CONCRETE PAVEMENT

DETECTABLE WARNING STRIP

FLOWER WATERING STATION

HEAVY DUTY CONCRETE PAVEMENT

HEADSTONE DIRECTION

GRID MONUMENT

CONSTRUCTION JOINT

EXPANSION JOINT

CONCRETE MOW BAND

ASPHALT PAVEMENT

LIGHT DUTY CONCRETE PAVEMENT

GRAVEL PAVEMENT

ROLL CURB AND GUTTER

CURB TRANSITION

FLUSH CURB

DETECTABLE WARNING STRIP

HEAVY DUTY CONCRETE PAVEMENT

ROCK OUTCROPPING

BARRIER CURB AND GUTTER

LEGEND

KEY NOTES

SCALE:2

SITE PLAN ENLARGEMENT

1"=5' (30" x 42" PAPER SIZE)

N 0 5' 10'

TRANSFORMER

BOOSTER PUMP

IRRIGATION CONTROL

12.0'

2.0' 4.0'

2.0'

2.0'

2.0' 88.0' 51.7'

84.2'

36.5'3.2'

12.0'

8.5'

9.

0'

5.0' TYP.

6.

0'

6.

0'

.0

3.

0'

(5) CONCRETE FILLED STEEL BOLLARDS

OBSTRUCTED GRAVESITES

10.0'

10.0'

10.0'

.0

10.0'

.0

EQ. TYP.

EQ. TYP.

13.0' 2.0'

R10.6'

R10.0'

R1 0.

0'

R10.0'

R10.0'

WATER METER

CONCRETE VAULT

4.0'

6.

0'

7.0'