S02_Attachment - 2-110 QUADRANT A PRELIM.pdf

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Attached to
Nashville National Cemetery, National Shrine Irrigation Project
Solicitation number
36C78626B0020
Issued by

About this file

This is a preliminary site survey plan and legend for a Cemetery Water Sprinkler System at Nashville National Cemetery for the United States Department of Veterans Affairs.

The document depicts a comprehensive irrigation system layout with multiple sprinkler zones color-coded by circuit (blue, red, green, orange, pink, and yellow lines). The system includes standard components such as sprinkler heads (SPR designations), controller boxes (CTLR), gate valves (GV), ground rods (GR), air release valves, quick connects, single control valves, master valves, flow sensors, wire splice boxes, and coordination points. The site is bounded by stone walls and asphalt surfaces, with railroad tracks noted on the property. Coordinates are referenced to the Tennessee State Plane Coordinate System (NAD83) Zone 4100, established using GPS equipment. The survey notes that underground utilities shown are based on visible appurtenances, public records, and maps prepared by others, with no guarantee of complete or accurate location data. The document includes a critical reminder that Tennessee's Underground Utility Damage Prevention Act requires notification to all known underground utility owners 3-10 working days prior to excavation, with Tennessee One Call (1-800-351-1111) to be contacted for utilities verification.

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Text version

SPR1

SPR1

SPR1

SPR3

SPR3

SPR3

SPR3

SPR4

SPR4

WSFS

MV

SIGV

SPR6

SPR6

SPR6

SPR6

SPR6

SIGV

QC

CTLR5

SPR5

SPR5

SPR5

SPR5

SPR5

SPR7

SPR7

SPR7

SPR7

SPR7

SIGV

SPR8

SPR8SPR8

SPR8

SPR9

SPR9

SPR9

SPR9

SPR10

SPR10

SPR10

SPR10

SPR11

SPR11

SPR11

SPR11

SPR11SPR11SPR11

SPR11SPR11

SPR11SPR11SPR12

SPR12

SPR12

SPR13SPR13

SPR13

SPR13

CTLR8

SIGV

GV

FWS

SIGV

SPR11

SPR14

SPR14

SPR14

SPR14

SPR14

SPR14

SPR14

SPR14

SIGV QC

GV

CTLR29

SPR15

SPR15

SPR15

SPR15

SPR15

SIGV

GR

SPR18

SPR18

SPR18

SPR18B

L D

10 SPR19S

SPR19

SPR40

SPR40

SPR40

SPR40

SPR40

GV

GV

SPR18

SIGV

FWS

SPR40

SPR20

SPR20

SPR20

SPR20

SPR20

SPR20

WS

SIGV

SPR21 SPR21 SPR21

SPR21

SPR21

SPR22SPR22

SPR22

SPR22

CTLR

18-19

CTLR

20-22

CTLR

1-4

SPR23

SPR23

SPR23

SPR23

CTLR

23-24

SIGV

GV

SPR24

SPR24

SPR24

SPR25

SPR25

SPR25

SPR25

SIGV

CTLR

25-26

SPR26

SPR26

SPR26

SPR26

SPR26

SPR27

SPR27

SPR27SPR27 SIGV

CTLR

27-28

SPR28SPR28

SPR28

SPR28

SPR28

CTLR

12-13

SPR29SPR29SPR29

SPR29

SPR30

SPR30

SPR30

SPR30

SPR30

SPR32

SPR32

SPR32

SPR32

SPR32

SPR29

SPR31

SPR31

SPR31

SPR31

SPR31

CTLR

14-17

CTLR

30-32

SIGV

FW

S

SPR41

SPR41

SPR41

SPR41

SPR41

SPR41

GV

SIGV CTLR

38-39

GV

SIGVCTLR42

SPR42

SPR42

SPR42

SPR42

SPR42

SPR38

SPR38

SPR38

SPR38

SPR39

SPR39

SPR39

SPR39

SPR36

SPR36

SPR36

SPR36

SPR36

SPR33

SPR33

SPR33

SIGV

QC

WS

CTLR33 SIGV

WS

GV

GV

CTLR

34-35

SIGV

GR

SPR34

SPR34

SPR34

SPR34

SPR34

WS

SPR35

SPR35

SPR35

SPR35

SPR43

SPR43

SPR43

CTLR43

SIGV

WS

SPR43

SPR43

GV

SPR45

SPR45

SPR45

SPR45

SPR45

SPR44 SPR44

SPR44

SPR44

SPR44

GR

SIGV

CTLR

44-46

SPR43

SPR46

SPR46

SPR46

SPR46 SPR46

SPR46

GV

SPR2

SPR2

SPR2

SPR2

GR

SPR2

STONE WALL

S T O N E W A L L

ASPHALT

A S P H A

LT

ASPHALT

ASPH

ALT

A S P H A

LT

ASPHALT

ASPHALT

GV

SIGV

GR

CTLR

40-41

CTLR

6-7

SPR9

SPR37 SPR37

SPR37

SPR37

SPR37

CTLR

36-37

SPR11

SPR16

SPR16

SPR16

SPR18

SPR2

SPR17

SPR17

SPR17

SPR17

SPR17

SPR17

SPR17

SPR17SPR17

PRELIMINARYSTONE WALL

N:695448.78 E:1755098.89

Z:469.35

N:695432.73 E:1754450.77 Z:478.33

N:695776.46 E:1754577.90

Z:491.62

N:695909.68 E:1755037.72 Z:475.89

CP

GRID

PNT

O13

BP

ASPHALT

OD

CP

GRID

PNT

M19

CP

SIGV

CTLR

9-11

GR

C

G A L L A T

IN

P

IK

E S O U T H

0 40 80 120

CP

BRASS

DISK

CP

GRID

PNT

M20

CP

BRASS

DISK

CP

GRID

PNT

K12

R A

IL

R O A D T R A C K S

GENERAL NOTES

D R A W N

D A T E

A P P R O V E D

D A T E

S C A L E

S H E E T

P R O J E C T N O

R

SI G

ET

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D D E

EVRUS

ROY

AL

N

C H A N D L E R S U R V E Y

IN

G

C O O P E R N

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H O L S O N R O A D

P L E A S A N T V

IE

W T N

(6 -5 F A X -6 e m a il:

c h a n d le rs u rv y a h o o .c o m

I H E R E B Y C E R T

IF

Y T H A T T H

IS

I S

A C A T E G O R Y

S U R V E Y A S D E F

IN

E D B Y T H E

S T A N D A R D S O F P R A C T

IC

E A S

A D O P T E D B Y T H E T E N N E S S E E

S T A T E B O A R D O F E X A M

IN

E R S

A N D T H E R A T

IO

O F P R E C

IS

IO

N

O F T H E U N A D J U S T E D S U R V E Y I S

G R E A T E R T H A N A S

S H O W N H E R E O N

C U R R E N T L Y Z O N E D

M A P A N D P A R C E L

W A T E R F E A T U R E S Q U A D A

J C

-2 -1

J C

-2 -1

O F

M -1 P ,7 M -1 P -4

R S

-1

N A S H V

IL

L E N A T

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N A L C E M E T E R Y U .S D E P A R T M E N T O F V E T E R A N A F F A

IR

S

G A L L A T

IN

P

IK

E A N D A N D W A L T O N L A N E

M A D

IS

O N T N

C A P E F E A R L A N D M A N A G E M E N T I N C

P .O B O X

W R

IG

H T S V

IL

L E B E A C H N C

I

:1

J E F F R E Y P C H A N D L E R

1. COORDINATES USED WERE RELATED TO TENNESSEE STATE PLANE COORDINATE SYSTEM (NAD83) ZONE 4100,

2. G.P.S. EQUIPMENT USED TO ESTABLISH GRID NORTH: CARLSON BRX DUAL FREQUENCY RECEIVER AND T.D.O.T. GNSS

REFERENCE NETWORK.

5. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE ABOVE GRADE AND UNDERGROUND

UTILITIES SHOWN WERE TAKEN FROM VISIBLE APPURTENANCES AT THE SITE, PUBLIC RECORDS AND/OR MAPS PREPARED

BY OTHERS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH

UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION INDICATED. THEREFORE, RELIANCE UPON THE TYPE, SIZE AND

LOCATION OF UTILITIES SHOWN SHOULD BE DONE SO WITH THIS CIRCUMSTANCE CONSIDERED DETAILED VERIFICATION

OF EXISTENCE, LOCATION AND DEPTH SHOULD ALSO BE MADE PRIOR TO ANY DECISION RELATIVE THERETO IS MADE.

AVAILABILITY AND COST OF SERVICE SHOULD BE CONFIRMED WITH THE APPROPRIATE UTILITY COMPANY.

6. IN TENNESSEE IT IS A REQUIREMENT OF THE UNDERGROUND UTILITY DAMAGE PREVENTION ACT, THAT ANYONE WHO

ENGAGES IN EXCAVATION MUST NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNER(S), NO LESS THAN (3) NOR MORE

THAN (10) WORKING DAYS PRIOR TO THE DATE OF THE INTENT TO EXCAVATE AND ALSO TO AVOID ANY HAZARD OR

CONFLICT. TENNESSEE ONE CALL 1-800-351-1111 UTILITIES NOT CHECKED.

LEGEND

These standard symbols will be found in the drawing.

CONTROLER BOX

SPRINKLER HEAD

GROUND ROD

FLOWER WATER STATION

WIRE SPLICE BOX

COORDINATION POINT

GATE VALVE

AIR RELEASE VALVE

QUICK CONNECT

SINGLE CONTROL VAVLE

MASTER VALVE

FLOW SENSOR

CEMETERY WATER SPRINKLER SYSTEM

NASHVILLE NATIONAL CEMETERY

FOR

UNITED STATES

DEPARTMENT OF VETERAN AFFAIRS

B

P PUMPING STATION

BACKFLOW PREVENTER

FS

MV

OD

C ACC CONTROLLER (CLOCK)

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