S02_Attachment - 2-110 QUADRANT C PRELIM.pdf
PDF 293 KB Posted
- Solicitation number
- 36C78626B0020
About this file
This document is a preliminary survey and site plan for a cemetery water sprinkler system at Nashville National Cemetery for the United States Department of Veterans Affairs. The plan depicts the complete irrigation infrastructure layout for the cemetery property, including the locations of 62 sprinkler heads (SPR1-SPR62), multiple controller boxes (CTLR), gate valves (GV), flow sensors (FS), wire splice boxes (WS), and other irrigation components distributed throughout the cemetery grounds. The system includes backflow preventers, quick connects, master valves, air release valves, and a pumping station, with coordinated control zones managed by various controller boxes positioned strategically across the property.
The survey employs Tennessee State Plane Coordinate System (NAD83) Zone 4100 with GPS equipment for establishing grid north. General notes indicate that underground utilities shown are based on visible appurtenances, public records, and maps prepared by others, with no guarantee of comprehensive utility identification or exact location accuracy. The document includes a requirement to notify all known underground utility owners through Tennessee One Call (1-800-351-1111) no less than three nor more than ten working days prior to excavation, in compliance with Tennessee's Underground Utility Damage Prevention Act. The plan is marked as preliminary and includes standard irrigation system legends identifying all component symbols used throughout the drawing.
View the file
Other files
Show all 16
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STONE WALL
BLDG
BLDG
BLDG
P A V
IL
IO
N
STONE WALL
STONE WALL
SPR41
SPR2
SPR2 SPR2
SPR2
SPR2
SIGV
CTLR
1-2
FWS
SPR1
SPR1
SPR1
SPR1
SPR3
SPR3
SPR3
SPR3
SPR3SPR4 SPR4
SPR4
SPR41
SPR41
SPR41 SPR41
SIGV
CTLR41
GR
SIGV
CTLR
3-7
SIGV
SPR6
SPR6
SPR6
SPR6
SPR6
SPR5
SPR5
SPR5
SPR5
SPR7
SPR7
SPR7
SPR7
SPR7
SPR9 SPR9
SPR9SPR9SPR9
SPR12
SPR12
SPR12
SPR12SPR12
SPR13
SPR13
SPR13
SPR13
SIGV
CTLR
10-13
WS
SPR8
SPR8
SPR8
SPR8
SPR8
SPR8 SPR8 SPR8
CTLR
8-9
SIGV
SPR11
SPR11
SPR11
SPR11
SPR11
SPR21
SPR21
SPR21
SPR21
SPR21QC
QCSIGV
CTLR
18-21
SPR18
SPR18
SPR18
SPR18
SPR18
SPR19
SPR19
SPR19
SPR19
SPR19
WS
GV
SPR20
SPR20
SPR20
SPR20
WS WS
SPR14
SPR14SPR14
SPR14
SPR16
SPR16
SPR16
SPR16
SPR16
SPR17
SPR17
SPR17
SPR17
SPR15
SPR15
SPR15
SPR15
CTLR
14-17
SIGV
SIGV
CTLR
25-28
WS
SPR28
SPR28
SPR28
SPR28
SPR27
SPR27
SPR27
SPR27
SPR27
S P R
SPR25
SPR25
SPR25
SPR25
SPR25
SPR28
SPR26
SPR26
SPR26
SPR26
SPR26
WS
SPR22
SPR22
SPR22
SPR22
SPR22
SPR22
QC
CTLR22-24
SIGV
SPR23
SPR24
SPR24
SPR24
SPR24
SPR24
SPR24
SPR23
SIGV
CTLR
29-31
SPR30
WS
SPR30
SPR30
SPR30
SPR30
SPR39
SPR39
SPR39
SPR39
SPR38
SPR38
SPR38
SPR36
SPR36
SPR36
SPR36
WS
SIGV
CTLR
35-36
SPR33
SPR33
SPR33
SPR33
SPR33
SPR32
SPR32
SPR32
WS
FWS SIGV
CTLR
32-34
SPR34
SPR34
SPR34
SPR34
SPR34
SPR35
SPR35
SPR35
SPR35
SIGV
CTLR
37-39
SPR37
SPR37
SPR37
SPR37
SPR37
SPR31
SPR31
SPR31
SPR31
SPR31
SPR35
SPR29
SPR29
SPR29
SPR29
SIGV
CTLR49
GV
SIGV CTLR
55-57GV
SIGV
CTLR
53-54
SPR59
SPR59
SPR59
SPR59
SPR59
SPR50
SPR50
SPR50
SIGV
CTLR
50-52FWS
SPR51
SPR51
SPR51
SPR51
SPR52
SPR52
SPR52
SPR52
SPR52
SPR40
SPR40
SPR40
SPR40
SPR40
SPR42
SPR42
SPR42
SPR42
SPR42
QC
WS
SIGV
CTLR
40,62
SIGV
CTLR
42-43
SPR54 SPR62
SPR62
SPR62
SPR62
SPR62
SPR54
SPR54
SPR54
SPR49
SPR49
SPR49
SPR49
SPR49
SPR55
SPR57
SPR55
SPR55SPR55
SPR58
SPR58
SPR58
SPR58
SPR58
WS
WS
SIGV
CTLR
58-59
SPR47
SPR47
SPR47
SPR47
SPR47
SIGV
CTLR
47-48
SPR45
SPR45
SPR45
SPR45
SPR45
SPR48
SPR48
SPR48
SPR48
SPR46
SIGV
CTLR
44-46
SPR44
SPR44
SPR44
SPR44
SPR44
WS
SPR43
SPR43
SPR43
SPR43
SPR43SPR53SPR53
SPR53
SPR53
SPR53
SPR46
SPR46
SPR46
SPR61
SPR61
SPR61
SPR61
SPR60
SPR60
SPR60SPR60
SPR56
SPR56
SPR56
SPR56
SPR56
SPR57
SPR57
SPR57
SPR57
SIGV
CTLR
60-61
ASPHALT PARKING
A S P H A L T
ASPHALT
ASPH
ALT
A S P H A
LT
PRELIMINARY
0 50 100 150
SH
EL
TE
R
SPR10
SPR10
SPR10
SPR10
SPR46
GV
GV
FS
MVQD
FS
R A
IL
R O A D T R A C K S
E X
IS
T
IN
G F E N C E
E X
IS
T
IN
G F E N C E
N:695948.67 E:1753981.61
Z:513.72
CP
GRID PNT
P6
N:695292.22 E:1754078.62
Z:487.74
CP
GRID PNT
P6
SPR61
CP
GRID
PNT
M9
R A
IL
R O A D T R A C K S
OD
OD
S
ID
E W A L K
MVQC
FWS
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
ER
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
IC
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 C
J C
-0 -1
J C
-0 -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
IO
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)
File details come from the government source that posted it. Updated .