S02_Attachment - 2-110 QUADRANT B PRELIM.pdf
PDF 300 KB Posted
- Solicitation number
- 36C78626B0020
About this file
This is a survey drawing for a cemetery water sprinkler system at Nashville National Cemetery for the United States Department of Veteran Affairs. The document presents a preliminary site plan depicting the complete irrigation infrastructure layout across the cemetery property, bounded by Walton Lane and railroad tracks.
The drawing illustrates an extensive sprinkler system comprising 79 sprinkler head stations (SPR1-SPR79) distributed throughout the cemetery grounds, along with associated control infrastructure including 18 controller boxes (CTLR) managing various zones, signal valve assemblies (SIGV), gate valves (GV), flow sensors (FS), quick connects (QC), and a pumping station. The system utilizes Tennessee State Plane Coordinate System (NAD83) Zone 4100 for positioning references, with GPS equipment establishing grid north. Two control points are documented: one at coordinates N:695373.70, E:1754895.41, Z:479.02, and a second at N:694635.29, E:1754191.20, Z:521.54. The legend identifies standard symbols for controller boxes, sprinkler heads, ground rods, flower water stations, wire splice boxes, coordination points, gate valves, air release valves, quick connects, single control valves, master valves, and flow sensors. General notes include requirements for Tennessee Underground Utility Damage Prevention Act compliance, mandating notification to underground utility owners 3-10 working days prior to excavation through Tennessee One Call (1-800-351-1111), and disclaimers regarding utility location accuracy based on visible appurtenances and public records.
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
N:695373.70 E:1754895.41
Z:479.02
CP
GRID
PNT
K17
SIGV
GR CTLR
31-33
SPR33
SPR33
SPR33
SPR33
SPR33
SPR31
SPR31
SPR31
SPR31
SPR31
SPR29
SPR29
SPR29
SPR29
SPR29
SPR29
SPR32
SPR32
SPR32
SPR32
SPR30
SPR30
SPR30
SPR30
SIGVCTLR
29-30
FWS
SPR27
SPR27
S P R
S P R
S P R
S P R
SPR27
GV
CTLR
27-28
SIGV
SPR28
SPR28
SPR28
SPR28 SPR28
SPR27
SPR23
SPR23
SPR23
SPR23
SPR23
CTLR
23-26
SIGV
FWS
GR
WS
SPR25
SPR25
SPR25 SPR25
SPR25
SPR25
SPR24
SPR24
SPR24
SPR24
SPR20
SPR20
SPR20
SPR20
SPR20
SPR20
SPR26
SPR26
SPR21
SPR21 SPR21
SPR21
SPR21
SIGV QC
CTLR
20-22
SPR22
SPR22
SPR22
SPR22
SPR22
SPR18
SPR17
SPR17
SPR17
SPR17
SPR17
GV
GV
FWS
SPR18
SPR18
SPR18
SPR16
SPR16
SPR16
SPR16
SPR16
SPR19
SPR19
SPR19
SPR14
SPR14
SPR14
SPR14
SPR11
SPR11
SPR11
SPR11
SPR11
SPR15
SPR15
SPR15
SPR15
SPR15
SPR13
SPR13
SPR13
SPR13
SPR12
SPR12
SPR12
SPR12
SPR12
SPR8
SPR8
SPR8
SPR8
SPR8
SPR7
SPR7
SPR7
SPR7
SPR7
SPR10SPR10
SPR10
SPR10 SPR10
SPR9
SPR9
SPR9SPR9
SIGV
CTLR
16-19
S
IG
V
CTLR
13-15
GR
SIGV
CTLR
11-12
SIGV
CTLR
8-10
SIGV
CTLR
6-7
FWS
SPR2
SPR2
SPR2
SPR2
SPR2
SPR6SPR6
SPR6
SPR6
SPR5
SPR4SPR4
SPR4 SPR4
SPR5
SPR5
SPR5
SPR5
SPR4 SPR3
SPR3
SPR3
SPR3
SPR3
SPR1
SPR1
SPR1
SPR1
SPR1
GV
SIGV
CTLR
4-5
SIGV
CTLR
1-3
FS
MV 3GVS
SPR46
SPR46
SPR46SPR46
SPR46
SPR46
SPR46
CTLR
48-51
SIGV
CTLR
45-47 SIGV
CTLR
73-74
SIGV
CTLR
75-77
SIGV
GVCTLR
78-79
SIGV
QC
CTLR
67-69
SIGV
QC
GV
GV WS
SIGV CTLR66
GV GR
SIGV
CTLR
43-44
SIGV
CTLR
40-41
SIGV
GV
GR
CTLR42
CTLR
36-39
SIGV
CTLR
62-65
SIGV
CTLR
70-72
SIGV
CTLR
52-53
SIGV
GR
SIGV
CTLR54
GV
QC
CTLR
55-57
SIGV
QC
SIGV
CTLR58
CTLR
59-61
SIGV
WS
CTLR
34-35
SIGV
QC
GV
SPR51
SPR51
SPR51
SPR51
SPR51
SPR50
SPR50
SPR50
SPR50
SPR50
GV
SPR45
SPR45
SPR45
SPR45 SPR45
SPR47
SPR47
SPR47
SPR47
SPR49
SPR49
SPR49
SPR49
SPR49
SPR48
SPR48
SPR48
SPR48
SPR78
SPR78
SPR78
SPR78
SPR78
SPR52
SPR52
SPR52
SPR52
SPR79
SPR79
SPR79
SPR79
SPR79
SPR76
SPR76
SPR76
SPR76
SPR76
SPR47
SPR75
SPR75
SPR75
SPR75
SPR75
SPR73 SPR73
SPR73
SPR73
SPR73
SPR44
SPR44
SPR44
SPR44
SPR44
SPR43
SPR43
SPR43
SPR43
SPR43
SPR74
SPR74
SPR74
SPR74
SPR74
SPR41
SPR
SPR41
SPR41
SPR41
SPR41
SPR42
SPR42
SPR42
SPR42
SPR42
SPR40
SPR40
SPR40
SPR40
SPR77
SPR77
SPR77
SPR77
SPR77
SPR69 SPR69 SPR69
SPR69
SPR69
SPR38
SPR39
SPR39
SPR39
SPR39
SPR39
SPR38
SPR38
SPR38
SPR38
SPR66
SPR66
SPR66
SPR66
SPR66
WS
SPR64
SPR64
SPR64SPR63
SPR72
SPR64
SPR64
SPR67
SPR67
SPR67
SPR67
SPR68
SPR68
SPR68
SPR68
SPR68
SPR53
SPR53
SPR53
SPR53
SPR54
SPR54
SPR54
SPR54
SPR54
SPR70
SPR70
SPR70
SPR71
SPR71
SPR71
SPR71
SPR71
SPR70
SPR70 SPR72
SPR72
SPR72
SPR56
SPR56
SPR56
SPR56
SPR56
SPR63
SPR63
SPR63
SPR63
SPR65
SPR65
SPR65
SPR65
SPR65
SPR62
SPR62
SPR62
SPR62
SPR61
SPR58
SPR62
SPR61
SPR61
SPR61
SPR61
SPR37
SPR36
SPR36
SPR36
SPR36
SPR36
SPR37
SPR37
SPR37
SPR37
SPR60
SPR60
SPR58
SPR60
SPR60
SPR58
SPR58
SPR59
SPR59
SPR59
SPR60
SPR59SPR59
SPR55
SPR55
SPR55
SPR55
SPR57
SPR57
SPR57
SPR57
SPR57
SPR35
SPR35
SPR35
SPR35
SPR35
SPR34
N:695448.78 E:1755098.89
Z:469.35
N:695373.70 E:1754895.41
Z:479.02
SPR34
SPR34
SPR34SPR34
CP
BRASS
DISK
ASPH
ALT
ASPHALT
ASPHALT
S T O N E W A L L
G A L L A T
IN
P
IK
E S O U T H
WALTON LANE
0 50 100 150
SPR2
STONE WALL
SPR32
R A
IL
R O A D T R A C K S
CP BRASS
DISK
N:694635.29 E:1754191.20
Z:521.54
OD
OD
OD
CP
GRID
PNT
B14
SPR67
PRELIMINARY
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 B
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
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 .