W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
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H
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O
H
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
INV: 508.00
1" OAK
1" OAK
S
10" TREE
SUBJECT
1.00 AC.±
43731 SQ. FT.
C1
S
6
3
°3
4
'2
5
"
W
3
3
3
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6
' (M
)
N
6
0
°2
0
'2
5
" E
3
3
3
.3
0
' (
R
)
N 11°2
5'0
0"
W
2
66
.9
8' (M
)
S 14
°3
9'3
5" E
2
66
.9
3' (R
)
C
2
S
7
1°2
2
'0
6
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2
8
5
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2
' (
M
)
N
7
4
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6
'3
3
" W
2
8
5
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2
' (R
)
24
" C
PP
S
EX SSMH
TOP: 529.65
I.E.: 520.75
AI 2.5X1.5
TOP: 534.59
I.E.: 525.00
AI 2.5X1.5
TOP: 532.29
I.E.: 523.69
O
H
E
O
H
E
O
H
E
W
W
W
8
"
8
"
12"
12
"
12
"
8
"
8
"
W
W
W
1"
D
AI 2.5X1.5
TOP: 530.45
I.E.: 526.55
AI 2.5X1.5
TOP: 536.94
I.E.: 533.14
AI 2.5X1.5
TOP: 523.29
I.E.: 517.59
42
.5
7'
12
"
18" RCP
18" RCP
36" RCP
36" RCP
36" RCP
535
53
2
5
3
3
5
3
4
53
6
5
3
7
5
3
8
5
2
0
52
5
5
3
0
5
3
5
5
4
0
518
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19
5
2
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52
2
52
3
52
4
5
2
6
5
2
7
5
2
8
5
2
9
5
3
1
5
3
2
5
3
3
5
3
4
5
3
6
5
3
7
5
3
8
5
3
9
5
1
0
5
1
5
5
2
0
5
1
15
1
25
1
35
1
4
5
1
65
1
7
5
1
8
5
1
95
2
1
5
2
2
5
2
3
5
1
55
2
05
2
55
3
0
5
1
4
5
1
6
5
1
7
5
1
8
5
1
9
5
2
1
5
2
2
5
2
3
5
2
4
5
2
6
5
2
7
5
2
8
5
2
9
52
5
5
3
0
5
2
6
5
2
7
5
2
8
5
2
9
5
3
1
53
5
5
4
0
5
3
1
53
2
53
3
5
3
4
53
6
5
3
7
5
3
8
5
3
9
5
4
1
5
3
0
52
8
5
2
9
53
1
530
52
8
529
5
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1/2" CIPF WAMBLE
N: 683133.42
E: 1736081.40
1/2" CIPF WAMBLE
1/2" CIPF WAMBLE
1/2" CIPF WAMBLE
N: 683281.74
E: 1736379.83
1/2" CIPF
1/2" CIPF VOLUNTEER
2
4
"
2
4
"
2
4
"
N
18
°3
7
'11" E
3
2
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0
'
N
7
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2
'0
6
" W
2
0
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0
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L
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N
4
2
°
5
0
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"
W
1
3
2
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7
'
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20.00'
S
4
2
°
5
0
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6
"
E
1
2
5
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3
'
L1
CURVE TABLE (M)
NUMBER
C1
C2
LENGTH
2.34'
81.03'
RADIUS
7424.41'
679.13'
DELTA
0°01'05"
6°50'10"
CHORD
2.34'
80.98'
CHORD DIRECTION
S 70°51'04" E
S 74°46'13" E
CURVE TABLE (R)
NUMBER
C1
C2
LENGTH
2.51'
81.10'
RADIUS
7424.41'
679.13'
DELTA
0°01'10"
6°50'32"
CHORD
2.51'
81.05'
CHORD DIRECTION
N 74°37'07" W
N 78°01'49" W
LINE TABLE
NUMBER
L1
L2
L3
LENGTH
4.32'
19.43'
32.80'
DIRECTION
S 2°15'34" E
N 2°15'34" W
S 18°37'46" W
0 20' 40'
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PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
PLOT DATE:
SHEET
REVISIONS:
OF
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17-071
1
AGILLESPIE
03.31.2017
04.13.2017
TWALLS
4.13.2017
1
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RY
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PH
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VICINITY MAP
(NOT TO SCALE)
SITE
PROPERTY DESCRIPTION (VESTING INSTRUMENT# 201611290125310)
LAND LOCATED IN THE 2"D COUNCILMANIC DISTRICT OF METROPOLITAN NASHVILLE, DAVIDSON COUNTY, TENNESSEE, BEING A PART OF LOT NUMBER 25 ON THE
PLAN OF THE TOWN OF BROOKLYN AS OF RECORD IN PLAT BOOK 19, PAGE 504 IN THE REGISTER'S OFFICE FOR DAVIDSON COUNTY, TENNESSEE, ALSO BEING
DAVIDSON COUNTY TAX PARCELS 07105003200, 07105003201 AND 07105003300, AND BEING
MORE PARTICULARLY DESCRIBED ACCORDING TO A BOUNDARY SURVEY PREPARED BY WAMBLE AND ASSOCIATES, PLLC, DATED AUGUST 31, 2009 AS FOLLOWS:
BEGINNING AT AN IRON ROD, FOUND WITH A PLASTIC CAP LABELED
VOLUNTEER' ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WEST TRINITY LANE (STATE ROUTE 65 AND U.S. 431 ), RIGHT-OF-WAY WIDTH OF WEST TRINITY LANE IN
FRONT OF THIS PROPERTY BEING 85.30 FEET, OR 42.65 FEET (13 METERS) FROM THE CENTERLINE AS ESTABLISHED BY 1996 STATE HIGHWAY PLANS FOR
PROJECT NO. 19043-3225-54. ADDITIONAL RIGHT-OF-WAY ACQUIRED FOR THE ROAD WIDENING PROJECT IS DESCRIBED IN THE AGREED FINAL ORDER AS OF
RECORD IN DEED BOOK 11493, PAGE 576 R.O.D .C. TN., AS TRACT 16, TRACT 17 ARID TRACT 19. SAID IRON ROD BEING AT THE INTERSECTION OF THE SAID
SOUTHERLY RIGHT-OF-WAY LINE OF WEST TRINITY LANE (STATE ROUTE 65, U.S. 431) AND THE WEST LINE OF TRACT ILL AS DESCRIBED IN DEEDS CONVEYING
THIS PROPERTY TO DOYLE R. MONDAY AS OF RECORD IN DEED BOOK 10278, PAGE 723, DEED BOOK 10280 , PAGE 244, AND DEED BOOK 10280, PAGE 248
R:O.D.C., TN. SAID IRON ROD ALSO BEING THE NORTHWEST CORNER OF METRO GOVERNMENT, HAYNES MIDDLE SCHOOL PROPERTY OF RECORD IN DEED BOOK
1085, PAGE 656, DEED BOOK 2540, PAGE 308, DEED BOOK 1'915, PAGE 371, DEED BOOK 1941, PAGE 213 AND DEED BOOK 1341 , PAGE 445 R.O.D.C., TN, BEING MORE
PARTICULARLY DESCRIBED ACCORDING TO AN UNRECORDED BOUNDARY SURVEY PREPARED BY VOLUNTEER SURVEYING, INC. DATED APRIL 19, 2001; THENCE,
LEAVING THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID WEST TRINITY LANE (STATE ROUTE 65, U.S. 431) AND FOLLOWING THE WEST LINE OF SAID TRACT ILL,
ALSO BEING THE EAST LINE OF METRO GOVERNMENT, HAYNES MIDDLE SCHOOL PROPERTY AS SHOWN ON THE SAID UNRECORDED VOLUNTEER SURVEYING, INC.
BOUNDARY SURVEY, SOUTH 14 DEGREES 39 MINUTES 35 SECONDS EAST 266.93 FEET TO AN IRON ROD, SAID IRON ROD BEING THE SOUTHWEST CORNER OF
SAID TRACT ILL, ALSO BEING ON THE NORTH LINE OF THE METRO GOVERNMENT, HAYNES MIDDLE SCHOOL PROPERTY THE SAME BEING THE COMMON LINE
BETWEEN ORIGINAL LOT NUMBER 24 AND 25 ON THE PLAN OF THE TOWN OF BROOKLYN AS OF RECORD IN PLAT BOOK 19, PAGE 504 R.O.D.C. TN; THENCE,
FOLLOWING THE SOUTH LINE OF SAID TRACT ILL, THE NORTH LINE OF SAID METRO GOVERNMENT, HAYNES MIDDLE SCHOOL PROPERTY AND THE COMMON LINE
BETWEEN SAID ORIGINAL LOT 24 AND 25, NORTH 60 DEGREES 20 MINUTES 25 SECONDS EAST, PASSING THE NORTHEAST CORNER OF SAID METRO
GOVERNMENT, HAYNES MIDDLE SCHOOL PROPERTY, ALSO BEING THE NORTHWEST CORNER OF THE CONSTANCE W. ELLIOTT PROPERTY AS OF RECORD IN
QUITCLAIM DEED 20130103- 0000982 R.O.D.C., TN, AT 130.00 FEET, AND CONTINUING ALONG THE SAME BEARING FOLLOWING THE NORTH LINE OF SAID
CONSTANCE W. ELLIOTT PROPERTY, THE SOUTH LINE OF SAID TRACT ILL AND THE COMMON LINE BETWEEN SAID ORIGINAL LOT 24 AND 25, FOR A TOTAL
DISTANCE OF 333.30 FEET TO AN IRON ROD, SAID IRON ROD BEING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WEST TRINITY LANE (STATE ROUTE 65, U.S. 431);
ALSO BEING THE NORTHWEST CORNER OF SAID ETHEL WATKINS PROPERTY AND THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT ILL AND THE
SOUTHERLY RIGHT-OF-WAY LINE OF WEST TRINITY LANE (STATE ROUTE 65, U.S. 431); THENCE . FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY OF WEST TRINITY
LANE (STATE ROUTE 65, U.S. 431) WITH A CURVE T.O THE LEFT HAVING A DELTA ANGLE OF 00 DEGREES 01 MINUTES 10 SECONDS, A RADIUS OF 7.424.41 FEET, AN
ARC LENGTH OF 2.51 FEET AND A CHORD BEARING AND LENGTH OF NORTH 74 DEGREES 37 MINUTES 07 SECONDS WEST, 2.51 FEET TO AN IRON ROD BEING 42.65
FEET, OR 13 METERS RIGHT OF CENTERLINE STATION 7 + 552.006 METERS AS SHOWN ON PLANS FOR STATE HIGHWAY PROJECT NO. 190 43-3225 - 54; THENCE
CONTINUING WITH SAID SOUTHERLY RIGHT-OF-WAY LINE OF WEST TRINITY LANE !STATE ROUTE 65, U.S. 431) NORTH 74 DEGREES 36 MINUTES 33 SECONDS
WEST, 285.72 FEET TO AND IRON ROD, SAID IRON ROD BEING 42.65 FEET, OR 13 METERS RIGHT OF CENTERLINE STATION
7 +464.92 METERS AS SHOWN ON THE PLANS FOR STATE HIGHWAY PROJECT NO. 19043-3225-54; THENCE, CONTINUING WITH SAID SOUTHERLY
RIGHT-OF-WAY OF WEST TRINITY LANE (STATE ROUTE 65, U.S. WITH A CURVE TO THE LEFT HAVING A DELTA ANGLE OF 06 DEGREES 50 MINUTES 32 SECONDS,
A RADIUS OF 679.13 FEET, AN ARC LENGTH OF 81.10 FEET AND A CHORD BEARING AND LENGTH OF NORTH 78 DEGREES 01 MINUTES 49 SECONDS WEST 81.05
FEET TO THE POINT OF BEGINNING. CONTAINING 43,730 SQUARE FEET OR 1.0 ACRE, MORE OR LESS. ·
BEING THE SAME PROPERTY CONVEYED TO THE UNIVERSITY OF TENNESSEE BY DOYLE R. MONDAY, BY DEED DATED FEBRUARY 17, 2010, AS RECORDED IN
INSTRUMENT NUMBER 20100217-0012032, REGISTER'S OFFICE OF DAVIDSON COUNTY, TENNESSEE.
GENERAL NOTES:
1. NORTH ARROW AND COORDINATES AS SHOWN HEREON ARE BASED ON TENNESSEE STATE PLANE
COORDINATE SYSTEM, NAD '83.
2. ALL MEASUREMENTS SHOWN ARE TO U.S. STANDARDS.
3. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE
FURNISHED TO THE SURVEYOR EXCEPT AS SHOWN.
4. ONLY SURFACE UTILITY, STORM AND SANITARY SEWER STRUCTURES WHICH ARE LOCATED WITHIN THE
BOUNDARY AND OUTSIDE OF DESIGNATED EASEMENTS ARE SHOWN. NO EFFORT HAS BEEN MADE TO LOCATE
ANY SUB-SURFACE UTILITY, STORM AND SANITARY SEWER LINES EXCEPT AS SHOWN.
5. SUBJECT TO EASEMENTS, RESTRICTIONS, & RIGHTS-OF-WAYS WHICH MAY OR MAY NOT BE OF RECORD.
6. ENCROACHMENTS ABOVE GROUND ARE AS SHOWN.
7. THERE WAS NO FIELD LOCATION ATTEMPTED TO DETERMINE THE EXTENT OF SUB-SURFACE STRUCTURES OR
EAVE OVERHANGS, EXCEPT AS SHOWN.
8. CONTOURS AND ELEVATIONS AS SHOWN HEREON ARE BASED ON NAVD '88, (GEOID 12A).
9. SANITARY SEWER, WATER OR ELECTRICAL POWER SERVICE TO SUBJECT PROPERTY IS AS SHOWN.
10. SOURCES OF INFORMATION: INSTRUMENT# 201611290125310 DB 10280 PG 248 PB 19 PG 504
BOUNDARY SURVEY BY WAMBLE & ASSOCIATES, PLLC
DATED AUGUST 31, 2009 W&A FILE# 785-0109
11. PERMANENT DRAINAGE EASEMENT. DEED BOOK 11493 PAGE 576
12. DRAINAGE EASEMENT. INSTRUMENT# 200609120112682
13. REMAINDER OF 20 FOOT EASEMENT. DEED BOOK 8075 PAGE 966, DEED BOOK 8075 PAGE 969, AND DEED
BOOK 8075 PAGE 972.
FLOOD INFORMATION:
BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X" (OUT-UNSHADED) OF THE
NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD
INSURANCE RATE MAP (FIRM), DAVIDSON COUNTY, TENNESSEE, COMMUNITY PANEL NUMBER 4700400208F MAP
REVISED APRIL 20, 2007. ZONE "X" (OUT-UNSHADED) DENOTES NO SPECIAL FLOOD HAZARDS AND IS DEFINED AS
"AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN."
UGT
OHE
SS
W
GAS
F/O
LEGEND
CONCRETE MONUMENT FOUND
CONCRETE MONUMENT SET (4SITE INC)
PROPERTY CORNER FOUND
PROPERTY CORNER SET (4SITE INC)
CALCULATED POINT
SUBJECT PROPERTY LINE
ADJOINER PROPERTY LINE
MINIMUM BUILDING / SETBACK LINE
FENCE
COMMUNICATION BOX
UNDERGROUND TELEPHONE LINE
ELECTRIC BOX
FIBER OPTIC LINE
OVERHEAD ELECTRIC LINE
STORM SEWER LINE
SANITARY SEWER LINE
UTILITY POLE
LIGHT POLE
WATER LINE
WATER VALVE
FIRE HYDRANT
WATER METER
NATURAL GAS LINE
GAS VALVE
SIGN
GUY WIRE
EXISTING TREELINE
C
E
W
G
S
X
ABBREVIATIONS
AI AREA INLET
(C) CALCULATED
CIPF CAPPED IRON PIN FOUND
CIPS CAPPED IRON PIN SET
CMF CONCRETE MONUMENT FOUND
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
CTP CRIMP TOP PIPE FOUND
CO CLEAN OUT
ELEV ELEVATION
ESMN'T EASEMENT
EX EXISTING
F.F.E FINISHED FLOOR ELEVATION
HDPE HIGH DENSITY POLYETHYLENE
I.E. INVERT ELEVATION
(M) MEASURED
M.B.L MINIMUM BUILDING LINE
MNF MAG NAIL FOUND
OTP OPEN TOP PIPE
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
PVC POLYVINYL CHLORIDE
(R) RECORDED
RCP REINFORCED CONCRETE PIPE
RMF R.O.W. MONUMENT FOUND
R.O.W RIGHT OF WAY
RRS RAIL ROAD SPIKE FOUND
SSMH SANITARY SEWER MANHOLE
STMH STORM SEWER MANHOLE
TBM TEMPORARY BENCHMARK
STATEMENT OF POTENTIAL ENCROACHMENTS:
A. GUY WIRE CROSSES OVER THE PROPERTY LINE.
SURVEYOR CERTIFICATION
I, TROY D. WALLS, A REGISTERED PROFESSIONAL LAND SURVEYOR WITH THE FIRM OF 4SITE, INC. HEREBY CERTIFY
THAT TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF THAT THE SURVEY SHOWN HEREON HAS BEEN
COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
SURVEYING IN THE STATE OF TENNESSEE AND A CATEGORY 1 SURVEY WITH THE RATIO OF PRECISION OF THE
UNADJUSTED SURVEY GREATER THAN 1' PER 10,0O0'.
ACCORDING TO THIS SURVEY, UNDER MY SUPERVISION, THIS THE
DAY OF , 2017
TROY D. WALLS PLS #2220
AS
PH
ALT
D
RIV
EW
AY
AS
PH
ALT
D
RIV
EW
AY
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODED
WOODED
WOODED
ASPHALT
ASPHALT
ASPHALT
ASPHALT
OWNER OF RECORD
CONSTANC W. ELLIOT
1911 HAYNES ST.
NASHVILLE, TN 37207
INST# 201301030000982
MAP 71-05 PARCEL 35.00
ZONED: RS5 - RESIDENTIAL
OWNER OF RECORD
METRO GOVERNMENT
HAYNES MIDDLE SCHOOL
PO BOX 196300
NASHVILLE, TN 37219
DB 10247 PG 35
MAP 71-05 PARCEL 31.00
ZONED: RS5 - RESIDENTIAL
OWNER OF RECORD
METRO GOVERNMENT
HAYNES MIDDLE SCHOOL
PO BOX 196300
NASHVILLE, TN 37219
DB 10247 PG 35
MAP 71-05 PARCEL 31.00
ZONED: RS5 - RESIDENTIAL
SUBJECT OWNER OF RECORD
TRINITY PARTNERS, G.P.
1132 FLAT WOOD ROAD
LEBANON, TN 37090
INST# 201611290125310
MAP 71-05 PARCEL 32.00, 32.01, & 33.00
ZONED: CL - COMMERCIAL
8
5
.2
0
'
4
1.8
9
'
A
7
7
.9
1'
0
.8
8
'
4
2
.8
7
'
7
.3
5
'
7.3
5'
CURB
CURB
CURB
GATE
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CURB &
GUTTER
CURB &
GUTTER
CURB &
GUTTER
PARCEL 32.00
PARCEL 32.01
PARCEL 33.00
SEE NOTE #11
S
E
E
N
O
T
E
#
1
2
SEE NOTE #12
SEE NOTE #13
SEE NOTE #13
SCHOOL ZONE
LIGHT
