+ All Categories
Home > Documents > (PUBLIC R.O.W. VARIES) WEST TRINITY LANE /...

(PUBLIC R.O.W. VARIES) WEST TRINITY LANE /...

Date post: 10-Aug-2018
Category:
Upload: hoangliem
View: 213 times
Download: 0 times
Share this document with a friend
1
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 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S INV: 508.00 1" OAK 1" OAK S 10" TREE SUBJECT 1.00 AC.± 43731 SQ. FT. C1 S 63°34'25" W 333.26' (M) N 60°20'25" E 333.30' (R) N 11°25'00" W 266.98' (M) S 14°39'35" E 266.93' (R) C 2 S 71°22'06" E 285.92' (M) N 74°36'33" W 285.72' (R) 24" CPP 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 OHE OHE OHE 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 42.57' 12" 18" RCP 18" RCP 36" RCP 36" RCP 36" RCP 535 532 533 534 536 537 538 520 525 530 535 540 518 519 521 522 523 524 526 527 528 529 531 532 533 534 536 537 538 539 510 515 520 511 512 513 514 516 517 518 519 521 522 523 515 520 525 530 514 516 517 518 519 521 522 523 524 526 527 528 529 525 530 526 527 528 529 531 535 540 531 532 533 534 536 537 538 539 541 530 528 529 531 530 528 529 525 522 523 WEST TRINITY LANE / S.R. 65 / U.S. 431 (PUBLIC R.O.W. VARIES) MONTICELLO STREET (PUBLIC R.O.W.) 1/2" CIPF WAMBLE N: 683133.42 E: 1736081.40 1/2" CIPF WAMBLE 1/2" CIPF WAMBLE 1/2" CIPF WAMB N: 683281.74 E: 1736379.83 1/2" CIPF 1/2" CIPF VOLUNTEER 24" 24" 24" N 18°37'11" E 32.80' N 71°22'06" W 20.00' L3 L2 N 42°50'16" W 132.67' S 47°09'32" W 20.00' S 42°50'16" E 125.43' 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 DIRECTIO 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 DIRECTIO 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' CIVIL ENGINEERING SURVEYING LANDSCAPE ARCHITECT COLLABORATIVE DESIGN + CREATIVE SOLUTIONS 5123 Virginia Way, Ste. A-21, Brentwood, TN 37027 615.915.2620 www.4siteinc.biz PROJECT NO.: DRAWN BY: FIELD DATE: OFFICE DATE: CHECKED BY: PLOT DATE: SHEET REVISIONS: OF 500 WEST TRINITY LANE NASHVILLE, TENNESSEE 37207 - DAVIDSON COUNTY 2ND COUNCILMANIC DISTRICT - PREPARED FOR TRINITY PARTNERS, G.P. TAX MAP 71-05 PARCELS 32.00, 32.01, & 33.00 17-071 1 AGILLESPIE 03.31.2017 04.13.2017 TWALLS 4.13.2017 1 BOUNDARY + TOPOGRAPHIC SURVEY 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 ASPHALT DRIVEWAY ASPHALT DRIVEWAY 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 85.20' 41.89' A 77.91' 0.88' 42.87' 7.35' 7.35' 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 SEE NOTE #12 SEE NOTE #12 SEE NOTE #13 SEE NOTE #13 SCHOOL ZONE LIGHT
Transcript

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

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

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

.2

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

" E

2

8

5

.9

2

' (

M

)

N

7

4

°3

6

'3

3

" W

2

8

5

.7

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

5

19

5

2

1

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

2

5

5

2

2

5

2

3

W

E

S

T

T

R

IN

IT

Y

L

A

N

E

/ S

.R

. 6

5

/ U

.S

. 4

3

1

(P

U

B

L

IC

R

.O

.W

. V

A

R

IE

S

)

M

O

N

T

IC

E

L

L

O

S

T

R

E

E

T

(P

U

B

L

IC

R

.O

.W

.)

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

.8

0

'

N

7

1°2

2

'0

6

" W

2

0

.0

0

'

L

3

L2

N

4

2

°

5

0

'1

6

"

W

1

3

2

.6

7

'

S 47°09'32" W

20.00'

S

4

2

°

5

0

'1

6

"

E

1

2

5

.4

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'

CIV

IL E

NG

IN

EE

RIN

G S

UR

VE

YIN

G LA

ND

SC

AP

E A

RC

HIT

EC

TU

RE

CO

LL

AB

OR

AT

IV

E D

ES

IG

N + C

RE

AT

IV

E S

OL

UT

IO

NS

512

3 V

irgin

ia

W

ay, S

te

. A

-2

1, B

re

ntw

oo

d, T

N 3

70

27

615

.9

15

.2

62

0 w

ww

.4

site

in

c.b

iz

PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

OF

50

0 W

ES

T T

RIN

IT

Y L

AN

E

NA

SH

VIL

LE

, T

EN

NE

SS

EE

3

72

07

-

D

AV

ID

SO

N C

OU

NT

Y

2N

D C

OU

NC

IL

MA

NIC

D

IS

TR

IC

T -

P

RE

PA

RE

D F

OR

T

RIN

IT

Y P

AR

TN

ER

S, G

.P

.

TA

X M

AP

7

1-0

5 P

AR

CE

LS

3

2.0

0, 3

2.0

1, &

3

3.0

0

17-071

1

AGILLESPIE

03.31.2017

04.13.2017

TWALLS

4.13.2017

1

BO

UN

DA

RY

+

T

OP

OG

RA

PH

IC

S

UR

VE

Y

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

Recommended