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Page 1: PARKING: below. Call · 10' drainage easement easement extends to branch loss of access along highway 109 db 835, pg 1462 ie≈514.0 ie≈514.35 ie=514.40 ie=515.14 r/w to tdot in

X

X

X

X

X

X

X

XX

X

OH

W

OH

W

OHWOHW

OHWOHW

OHW

OHWOHW

OHWOHW

OHWOHW

OHWOHW

OHW

OH

WO

HW

8''SS

8''SS

8''SS

18''S

S18

''SS

18''S

S18

''SS

18''S

S18

''SS

18''S

S

18''SS

18''SS

18''SS

12''W

12''W

12''W

18''SS 18''SS

18''SS

18''SS

4''ST

~

18''SS

SIGN

SIGNHOSPITAL

R/W CMF

R/W

CM

F

N 73°23'11" E 270.50' (M)

N 72°00' E 271.13 (R)

S 16°24'13" E 133.83' (M)

S 19°30' E 135' (R)

S 17°30'52" E 253.55' (M)

N 21°50'45" W 168.19' (M

)

N 21°50'47" W 168.33' (R)

N 11°35'31" W

90.87' (M)

N 11°39'13" W

91.86' (R)

1/2" IPFNO ID

1/2" IPFNO ID

R/W CMF

SIGNHWY 70

1" OTPNO ID

1" OTPNO ID

8''SS

~

R/W CMF

R/W CMF

S 11°42'42" E 134.26' (M)

S 16°32'17" E 135.18' (M)

S 19°30' E 134' (R)

1" OTPNO ID

HIG

HW

AY

109

R/W

VA

RIE

S

IE=520.92

STOPSIGN

SS MHTOP=522.20IE=517.15

SS MHTOP=519.86IE=512.31 R/W CMF

STOPSIGN

SS MHTOP=518.16IE=512.11

SS MHTOP=517.32IE=509.72

SS MHTOP=515.02IE=505.27

R/W CMF

4'X6' BOXCULVERT

POWELL GROVE ROADR/W VARIES

N 79°19'56" W 160.11' (M)

N 83°05'20" W 277.11' (M)N 83°30' W 277' (R)

1" OTPNO ID

TBM 12" IPSEL=522.05

SS MHTOP=522.83IE=511.93 SWIE=511.78 OUT

1/2" IPFID:CROCKETT

N 12°52'41" W

41.55' (M)

10' DRAINAGEEASEMENT

EASEMENTEXTENDS TOBRANCH

LOSS OF ACCESSALONG HIGHWAY 109DB 835, PG 1462

IE≈514.0

IE≈514.35

IE=514.40

IE=515.14

R/W

TO TD

OT

IN D

B 835, P

G 1462

R/W TO TDOTIN DB 1025, PG 1748

2.005 AC87335 SF

36.09' (M-R

)

N 80°44'07" W 296.32' (M) - 293.64' (R)S 19°30' E 419' (TO

TAL R)

GLYNN YOUNGDB 425, PG 864

LOT 2, PB 16, PG 498

BILLIE J MCDONALDDB 331, PG 214PB 16, PG 498

R & H SALES & INV LLCDB 1212, PG 990

LOT 4, PB 16, PG 498

12''W12''W

12''W12''W

12''W

AS PER MAPS

1/2" IPS

525

525

522

521

520

519

518

516

512

515

516

514

520

522

515

516

518

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516

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524

LEGENDPOB POINT OF BEGINNING

IRON PIN SET (IPS) CORNER FOUND, AS NOTED CONCRETE MONUMENT FOUND (CMF) BENCHMARK, AS NOTED FIRE HYDRANT WATER VALVE

DY

H

UTILITY POLE GUY WIRE UTILITY POST SIGN, AS NOTED FOC PULL BOX SEWER MANHOLE PROPERTY LINE EASEMENT LINE

OHW OVERHEAD WIRE LIMITED ACCESS LINE

X FENCE LINE

WSS

WATER LINE, AS NOTED SANITARY SEWER, AS NOTED

ST STORM SEWER PIPE, AS NOTED

CLIENT

Rev

isio

nD

ate

No.

1202 CROSSLAND AVE.CLARKSVILLE, TN 37040PHONE 931-645-2524 FAX 931-645-2768

11/7/2018

10/29/2018

DRAWN BY:

APPROVED BY:

DATE: (FIELD)

DATE: (OFFICE)

KAB

KAB

223-18YHA PRO. #

OWNERINFORMATION

0+5*#06�/'4#+;#�,#5*+$'0�$*#4#6$*#+

2#6'.

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CITY OF LEBANONWILSON COUNTY

TENNESSEE

TOPOGRAPHICAND

BOUNDARYSURVEY

YOUNG - HOBBSAND

ASSOCIATES

DAVID N. YOUNGDAVE R. HOBBS

KENNETH A. BAU RLS [email protected]

123345

PRELIMINARY -NOT FOR

RECORDING ORTRANSFER

NISHANT MERAIYA625 RIDGECREST LANE

LEBANON, TN 37087

VICINITY MAP NOT TO SCALE

BASIS OF BEARINGSTN STATE PLANE

COORDINATE SYSTEMNAD 83

SCALE 1" = 30'

Know what's below. Call before you dig.

LAND DESCRIPTION:

BEING LOCATED IN THE 3RD CIVIL DISTRICT OF WILSON , TENNESSEE,MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2" IRON PIN SET AT THE RIGHT OF WAY LINEINTERSECTION OF POWELL GROVE ROAD AND HIGHWAY 109; THENCE WITHSAID RIGHT OF WAY LINE OF HIGHWAY 109 N 21°50'45" W A DISTANCE OF168.19 FEET TO A CONCRETE MONUMENT FOUND; THENCE N 11°35'31" W ADISTANCE OF 90.87 FEET TO A 1/2" IRON PIN FOUND; THENCE LEAVING SAIDRIGHT OF WAY LINE WITH THE YOUNG PROPERTY, RECORDED IN DEEDBOOK 425, PAGE 864 N 73°23'11" E A DISTANCE OF 270.50 FEET TO A 1"OPEN TOP PIPE FOUND; THENCE WITH THE MCDONALD PROPERTY,RECORDED IN DEED BOOK 331, PAGE 214 S 16°24'13" E A DISTANCE OF133.83 FEET TO A 1" OPEN TOP PIPE FOUND; THENCE WITH THE R & HSALES & INV LLC PROPERTY, RECORDED IN DEED BOOK 1212, PAGE 990 S17°30'52" E A DISTANCE OF 253.55 FEET TO A CONCRETE MONUMENT INTHE NORTH RIGHT OF WAY LINE OF SAID POWELL GROVE ROAD; THENCEWITH SAID NORTH RIGHT OF WAY LINE N 80°44'07" W A DISTANCE OF 296.32FEET TO THE POINT OF BEGINNING, HAVING AN AREA OF 87,335 SQUAREFEET, 2.005 ACRES, MORE OR LESS.

PARKING:THERE ARE NO PARKING SPACESDELINEATED ONSITE.

SURVEY NOTES:INFORMATION REGARDING THE PRESENCE, SIZE AND LOCATIONOF UNDERGROUND UTILITIES IS SHOWN HEREON. THISINFORMATION HAS BEEN SHOWN BASED ON THE LOCATION OFABOVE GROUND APPURTENANCES, AVAILABLE DESIGN PLANS,AND FLAGS AND PAINT PLACED BY THE UNDERGROUNDPROTECTION SERVICE. NO CERTIFICATION IS MADE AS TO THEACCURACY OF THOROUGHNESS OF THE INFORMATIONCONCERNING UNDERGROUND UTILITIES AND STRUCTURESSHOWN HEREON. (TN ONE CALL SYSTEM, INC. 1-800-351-111 OR811).

NO PRIVATE UTILITY LOCATE WAS PERFORMED ON THIS SITE ATTHE TIME OF THIS SURVEY.

CONTACT PROPER AUTHORITIES BEFORE BUILDING NEAR UTILITYLINES, FOR EASEMENT WIDTH AND RESTRICTIONS. UTILITIES AREAPPROXIMATE AND SHOULD BE VERIFIED PRIOR TO ANYCONSTRUCTION.

THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OFTHE PERSON OR ENTITIES NAMED HEREON. NO EXPRESS ORIMPLIED WARRANTIES WITH RESPECT TO THE INFORMATIONSHOWN HEREON IS TO BE EXTENDED TO ANY PERSONS ORENTITIES OTHER THAN THOSE SHOWN HEREON.

THE SURVEY SHOWN HEREON WAS MADE IN ACCORDANCE WITHCHAPTER 0820-3, STANDARDS OF PRACTICE AS ADOPTED BY THETENNESSEE STATE BOARD OF EXAMINERS FOR LANDSURVEYORS.

CONTOURS WERE DERIVED FROM RANDOM SHOTS AND CROSSSECTIONS AND ARE SHOWN AT ONE FOOT INTERVALS.ELEVATIONS SHOWN HEREON ARE BASED ON GPSOBSERVATIONS TOGETHER WITH AN OPUS SOLUTION, DATED10/292018 (NAVD88, GEOID12B).

THIS PROPERTY IS LOCATED WITHIN AN AREA HAVING ZONEDESIGNATIONS OF "X" BY THE FEDERAL EMERGENCYMANAGEMENT AGENCY, ON FLOOD INSURANCE RATE MAPNO. 47189C0156D, WITH AN MAP REVISED DATE OFFEBRUARY 20, 2008, IN WILSON COUNTY , STATE OFTENNESSEE, WHICH IS THE CURRENT FLOOD INSURANCE RATEMAP FOR THE COMMUNITY IN WHICH SAID PROPERTY ISSITUATED.”

I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE USINGTHE RECORDED INFORMATION SHOWN, AND THAT THIS SURVEYIS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. IHEREBY CERTIFY THAT THIS IS A CATEGORY 1 SURVEY AND THATTHE RATIO OF PRECISION OF THE UNADJUSTED TRAVERSE ISBETTER THAN 1:10,000 AS SHOWN HEREON.

0 30 60 90

SITE

US 70LEBANON RD

HW

Y 109

QUARRY LOOP RD

POWELL GROVE RD

527.18
527.45
526.89
527.03
526.72
525.24
525.43
523.18
522.98
523.50
523.58
523.46
523.94
524.51
524.96
525.11
525.20
527.10
526.97
526.68
526.71
526.18
526.14
525.80
525.82
525.55
525.41
525.12
525.32
524.94
524.71
524.09
524.41
523.96
523.64
523.32
523.57
523.60
523.31
524.00
524.38
523.69
524.00
523.87
524.41
524.64
524.58
524.24
524.25
524.21
524.19
524.23
524.32
524.55
525.06
525.19
525.57
525.49
524.82
524.70
524.68
524.64
524.53
524.45
524.78
524.92
525.00
525.02
524.76
525.02
525.01
525.27
525.37
525.47
525.83
525.96
525.50
525.16
524.99
524.99
525.06
525.04
524.76
524.59
524.62
524.88
524.47
524.11
524.07
524.77
521.28
521.83
522.21
520.61
520.83
520.93
521.22
521.82
521.85
521.96
521.99
521.93
521.83
521.16
524.35
523.90
523.81
523.70
522.08
523.51
519.46
519.49
517.59
515.67
516.12
513.76
515.67
515.48
515.15
514.82
515.26
515.99
516.11
516.14
516.31
522.79
521.64
526.39
525.93
516.15
516.81
516.72
515.25
515.08
515.67
515.82
515.96
515.73
516.16
511.26
515.18
515.64
514.37
514.35
510.23
510.43
520.72
510.02
514.11
514.26
514.40
514.61
515.27
514.68
514.52
515.02
515.39
515.46
520.74
522.32
520.69
521.97
516.11
515.81
516.54
521.21
517.87
519.22
519.15
521.10
520.02
520.33
519.98
522.26
-2.54
522.12
518.83
515.34
515.04
513.53
521.61
521.58
521.53
522.18
521.61
521.10
520.42
514.91
514.45
514.74
519.47
521.24
521.73
522.30
522.30
522.46
522.63
521.74
521.55
521.94
522.38
522.31
522.14
522.09
521.48
520.22
515.29
514.66
519.72
521.03
521.47
521.70
521.71
522.29
522.32
520.71
520.60
521.14
522.27
522.32
522.00
520.70
520.06
519.62
518.29
516.06
514.91
515.26
516.69
518.57
519.71
520.69
521.07
521.48
521.70
521.63
519.51
520.00
520.19
520.32
519.96
516.06
518.66
525.06
523.70
523.72
523.24
523.90
516.62
516.93
516.51
516.46
516.43
516.24
516.07
516.31
515.78
515.89
515.88
516.33
516.58
516.25
516.41
516.11
516.06
515.09
515.88
516.02
515.75
515.90
522.22
516.49
516.04
515.46
515.10
514.29
515.50
515.83
518.94
519.66
519.92
519.40
519.57
519.25
518.29
516.12
515.75
515.39
516.40
518.09
518.70
511.13
511.17
514.64
515.79
511.80
512.63
513.18
513.19
513.00
513.38
513.19
513.25
514.89
514.78
514.84
512.83
514.74
512.22
514.93
514.60
511.17
511.66
514.94
511.30
514.86
515.73
518.81
-2.54
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