PARKING: below. Call · 10' drainage easement easement extends to branch loss of access along...
1
X X X X X X X X X X OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 8''SS 8''SS 8''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 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 SIGN HOSPITAL R/W CMF R/W CMF 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" IPF NO ID 1/2" IPF NO ID R/W CMF SIGN HWY 70 1" OTP NO ID 1" OTP NO 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" OTP NO ID HIGHWAY 109 R/W VARIES IE=520.92 STOP SIGN SS MH TOP=522.20 IE=517.15 SS MH TOP=519.86 IE=512.31 R/W CMF STOP SIGN SS MH TOP=518.16 IE=512.11 SS MH TOP=517.32 IE=509.72 SS MH TOP=515.02 IE=505.27 R/W CMF 4'X6' BOX CULVERT POWELL GROVE ROAD R/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" OTP NO ID TBM 1 2 " IPS EL=522.05 SS MH TOP=522.83 IE=511.93 SW IE=511.78 OUT 1/2" IPF ID:CROCKETT N 12°52'41" W 41.55' (M) 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 DB 835, PG 1462 R/W TO TDOT IN DB 1025, PG 1748 2.005 AC 87335 SF 36.09' (M-R) N 80°44'07" W 296.32' (M) - 293.64' (R) S 19°30' E 419' (TOTAL R) GLYNN YOUNG DB 425, PG 864 LOT 2, PB 16, PG 498 BILLIE J MCDONALD DB 331, PG 214 PB 16, PG 498 R & H SALES & INV LLC DB 1212, PG 990 LOT 4, PB 16, PG 498 12''W 12''W 12''W 12''W 12''W AS PER MAPS 1/2" IPS 525 525 522 521 520 519 518 516 512 515 516 514 520 522 515 516 518 515 515 516 522 518 526 525 524 LEGEND POB POINT OF BEGINNING IRON PIN SET (IPS) CORNER FOUND, AS NOTED CONCRETE MONUMENT FOUND (CMF) BENCHMARK, AS NOTED FIRE HYDRANT WATER VALVE D Y 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 W SS WATER LINE, AS NOTED SANITARY SEWER, AS NOTED ST STORM SEWER PIPE, AS NOTED CLIENT Revision Date No. 1202 CROSSLAND AVE. CLARKSVILLE, TN 37040 PHONE 931-645-2524 FAX 931-645-2768 11/7/2018 10/29/2018 DRAWN BY: APPROVED BY: DATE: (FIELD) DATE: (OFFICE) KAB KAB 223-18 YHA PRO. # OWNER INFORMATION 0+5*#06 /'4#+;# ,#5*+$'0 $*#4#6$*#+ 2#6'. 4& %+8+. &+564+%6 6#: /#2 2#4%'. 4$ 2) .16 2) 2) CITY OF LEBANON WILSON COUNTY TENNESSEE TOPOGRAPHIC AND BOUNDARY SURVEY YOUNG - HOBBS AND ASSOCIATES DAVID N. YOUNG DAVE R. HOBBS KENNETH A. BAU RLS 2019 [email protected] 1 2 3 3 4 5 PRELIMINARY - NOT FOR RECORDING OR TRANSFER NISHANT MERAIYA 625 RIDGECREST LANE LEBANON, TN 37087 VICINITY MAP NOT TO SCALE BASIS OF BEARINGS TN STATE PLANE COORDINATE SYSTEM NAD 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 LINE INTERSECTION OF POWELL GROVE ROAD AND HIGHWAY 109; THENCE WITH SAID RIGHT OF WAY LINE OF HIGHWAY 109 N 21°50'45" W A DISTANCE OF 168.19 FEET TO A CONCRETE MONUMENT FOUND; THENCE N 11°35'31" W A DISTANCE OF 90.87 FEET TO A 1/2" IRON PIN FOUND; THENCE LEAVING SAID RIGHT OF WAY LINE WITH THE YOUNG PROPERTY, RECORDED IN DEED BOOK 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 OF 133.83 FEET TO A 1" OPEN TOP PIPE FOUND; THENCE WITH THE R & H SALES & INV LLC PROPERTY, RECORDED IN DEED BOOK 1212, PAGE 990 S 17°30'52" E A DISTANCE OF 253.55 FEET TO A CONCRETE MONUMENT IN THE NORTH RIGHT OF WAY LINE OF SAID POWELL GROVE ROAD; THENCE WITH SAID NORTH RIGHT OF WAY LINE N 80°44'07" W A DISTANCE OF 296.32 FEET TO THE POINT OF BEGINNING, HAVING AN AREA OF 87,335 SQUARE FEET, 2.005 ACRES, MORE OR LESS. PARKING: THERE ARE NO PARKING SPACES DELINEATED ONSITE. SURVEY NOTES: INFORMATION REGARDING THE PRESENCE, SIZE AND LOCATION OF UNDERGROUND UTILITIES IS SHOWN HEREON. THIS INFORMATION HAS BEEN SHOWN BASED ON THE LOCATION OF ABOVE GROUND APPURTENANCES, AVAILABLE DESIGN PLANS, AND FLAGS AND PAINT PLACED BY THE UNDERGROUND PROTECTION SERVICE. NO CERTIFICATION IS MADE AS TO THE ACCURACY OF THOROUGHNESS OF THE INFORMATION CONCERNING UNDERGROUND UTILITIES AND STRUCTURES SHOWN HEREON. (TN ONE CALL SYSTEM, INC. 1-800-351-111 OR 811). NO PRIVATE UTILITY LOCATE WAS PERFORMED ON THIS SITE AT THE TIME OF THIS SURVEY. CONTACT PROPER AUTHORITIES BEFORE BUILDING NEAR UTILITY LINES, FOR EASEMENT WIDTH AND RESTRICTIONS. UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE PERSON OR ENTITIES NAMED HEREON. NO EXPRESS OR IMPLIED WARRANTIES WITH RESPECT TO THE INFORMATION SHOWN HEREON IS TO BE EXTENDED TO ANY PERSONS OR ENTITIES OTHER THAN THOSE SHOWN HEREON. THE SURVEY SHOWN HEREON WAS MADE IN ACCORDANCE WITH CHAPTER 0820-3, STANDARDS OF PRACTICE AS ADOPTED BY THE TENNESSEE STATE BOARD OF EXAMINERS FOR LAND SURVEYORS. CONTOURS WERE DERIVED FROM RANDOM SHOTS AND CROSS SECTIONS AND ARE SHOWN AT ONE FOOT INTERVALS. ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS TOGETHER WITH AN OPUS SOLUTION, DATED 10/292018 (NAVD88, GEOID12B). THIS PROPERTY IS LOCATED WITHIN AN AREA HAVING ZONE DESIGNATIONS OF "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, ON FLOOD INSURANCE RATE MAP NO. 47189C0156D, WITH AN MAP REVISED DATE OF FEBRUARY 20, 2008, IN WILSON COUNTY , STATE OF TENNESSEE, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PROPERTY IS SITUATED.” I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE USING THE RECORDED INFORMATION SHOWN, AND THAT THIS SURVEY IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I HEREBY CERTIFY THAT THIS IS A CATEGORY 1 SURVEY AND THAT THE RATIO OF PRECISION OF THE UNADJUSTED TRAVERSE IS BETTER THAN 1:10,000 AS SHOWN HEREON. 0 30 60 90 SITE US 70 LEBANON RD HWY 109 QUARRY LOOP RD POWELL GROVE RD
Transcript of PARKING: below. Call · 10' drainage easement easement extends to branch loss of access along...
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OH
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OH
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OHWOHW
OHWOHW
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OHWOHW
OHWOHW
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SIGN
SIGNHOSPITAL
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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
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~
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
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R/W
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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
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IN D
B 835, P
G 1462
R/W TO TDOTIN DB 1025, PG 1748
2.005 AC87335 SF
36.09' (M-R
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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
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515
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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
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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$*#+
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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
1
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