ITEM 32 FINAL PLAT REVIEW FOR MCDANIEL ESTATES, …

ITEM 32

FINAL PLAT REVIEW FOR MCDANIEL ESTATES, SECTION 4, CONTAINING 48 LOTS ON 23.82 ACRES LOCATED OFF MCDANIEL ROAD IN THE 11TH VOTING DISTRICT (1-2021-405) Attachment 32-1 Final Plat 32-2 Aerial Photograph 32-3 Letter from County’s Wastewater Consultant 32-4 Letter from County’s Traffic Consultant Area 23.82 acres Lots 48 Zoning Rural Development-1 (RD-1) Water Milcrofton Utility District Sewer Nontraditional Wastewater Treatment and Disposal System Development Option Conservation Subdivision Chapter 1101 Status Rural File Number (1-2021-405) A Preliminary Plat for this Section of the development was approved at the March 2020 meeting. The applicant is now requesting Final Plat approval for the fourth Section of the development, which consists of forty-eight (48) lots and approximately eight (8) acres of Open Space. All off-site improvements as specified in the Traffic Impact Analysis review letter from the County’s traffic consultant (See Attachment 32-4) have been completed to the satisfaction of the County Highway Superintendent. Staff recommends approval of the Final Plat with the following conditions:

1. Establishment of a performance bond for roads, drainage and erosion control in the amount of $693,000;

2. Establishment of a performance bond for water improvements in favor of Milcrofton Utility District in the amount of $167,876;

3. Establishment of a maintenance bond for water improvements in favor of Milcrofton Utility District in the amount of $25,181.40;

4. Establishment of a performance bond for the wastewater collection system in the

amount of $202,800;

5. Establishment of a performance bond for landscaping improvements in the amount of $17,325;

Reviewer: AVH Date: 04-08-2021

6. Execution of performance agreements for the above referenced sureties;

7. The approved HOA documents must be recorded concurrently with the recording

of the Final Plat;

8. Execution of a Stormwater Maintenance Agreement and submission of an Operation and Maintenance Plan for stormwater improvements; and

9. Submission of the approved Final Plat in .dwg format on recordable media based on the Tennessee State Plane Coordinate System prior to signature and recording of the plat.

WW

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WW

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IRON PIN FOUNDIRON PIN SET

FENCE POST FOUNDFENCE POST SETCONC. MON. FOUND

CONC. MON. SETCONTROL POINT FOUNDCONTROL POINT SET

BENCH MARKWATER METERWATER VALVE

FIRE HYDRANTSANITARY SEWER MHSANITARY SEWER CO

AREA DRAINCURB INLETSTORM MH

ELECTRIC METER-BOXELECTRIC MHLIGHT POLE

UTILITY POLEGUY ANCHORCOMMUNICATION BOX

COMMUNICATION MHGAS METERGAS VALVE

EVERGREEN TREEDECIDUOUS TREEHANDICAP PARKING

SIGNTURN LANE MARKINGMAIL BOX

SANITARY SEWERWATERUNDERGROUND ELEC

OVERHEAD ELECGAS

COMMUNICATIONSBOUNDARYCENTERLINE

FENCEWATER FEATURE

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2275

SubdivisionFinal

APPVD. BY:DRAWN BY:

SHEET No.

SCALE: 1" = 400'PROJ. No.DATE

21 OF

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IF YOU CAN READ THISYOU ARE HOLDING AN

UNRECORDED COPY OF THE PLAT

0'

GRAPHIC SCALE

400' 400' 800'

6266

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Plat

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McDANIEL ROAD

SEC.

HARPETH RIVER

HARPETH RIVERI-840

301

TYPICAL LOT LAYOUT

FRONTFRONT

302

STR

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I hereby certify that this is a Category IV survey and was conducted inaccordance with rule 0820-03.11 (Global Position Systems Surveys)according to the current Tennessee Minimum Standards of Practice aspromulgated by the Tennessee State Board of Examiners for LandSurveyors. This survey was conducted with dual-frequency RTK GPSequipment based on the TDOT CORPS network.

a. Positional accuracy: 0.08'b. Date of survey: 04/04/2018c. Datum/Epoch: Tennessee State Plane (NAD83). Occupations for

control points are 3 minutes each, side shots are 3 seconds.d. Geoid 3 Zone 7 Revisede. No combined grid factors were used.

Joey C. Wilson DateTN RLS # 2089

CERTIFICATE OF ACCURACY:

SHEET 2

4

SECTION 1SECTION 2

SECTION 3

BK P 69, PG 136R.O.W.C.

BK P 71, PG 77R.O.W.C.

BK P75, PG36R.O.W.C.

SECTION 4

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403

405

402

404

435

436

8''SA8''SA

8''SA

8''SA

8''SA

8''SA

8''SA

8''SA

8''SA8''SA

8''SA

8''SA

8''SA

8''SA

8''SA

8''SA8''SA

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8"W

8"W8"W

8"W8"W

FM

FM

FM

(*)

(*)

(*)

(*)

(*)

301

302

303

304

305

306

307

308

309

310

311

320

321

322

323

324

325

8''W

8''W

8''W

BA

LCO

LM C

OU

RT

40'ROW

BA

LCO

LM C

OU

RT

BA

LCO

LM C

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RT

40'ROW

SECTION 1 BOUNDARY

SECTIO

N 3 BO

UN

DAR

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ROW

40'ROW

F U T U R E

D E V E L O P M E N T

406

40'

RO

W

40'ROW

15'MUDEE

20'PUDE

20'

PUD

E

15'

MU

DEE 15'MUDEE

20'PUDE

15'

MUDEE

20'

PUDE

10'

STO

RM

ESM

T.

10'

STO

RMES

MT.

15'LANDSCAPEBUFFER

413

414

428

412

429

430

431

432

433

434

407408

411

410

409

448

440

447

439

446

438

445

437

444

OPEN SPACE& PUDE

443

427

OPEN SPACE& PUDE

442

416

401

441

415

417

418

419

420

421

422

423

424

425

426

OPEN SPACE& PUDE

OPEN SPACE& PUDE

7225

7245

*

7233

7241

7229

7237

7280

7276

76057609

7608

7612

7613

7257

7308

7604

7304

7300

7296

7292

72887284

7253

*

7228

7260

7232

7264

7236

7268

7240

7272

7244

7248

7312

7252

7265

7256

7261

7269

7277

72817285

7293

7297

7301

7305

7309

7313

LUD

LOW

DR

IVE

BUSSING PASS

LUD

LOW

DR

IVE

7601*

7600* Curve Table

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

Length

87.19'

91.07'

91.07'

91.07'

75.54'

63.06'

71.52'

71.52'

71.52'

71.52'

71.52'

71.52'

71.52'

71.52'

65.80'

96.50'

7.40'

Radius

680.00'

680.00'

680.00'

680.00'

680.00'

720.00'

720.00'

720.00'

720.00'

720.00'

720.00'

720.00'

720.00'

720.00'

720.00'

280.00'

320.00'

Delta

7° 20' 47"

7° 40' 25"

7° 40' 25"

7° 40' 25"

6° 21' 55"

5° 01' 06"

5° 41' 30"

5° 41' 30"

5° 41' 30"

5° 41' 30"

5° 41' 30"

5° 41' 30"

5° 41' 30"

5° 41' 30"

5° 14' 10"

19° 44' 48"

1° 19' 30"

Chord Direction

N9° 12' 26"W

N1° 41' 50"W

N5° 58' 35"E

N13° 39' 00"E

N20° 40' 10"E

N21° 20' 34"E

N15° 59' 16"E

N10° 17' 46"E

N4° 36' 16"E

N1° 05' 14"W

N6° 46' 43"W

N12° 28' 13"W

N18° 09' 43"W

N23° 51' 13"W

N29° 19' 03"W

N22° 03' 44"W

S12° 51' 05"E

Chord Length

87.13'

91.00'

91.00'

91.00'

75.51'

63.04'

71.49'

71.49'

71.49'

71.49'

71.49'

71.49'

71.49'

71.49'

65.78'

96.02'

7.40'

Curve Table

Curve #

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

Length

67.61'

35.28'

12.14'

91.07'

91.07'

91.07'

91.07'

91.07'

91.07'

91.07'

12.45'

89.15'

37.76'

39.77'

26.58'

50.55'

42.44'

Radius

320.00'

320.00'

680.00'

680.00'

680.00'

680.00'

680.00'

680.00'

680.00'

680.00'

680.00'

720.00'

25.00'

50.00'

50.00'

50.00'

50.00'

Delta

12° 06' 17"

6° 19' 01"

1° 01' 24"

7° 40' 25"

7° 40' 25"

7° 40' 25"

7° 40' 25"

7° 40' 25"

7° 40' 25"

7° 40' 25"

1° 02' 58"

7° 05' 40"

86° 32' 13"

45° 34' 23"

30° 27' 16"

57° 55' 21"

48° 37' 53"

Chord Direction

N19° 33' 59"W

N28° 46' 38"W

N31° 25' 26"W

N27° 04' 32"W

N19° 24' 07"W

N11° 43' 42"W

N4° 03' 18"W

N3° 37' 07"E

N11° 17' 32"E

N18° 57' 57"E

N23° 19' 38"E

S20° 18' 17"W

S60° 01' 33"W

N53° 55' 08"W

N46° 21' 35"W

S89° 27' 06"W

S36° 10' 29"W

Chord Length

67.48'

35.26'

12.14'

91.00'

91.00'

91.00'

91.00'

91.00'

91.00'

91.00'

12.45'

89.10'

34.27'

38.73'

26.26'

48.42'

41.18'

Curve Table

Curve #

C35

C36

C37

C38

C39

C40

C41

C42

C43

Length

42.44'

47.85'

26.77'

39.77'

37.76'

105.60'

71.52'

71.52'

36.76'

Radius

50.00'

50.00'

50.00'

50.00'

25.00'

720.00'

720.00'

720.00'

720.00'

Delta

48° 37' 53"

54° 49' 51"

30° 40' 30"

45° 34' 23"

86° 32' 13"

8° 24' 13"

5° 41' 30"

5° 41' 30"

2° 55' 30"

Chord Direction

S12° 27' 24"E

S64° 11' 17"E

N73° 03' 32"E

N80° 30' 29"E

S33° 26' 13"E

S5° 37' 47"W

S1° 25' 04"E

S7° 06' 34"E

S11° 25' 04"E

Chord Length

41.18'

46.04'

26.45'

38.73'

34.27'

105.51'

71.49'

71.49'

36.75'

Parcel Area Table

Parcel #

401

402

403

404

405

406

407

408

409

410

411

412

413

414

415

416

417

418

419

420

421

422

423

424

Area (SF)

11250.00'

11250.00'

11527.25'

11784.23'

12021.85'

15296.09'

11708.19'

15547.53'

14806.28'

16043.60'

17305.75'

12281.15'

16993.59'

11469.69'

11376.65'

12202.80'

12195.40'

12195.40'

12195.40'

12195.40'

12202.80'

12210.20'

11373.43'

11250.00'

Area (AC)

0.258

0.258

0.265

0.271

0.276

0.351

0.269

0.357

0.340

0.368

0.397

0.282

0.390

0.263

0.261

0.280

0.280

0.280

0.280

0.280

0.280

0.280

0.261

0.258

Parcel Area Table

Parcel #

425

426

427

428

429

430

431

432

433

434

435

436

437

438

439

440

441

442

443

444

445

446

447

448

Area (SF)

11835.68'

12344.41'

13709.56'

11250.00'

11250.00'

11739.31'

11784.23'

11784.23'

11784.23'

11784.23'

11784.23'

11784.23'

11784.23'

11784.23'

11718.36'

11250.00'

11250.00'

12103.16'

12164.37'

12204.30'

12202.80'

12240.28'

11358.68'

11286.23'

Area (AC)

0.272

0.283

0.315

0.258

0.258

0.269

0.271

0.271

0.271

0.271

0.271

0.271

0.271

0.271

0.269

0.258

0.258

0.278

0.279

0.280

0.280

0.281

0.261

0.259

Parcel Line Table

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

Length

40.00'

150.00'

75.00'

150.97'

75.01'

75.00'

151.93'

75.01'

3.20'

150.00'

71.01'

149.79'

70.94'

150.04'

70.94'

150.04'

70.29'

12.79'

150.00'

72.25'

75.00'

150.00'

75.00'

75.00'

150.00'

Direction

N76°39'34"E

N77°07'11"E

N12°52'49"W

N77°07'11"E

N12°08'32"W

N12°52'49"W

N77°07'11"E

N12°08'32"W

N12°52'49"W

N84°27'58"E

N10°55'42"W

S87°51'37"E

N1°51'56"W

S80°11'13"E

N6°10'44"E

S72°16'21"E

N13°36'56"E

N23°51'07"E

S66°08'53"E

N21°10'16"E

N23°51'07"E

S66°08'53"E

N23°51'07"E

N23°51'07"E

S66°08'53"E

Parcel Line Table

Line #

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

Length

75.00'

8.87'

150.00'

85.04'

150.00'

86.39'

150.00'

86.39'

150.00'

86.39'

150.00'

86.39'

150.00'

86.39'

150.00'

86.39'

150.00'

86.39'

150.00'

86.39'

6.00'

150.00'

85.48'

75.00'

150.00'

Direction

N23°51'07"E

N23°51'07"E

S71°09'59"E

N21°36'16"E

S76°51'29"E

N15°59'16"E

S82°32'59"E

N10°17'46"E

S88°14'29"E

S4°36'16"W

N86°04'01"E

S1°05'14"E

N80°22'32"E

S6°46'43"E

N74°41'02"E

S12°28'13"E

N68°59'32"E

S18°09'43"E

N63°18'02"E

S23°51'13"E

N31°56'08"W

N58°03'52"E

S29°30'05"E

N31°56'08"W

N58°03'52"E

Parcel Line Table

Line #

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

Length

75.00'

75.00'

150.00'

75.00'

19.86'

150.00'

64.24'

27.88'

46.90'

71.55'

71.55'

71.95'

225.00'

78.49'

83.16'

83.16'

93.17'

129.20'

40.00'

150.00'

99.11'

150.00'

87.62'

150.00'

35.86'

Direction

S31°56'08"E

N31°56'08"W

N58°03'52"E

S31°56'08"E

N31°56'08"W

S77°48'40"W

S25°06'03"E

S49°46'16"W

N40°13'44"W

N33°43'05"W

N27°12'26"W

N20°43'34"W

N18°11'45"W

N18°36'40"W

N21°59'35"W

N26°01'44"W

N29°43'56"W

N74°31'58"E

S77°48'40"W

S76°29'10"W

N19°33'59"W

S64°22'53"W

N30°04'09"W

S58°03'52"W

N31°56'08"W

Parcel Line Table

Line #

L76

L77

L78

L79

L80

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

Length

75.00'

150.00'

75.00'

74.46'

150.00'

65.00'

70.93'

150.00'

70.94'

149.79'

70.96'

149.79'

70.96'

149.79'

70.96'

149.79'

70.96'

149.79'

70.94'

150.00'

74.45'

150.00'

64.74'

75.15'

33.40'

Direction

N31°56'08"W

S58°03'52"W

N31°56'08"W

N31°52'14"W

S59°05'16"W

N31°56'08"W

N27°04'32"W

S66°45'41"W

N19°34'14"W

S74°26'05"W

N11°43'42"W

S82°06'30"W

N4°03'18"W

S89°46'55"W

N3°37'07"E

N82°32'40"W

N11°17'32"E

N74°52'16"W

N19°08'03"E

N67°11'51"W

N23°47'01"E

N66°08'53"W

N23°51'07"E

N28°42'49"E

N66°19'13"W

Parcel Line Table

Line #

L101

L102

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112

L113

L114

L115

L116

L117

L118

L119

L120

L121

L122

L123

L124

L125

Length

122.97'

75.00'

31.92'

79.17'

166.05'

16.63'

151.30'

40.91'

1.91'

78.07'

98.27'

149.98'

82.39'

96.01'

135.44'

97.59'

69.23'

150.43'

67.14'

86.72'

4.18'

150.10'

43.57'

30.48'

5.21'

Direction

N66°02'38"W

S23°51'07"W

S23°51'07"W

N76°42'20"W

N13°17'40"E

N76°42'20"W

N13°17'40"E

S66°19'13"E

S72°42'44"E

S66°26'03"E

N60°29'26"E

N29°30'34"W

N60°29'26"E

N6°44'43"E

N78°08'28"W

N6°44'43"E

N27°53'50"W

S53°13'39"W

N35°58'00"W

N75°11'30"W

S84°02'10"W

S13°17'40"W

S84°02'10"W

S84°02'10"W

S88°34'19"E

Parcel Line Table

Line #

L126

L127

L128

L129

L130

L131

L132

L133

L134

L135

L136

L137

L138

L139

L140

L141

L142

L143

L144

L145

L146

L147

L148

L149

Length

152.93'

16.44'

79.35'

120.97'

83.05'

150.00'

86.39'

150.00'

80.86'

150.00'

36.46'

75.00'

150.00'

75.00'

75.00'

42.06'

34.67'

122.20'

370.29'

630.38'

444.22'

356.61'

150.00'

32.94'

Direction

S13°17'40"W

S76°42'20"E

S76°42'20"E

N88°34'19"W

N5°57'50"W

S85°44'11"W

N7°06'34"W

S80°02'41"W

N12°04'37"W

S77°07'11"W

S12°52'49"E

N12°52'49"W

S77°07'11"W

S12°52'49"E

N12°52'49"W

S12°52'49"E

N83°35'26"W

S6°24'34"W

S8°45'34"W

S6°43'49"W

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IF YOU CAN READ THISYOU ARE HOLDING AN

UNRECORDED COPY OF THE PLAT

0'

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I hereby certify that this is a Category IV survey andwas conducted in accordance with rule 0820-03.11(Global Position Systems Surveys) according to thecurrent Tennessee Minimum Standards of Practice aspromulgated by the Tennessee State Board ofExaminers for Land Surveyors. This survey wasconducted with dual-frequency RTK GPS equipmentbased on the TDOT CORPS network.

a. Positional accuracy: 0.08'b. Date of survey: 04/04/2018c. Datum/Epoch: Tennessee State Plane (NAD83).

Occupations for control points are 3 minutes each,side shots are 3 seconds.

d. Geoid 3 Zone 7 Revisede. No combined grid factors were used.

Joey C. Wilson II DateTN RLS # 2089

CERTIFICATE OF ACCURACY:

840

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McDANIEL ROAD

HARPETH RIVER

HARPETH RIVERI-840

SEC.4

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ITEM 33

FINAL PLAT REVIEW FOR NELSON CREEK RE-APPROVAL, LARGE LOT EASEMENT SUBDIVISION, CONTAINING 5 LOTS ON 26.49 ACRES LOCATED OFF CROCKETT LANE IN THE 5TH VOTING DISTRICT (1-2020-433) Attachment 33-1 Final Plat 33-2 Aerial Photograph Area 26.49 acres Lots 5 Zoning Rural Development-5 (RD-5) Water Nolensville/College Grove Utility District Sewer Individual Septic Systems Development Option Large Lot Easement Chapter 1101 Status Rural Map and Parcel 137---02104 File Number (1-2020-433) As you may recall, this plat was approved at the December 2020 meeting. The plat expired before it was recorded and the applicant is now requesting re-approval. The subject property is approximately twenty-six (26) acres in size and is located off Crockett Lane, approximately 350 feet east of Nolensville Road. The applicant is requesting approval of a Large Lot Easement Subdivision in order to create five (5) lots off a new fifty-foot (50’) ingress/egress/utilities easement. Staff recommends re-approval of the Final Plat with the following conditions:

1. Establishment of Performance Bonds for water improvements in favor of Nolensville/College Grove Utility District in the amount of $170,000 for site work and $100,000 for Horton Highway crossing;

2. A Notice of Coverage issued by TDEC will be required prior to the signing of the plat; 3. A Land Disturbance Permit must be obtained for the overall development; and

4. Driveway and drainage infrastructure must be complete, consistent with Zoning Ordinance requirements, prior to issuance of building permits.

HORTO

N HIGHW

AY (CENTERLINE)

CROCKETT LANE (CENTERLINE)

GARY RUMPPJACLYN RUMPP

CROCKETT LANECOLLEGE GROVE, TN 37046

MAP 137, PARCEL 20.03DB 4970, PAGE 227




ROY T. BERRYMANROBIN T. BERRYMAN

8416 CROCKETT LANECOLLEGE GROVE, TN 37046


LEIGH C. PETTUSWILLIAM W. PETTUS8152 HORTON HWY

COLLEGE GROVE, TN 37046MAP 137, PARCEL 21DB 5047, PAGE 585

PATRICIA A.R. HALEYREVOCABLE LIVING TRUST



(NOT A PART OF THISLARGE LOT EASEMENT

SUBDIVISION PLAT)


SUBDIVISION PLAT)


SUBDIVISION PLAT)


SUBDIVISION PLAT)

JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD

COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04

DB 7955, PAGE 822


SUBDIVISION PLAT)



DB 8051, PAGE 458QUITCLAIM DEED: DB 8479, PAGE 621-623



DB 7955, PAGE 822



DB 7955, PAGE 822

1

2

3

4

5

( IN FEET )GRAPHIC SCALE

0 200 400

Scale: 1" = 200'

200 100

OVERALL PERIMETER BOUNDARY DATASCALE: 1"=200'

SEE SHEET 2 OF 2FOR DETAILED INFORMATION

OF LOTS 1, 2, 3, 4, & 5

LAR

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WILLIAMSON COUNTY DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT NOTES:

1. ANY CUTTING, FILLING, COMPACTION, OR DISTURBANCE FROM THEIR NATURAL STATE, OF THE SOIL AREAS RESERVED FOR SEWAGE DISPOSAL, SHALL RESULT IN REVOCATION OF THE LOT APPROVAL. ADDITIONALLY, THE DEPARTMENT SHALL HAVE THE AUTHORITYTO REFUSE TO GRANT A CONSTRUCTION PERMIT, OR MAY REVOKE A CONSTRUCTION PERMIT WHERE THE INTEGRITY OF THE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM AREAS HAS BEEN COMPROMISED.

2. ALL SEPTIC SYSTEMS MUST BE INSTALLED BY AN INSTALLER LICENSED BY WILLIAMSON COUNTY TO CONSTRUCT ALTERNATIVE OR CONVENTIONAL SEPTIC SYSTEMS.3. NO BATHING FIXTURES EXCEEDING STANDARD CAPACITY (30 US GALLONS), INCLUDING, BUT NOT LIMITED TO, OVERSIZED BATHTUBS, SPA TUBS, HOT TUBS, WHIRLPOOLS, OR JACUZZIS, ETC., SHALL BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE

DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT.4. NO UTILITIES (I.E., GAS, WATER, OR ELECTRIC) OR THEIR EASEMENTS, ABOVE OR BELOW GROUND, SHALL BE ALLOWED TO ENCROACH WITHIN 10 FEET OF THE BOUNDARIES OF THE SOIL AREAS RESERVED FOR SEWAGE DISPOSAL.5. CURTAIN/INTERCEPTOR/DRAWDOWN DRAINS MAY BE REQUIRED ON ANY OR ALL LOTS.6. NO CUTTING, FILLING, COMPACTION, OR ANY DISTURBANCE OF THE AREAS RESERVED FOR SEWAGE DISPOSAL SHALL BE PERMITTED.7. THE LIMITS OF ALL EXCAVATIONS GREATER THAN 18 INCHES IN DEPTH, MADE FOR THE PURPOSE OF HOUSE CONSTRUCTION (OR ANY OTHER TYPE OF BUILDING CONSTRUCTION), SHALL BE KEPT 25 FEET OR MORE AWAY FROM THE PLATTED OR DESIGNATED SEWAGE

DISPOSAL AREAS.8. THE LIMITS OF ALL EXCAVATIONS, MADE FOR THE PURPOSE OF HOUSE CONSTRUCTION (OR ANY OTHER TYPE OF BUILDING CONSTRUCTION), SHALL BE KEPT WITHIN THE CONFINES OF THE PLATTED BUILDING ENVELOPE.9. ALL PARTS OF THE HOUSE AND ANY OF ITS RELATED APPENDAGES (INCLUDING, BUT NOT LIMITED TO DETACHED GARAGES, PORCHES, DECKS, SIDEWALKS, DRIVEWAYS, PARKING AREA, UTILITIES, ETC.) SHALL STRICTLY ADHERE TO THE MINIMUM SETBACK

REQUIREMENTS FROM THE SUBSURFACE SEWAGE DISPOSAL SYSTEM AREAS AS OUTLINED IN SECTION 13 OF THE REGULATIONS GOVERNING ON-SITE SEWAGE DISPOSAL MANAGEMENT , ADOPTED MAY 16, 2000, AND EFFECTIVE OCTOBER 1, 2000.10. NO CONSTRUCTION OF PATIOS, SWIMMING POOLS, ACCESSORY BUILDINGS, ETC., SHALL BE ALLOWED ON ANY LOT SERVED BY A SUBSURFACE SEWAGE DISPOSAL SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT.11. WATER SERVICE LINES MUST BE SEPARATED FROM SEWAGE DISPOSAL AREAS OR PLATTED DISPOSAL FIELD AREAS BY A MINIMUM OF 10 FEET.12. ALL PLUMBING FIXTURES ARE TO BE OF THE WATER CONSERVATIVE TYPE, INCLUDING LOW VOLUME FLUSH TOILETS (1.6 GALLON OR LESS), 1.5 TO 2.0 GALLONS PER MINUTE SHOWER HEADS, AND FAUCET AERATORS.13. NO WATER SOURCE, WELLS OR SPRINGS ARE TO BE DRILLED OR CONSTRUCTED WITHIN 50 FEET OF ANY PORTION OR COMPONENT OF THE SEPTIC SYSTEM, OR THE DESIGNATED OR PLATTED SEWAGE DISPOSAL FIELD AREAS.14. DESIGNATED SEWAGE DISPOSAL AREAS PLOTTED IN ACCORDANCE WITH ACCEPTABLE SOIL AREAS FIELD MAPPED BY LONNIE NORROD, PRIVATE CONSULTING SOIL SCIENTIST, ON 6/11/2020.15. LPP DENOTES THAT THIS LOT IS SERVED BY A LOW PRESSURE PIPE SYSTEM, WHICH IS AN ALTERNATIVE MEANS OF SEWAGE DISPOSAL.16. MLPP DENOTES THAT THIS LOT IS SERVED BY A MODIFIED LOW PRESSURE PIPE SYSTEM, WHICH IS AN ALTERNATIVE MEANS OF SEWAGE DISPOSAL. MLPP SYSTEMS REQUIRE 6 TO 10 INCHES OF COMPATIBLE SOIL FILL MATERIAL TO BE INCORPORATED ONTO THE

DESIGNATED OR PLATTED SEWAGE DISPOSAL AREA, UNDER THE DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT SUPERVISION.17. BEFORE A PERMIT TO CONSTRUCT A LPP OR MLPP SEPTIC SYSTEM CAN BE ISSUED, DETAILED SITE AND DESIGN PLANS FOR THE LPP OR MLPP SYSTEM SHALL BE SUBMITTED TO THE DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT FOR REVIEW AND APPROVAL.

THESE PLANS SHALL BE PREPARED BY AN ENGINEER LICENSED IN THE STATE OF TENNESSEE.18. ALL PLATTED SEWAGE DISPOSAL AREAS SHALL BE FIELD-STAKED BY A LICENSED SURVEYOR AND FENCED OFF, TO PROTECT THE AREAS FROM ALL CONSTRUCTION TRAFFIC, BY THE PROPERTY OWNER OR BUILDING CONTRACTOR. THE AREAS THEN SHALL BE FIELD

CHECKED AND VERIFIED BY THE DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT PRIOR TO THE ISSUANCE OF THE SEPTIC PERMIT.19. NO WATER SOURCE, WELLS OR SPRINGS ARE TO BE DRILLED OR CONSTRUCTED WITHIN 50 FEET OF ANY PORTION OF THE SEPTIC SYSTEM. THIS INCLUDES THE SEPTIC TANK, TIGHTLINES, ALTERNATING VALVES, OR THE DESIGNATED OR PLATTED SEWAGE DISPOSAL

FIELD AREAS.20. THIS SITE MAY MANDATE THE USE OF A SEWAGE/EFFLUENT PUMP AND APPROPRIATELY SIZED PUMP TANK IN ORDER TO PROVIDE SEWER SERVICES FROM THE HOUSE TO THE SSDS AREAS. THIS SHALL BE SPECIFIED BY THE WILLIAMSON COUNTY DEPARTMENT OF

SEWAGE DISPOSAL MANAGEMENT BASED UPON THE FINISHED ELEVATION OF THE HOUSE PLUMBING STUB-OUT AND THE SSDS AREAS.21. NO IRRIGATION SYSTEMS, OR THEIR COMPONENTS THEREOF, SHALL ENCROACH ON, IN OR WITHIN 10 FEET OF THE BOUNDARIES OF THE DESIGNATED OR PLATTED SSDS AREAS. IT SHALL ALSO BE LOCATED A MINIMUM OF 5 FEET AWAY FROM ANY DRAINAGE

IMPROVEMENT PRACTICE ASSOCIATED WITH THE SSDS AREAS.22. PRIOR TO INSTALLATION, THE LOCATION OF THE WELL, SPRING, CISTERN OR PRIVATE WATER SOURCE MUST BE APPROVED BY THE WILLIAMSON COUNTY DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT.23. LOCATION OF A WELL, SPRING, CISTERN OR PRIVATE WATER SOURCE MUST BE A MINIMUM OF 50 FEET AWAY FROM ANY SEWAGE DISPOSAL AREA, INCLUDING THOSE LOCATED UPON ADJACENT LOTS.24. EXACT LOCATION OF THE WATER SOURCE (I.E., WELL, SPRING, CISTERN OR PRIVATE WATER SOURCE) MUST BE FIELD LOCATED BY A SURVEYOR OR ENGINEER ON A COPY OF THIS PLAT AND SUBMITTED TO THE WILLIAMSON COUNTY DEPARTMENT OF SEWAGE

DISPOSAL MANAGEMENT FOR REVIEW AND RECORD KEEPING PURPOSES.25. THERE SHALL BE NO SEWAGE BEARING CONVEYANCES (PIPES, SUPPLY LINES, MANIFOLDS, SEPTIC, OR PUMP TANKS, ETC.) LOCATED WITHIN 50 FEET OF ANY AND ALL WELL(S) ON THIS PROPERTY.26. SSDS COMPONENTS CROSSING UTILITIES (AND THEIR RELATED EASEMENTS) IN ADDITION TO DRIVEWAYS, ACCESS EASEMENTS, ETC:

ANY AND ALL SSDS COMPONENTS (INCLUDING BUT NOT LIMITED TO CURTAIN DRAINS, SEWAGE SUPPLY LINES, MANIFOLDS, ETC.), SHALL BE SHEATHED AND BEDDED (AS PER SPECIFICATIONS FROM WCDSDM) WHERE THEY CROSS ANY DRIVEWAY, ACCESS EASEMENTUTILITY LINES (AND THEIR RELATED EASEMENTS). THE SHEATHING SHALL EXTEND FROM A POINT 10 FEET PRIOR TO ENTERING ANY EASEMENT AND SHALL EXTEND THROUGHOUT THE ENTIRE WIDTH OF THE EASEMENT AND SHALL END AT A POINT 10 FEET PAST THELIMITS OF ANY EASEMENT. ALL CROSSINGS MUST BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WILLIAMSON COUNTY DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT. ALL SHEATHING MUST BE SCHEDULE 80 PVC OR DUCTILE IRON AND BE BEDDED IN 12INCHES OF GRAVEL.

27. CURTAIN, INTERCEPTOR AND DRAW-DOWN DRAINS MAY BE REQUIRED ON ALL LOTS. AS SUCH, THEY SHALL STRICTLY ADHERE TO THE DESIGN, LOCATION AND ROUTING DEPICTED ON THIS PLAT. HOWEVER, THE DRAINS AS SHOWN HEREON MAY BE SUBJECT TOCHANGE AT THE SOLE DISCRETION OF THE WILLIAMSON COUNTY DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT AS DEEMED NECESSARY BY THEIR FIELD INVESTIGATION AT THE TIME OF SUBMITTAL OF EACH INDIVIDUAL LOT'S ALTERNATIVE SYSTEM SITE ANDDESIGN PLANS. THE WILLIAMSON COUNTY DEPARTMENT OF SEWAGE DISPOSAL MANAGEMENT'S EVALUATION WILL BE CONDUCTED ON A SITE-SPECIFIC, LOT BY LOT BASIS.

28. WATERWAY NATURAL AREAS (DESIGNATED AS WNA) EXIST ON ALL INTERMITTENT OR PERENNIAL STREAM WATERWAYS AS DEFINED IN THE WILLIAMSON COUNTY STORM WATER MANAGEMENT REGULATIONS. FOR INFORMATION OR ASSISTANCE IN APPLYING THESEREGULATIONS, PLEASE CONTACT THE WILLIAMSON COUNTY ENGINEERING DEPARTMENT AT (615) 790-5725.

29. AN ARAP PERMIT MUST BE OBTAINED FROM THE STATE OF TENNESSEE AT THE DEPARTMENT OF ENVIRONMENT & CONSERVATION BEFORE ANY CONSTRUCTION, EXCAVATION, CLEARING, OR GRADING ACTIVITIES CAN OCCUR WITHIN THE CREEK OR WATERWAYNATURAL AREA.

30. PUBLIC WATER SUPPLY AVAILABLE UPON REQUEST TO NOLENSVILLE COLLEGE GROVE UTILITY DISTRICT.31. LOT 1 IS RESTRICTED TO A MAXIMUM OF 4 BEDROOMS, WHILE LOTS 2, 3, 4, AND 5 ARE ALL RESTRICTED TO 5 BEDROOMS.

GENERAL NOTES:

1. THE PURPOSE OF THIS PLAT IS TO CREATE FIVE (5) LOTS. ONLY THESE 5 LOTS AND TRACTS 1, 2, AND 3, MAY TAKE ACCESS FROM POSSUM TROT TRAIL.2. THIS PROPERTY IS SUBJECT TO ALL MATTERS AS SET FORTH IN DEED BOOK 7955, PAGE 822, R.O.W.C.,TN AND IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.3. SUBJECT PROPERTY IS A PORTION OF PARCEL 21.04 AS SHOWN ON WILLIAMSON COUNTY TAX MAP NO. 137.4. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED ALL UNDERGROUND UTILITIES. ABOVE GRADE AND UNDERGROUND UTILITIES SHOWN WERE TAKEN FROM VISIBLE APPURTENANCES AT THE SITE, PUBLIC RECORDS, AND/OR MAPS PREPARED BY OTHERS. THIS

SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION AS INDICATED. THEREFORE, RELIANCE UPON THE TYPE, SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOULD BE DONE SO WITH THISCIRCUMSTANCE 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 APPROPRIATEUTILITY COMPANY. TENNESSEE ONE CALL SYSTEM, INC. 1-800-35 1-1111.

5. THIS PROPERTY LIES WITHIN AN AREA DESIGNATED AS ZONE X (UNSHADED), AS SAID PROPERTY PLOTS BY SCALED APPROXIMATION ON FLOOD INSURANCE ON MAP NO. 47187C0385F (MAP DATED: REVISED SEPTEMBER 29, 2006) ON THE FLOOD INSURANCE MAPSFOR WILLIAMSON COUNTY, TENNESSEE.

6. THE SOIL GRID AREAS SHOWN HEREON HAVE BEEN FIELD STAKED USING 36" TALL GRID STAKES.7. THIS PROPERTY IS CURRENTLY ZONED RD-1"RURAL DEVELOPMENT DISTRICT.8. NO TITLE REPORT FURNISHED TO THIS SURVEYOR, THEREFORE, THIS SURVEY IS SUBJECT TO THE FINDINGS OF AN ACCURATE TITLE SEARCH.9. THERE ARE FIRE HYDRANTS WITHIN 500 FEET OF ALL BUILDING ENVELOPES.10. THE LINEAR ERROR OF CLOSURE DOES NOT EXCEED 1 FOOT PER 10,000 FEET OF PERIMETER.11. PER THE HD REPORT BY GROW ENVIRONMENTAL SOLUTIONS, DATED 11/20/20, THERE ARE TWO WETLANDS ON THE SITE. THEY ARE LOCATED IN THE SOUTHERN PORTION OF LOT 1 AND THE SOUTHERN PORTION OF LOT 4 (SURROUNDING THE EXISTING POND).12. WITHIN THE WATERWAY NATURAL AREA, THERE SHALL BE NO CLEARING, GRADING, CONSTRUCTION OR DISTURBANCE OF VEGETATION EXCEPT AS PERMITTED BY THE WILLIAMSON COUNTY ENGINEERING DEPARTMENT.13. THIS PROPERTY (LOTS 1 THROUGH 5) HAS BEEN REVIEWED FOR THE EXISTENCE OF INTERMITTENT AND PERENNIAL STREAMS. STREAMS THAT WOULD REQUIRE WATERWAY NATURAL AREAS AS DESCRIBED IN SECTION 4 OF THE WILLIAMSON COUNTY STORM

WATER MANAGEMENT REGULATIONS HAVE BEEN LOCATED AS SHOWN.14. PROJECT IS SUBJECT TO ARTICLE 13 (RESOURCE PROTECTION STANDARDS) OF THE WILLIAMSON COUNTY, TENNESSEE ZONING ORDINANCE.15. NATURAL RESOURCES NOTE

15.1. THIS SITE HAS BEEN REVIEWED FOR THE PRESENCE OF STEEP SLOPES, HILLTOPS AND RIDGETOPS, SLIPPAGE SOILS, AND KARST FEATURES AND ARE ADDRESSED BELOW.15.2. THERE ARE NO SLIPPAGE SOILS WITHIN LOTS 1, 2, 3, 4, & 5 BASED ON THE WILLIAMSON COUNTY GIS WEBSITE (SOILS SURVEY).15.3. THERE ARE NO KARST FEATURES ON THE SITE BASED ON THE OWNER'S VISUAL RECONNAISSANCE.15.4. THERE ARE NO HILLTOPS OR RIDGETOPS PRESENT ON THE SITE.15.5. THERE ARE NO VERY STEEP SLOPES (GREATER THAN 25%) ON ANY OF THE LOTS.15.6. THERE ARE MODERATELY STEEP SLOPES (15-25%) ON LOT 2, WHICH MEANS THAT LOT 2 WILL REQUIRE AN ENGINEERED SITE PLAN WITH BUILDING PERMITS PRIOR TO BUILDING PERMIT ISSUANCE.

T.C.A. 0400-45-09-.17GEOTHERMAL WELL CONSTRUCTION STANDARDS FOR

CLOSED LOOP GEOTHERMAL BOREHOLES

SOURCE OF STRUCTURE MINIMUM DISTANCES

SEWER LINES 10 FEET

SEPTIC TANKS 25 FEET

SPRINGS 100 FEET

SEPTIC DRAIN FIELDS 25 FEET

WATER WELLS 100 FEET

HOUSE TO SEPTIC TANK CONNECTION 10 FEET

HOUSE TO SEWER CONNECTION 10 FEET

CERTIFICATE OF OWNERSHIP AND DEDICATIONWe hereby certify that we are the owners of the property shown and described hereon asevidenced in deed book 7955, page 822, R.O.W.C.,TN, and that we hereby adopt thisplan of subdivision with our free consent, establish the minimum building restrictionlines, and that offers of irrevocable dedication for all public streets, utilities and otherfacilities have been filed as required by these Regulations.

CERTIFICATE OF ACCURACYI hereby certify that the plan shown and described hereon is true andcorrect survey to the accuracy required by the Williamson CountyTennessee, Regional Planning Commission and that the monuments hovebeen or will be placed as shown hereon. to the specifications of the subdivisionRegulations, as approved by the County Engineer.

CERTIFICATE OF GENERAL APPROVAL FOR INSTALLATION OFSUBSURFACE SEWAGE DISPOSAL SYSTEM WITH RESTRICTIONSGeneral approval is hereby granted for lots proposed hereon asbeing suitable for subsurface sewage disposal with the listedand/or attached restrictions.

Before the Initiation of construction, the location of the house orother structure and plans for the subsurface sewage disposalsystem shall be approved by the local health authority.

CERTIFICATE OF APPROVAL OF SUBDIVISION NAMEAND STREET NAMESI do hereby certify that the subdivision name and street names denoted on this final plathave been approved by the Williamson County Emergency Management Agency (EMA).

CERTIFICATE FOR ADDRESSESI do hereby certify that the addresses denoted on this final plat are those assigned bythe Department of Information Technology (IT).

CERTIFICATE OF APPROVAL OF UTILITY SYSTEMSI hereby certify that the following utility systems outlined or indicated on the finalsubdivision plat entitled "Nelson Creek Plat Lots 1, 2, 3, 4, & 5" have been installed inaccordance with current local and/or state government requirements or that a suretybond has been posted with the Planning Commission to assure completion of allrequired improvements in case of default. Also. I certify that the hydraulic design criteriaspecified in Section 5.5 of Williamson County Subdivision Regulations have been met

PRIVATE DRIVEWAY NOTATIONThis is a private driveway and is not a public road. Williamson County does not haveresponsibility for building or maintaining the private driveway. The Williamson CountyHighway Commission may, at its discretion, agree to accept this private driveway as apublic road into the County Highway System if all property owners agree to (1) petitionthe Highway Commission for a public road and {2) build or pay for upgrading the privatedriveway to County specifications in effect at the time of the request.

By signing below. the property owner(s) of all lots within the bounds of this platacknowledge awareness of the above Private Driveway Notation, and understandsWilliamson County does not hove responsibility for building or maintaining the privatedriveway.

CER TIFICATE OF APPROVAL FOR RECORDINGI hereby certify that the subdivision plat shown hereon has been found to comply withthe Subdivision Regulations for Williamson County, Tennessee, with the exception ofsuch variances, if any, as are noted in the minutes of the Planning Commission and thatit has been approved for recording in the office of the County Register.

JAMES CHILDRESS DATE

DATE SIGNATURE OF SURVEYOR

DATE DEPT. OF SEWAGE DISPOSAL MANAGEMENT(DIRECTOR)

DATE DONNA KELLY - EMA DEPARTMENT ORAUTHORIZED IT REPRESENTATIVE

DATE DONNA KELLY - IT DEPARTMENT

DATE

REPRESENTATIVE FOR NOLENSVILLE COLLEGEGROVE UTILITY DISTRICT

DATE

COUNTY ROAD SUPERINTENDENT

SECRETARY, PLANNING COMMISSION

DATE

COUNTY ENGINEER

DATE

DEED BOOK AND PAGE

JAMES CHILDRESS ANDCHRISTINE CHILDRESS

TAX MAP AND PARCEL NUMBER OF LOTS

TAX MAP 137, PARCEL 21.04

DEED BOOK 7955, PAGE 822(R.O.W.C. TN)

THIS APPROVAL SHALL BE INVALID IF NOT RECORDED BY:

DATE

CROCKETT LANE

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PATTERSON ROAD

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VICINITY MAP - NOT TO SCALE

TREE PROTECTION NOTE:PARCEL TOTAL SF = 1,153,736 SF

EXISTING CANOPY COVERAGE = 606,300 SF (52.5% OF TOTAL AREA)CANOPY TO BE PRESERVED = 470,406 SF (77.5% OF EXISTING CANOPY, OUTSIDE OF ALL BUILDING ENVELOPES, DRIVEWAYS, AND SEPTIC AREAS)

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615.678.8212

SHEET

JAMES AND CHRISTINE CHILDRESS8279 PATTERSON ROAD

COLLEGE GROVE, TENNESSEE 37046INSTRUMENT NO. 13702104-00018137

DEED BOOK 7955 PAGE 822

THIS PROPERTY IS LOCATED IN AN AREA DESIGNATED AS ZONE X ASEVIDENCED ON FEMA PANEL #47187C0385F OF WILLIAMSONCOUNTY, TN, DATED 09/29/2006.

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9016 POSSUM TROT TRAILCOLLEGE GROVE, TN 37046


9029 POSSUM TROT TRAILCOLLEGE GROVE, TN 370469023 POSSUM TROT TRAIL

COLLEGE GROVE, TN 37046


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DB 7955, PAGE 822


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.06'

S62° 26' 49"E 343.27'

S37° 01' 35"E 257.93'

S83° 42' 15"W 332.86'

N83° 42' 15"E 172.76'

N83° 42' 15"E35.32'

L=143.59, R=175.00D=47.01

L=48.40, R=225.00D=12.32

N73° 16' 31"E 297.97'

N75° 28' 18"E 7.89'

N78° 00' 41"E 425.22'

N70° 35' 31"E 11.10'

S65° 23' 44"E 225.88'

S65° 23' 44"E 506.88'

S39° 4

2' 05

"W 1

59.69

'

N43° 0

5' 57

"E 2

92.21

'

N17

° 54'

08"

E 2

87.7

9'

L=79.97, R=200.00D=22.91

N75° 28' 18"E 327.26'

100' MBSL

100' MBSL

100' MBSL

100' MBSL

20' MBSL

20' MBSL

20' MBSL

20' M

BSL

20' M

BSL

20' MBSL 20' M

BSL

20' M

BSL

20' M

BSL

20' M

BSL

50' MBSL

60' MBSL

60' MBSL

60' MBSL

60' MBSL

72' MBSL

50'

50' MBSL

N75° 15' 56"E 231.36'

S22°

08'

23"

W 5

87.8

4'

N75° 22' 05"W 153.80'

N74° 26' 08"W 150.03'

S21°

14'

56"

W 4

11.4

9'

S84° 18' 29"W 150.22'

N46° 17' 08"W 130.58'

N69° 58' 27"W 100.34'

S81° 21' 50"W 100.54'

N10

° 40'

41"

W 1

07.4

8'

N78° 00' 41"E 42.15'

50'

50'

1

2

3

4

5

EOP

EOP

EOP

EOP

EOP

PF

PF

PF

15 15

16

17

18

19

20

21 21

20

19

18

17

16

T

U

VW

X Y

YX

W

VUT

11

10

9

8

7 7 7

6

5

4

3

4

5

6

7

8

9

10

11

4 4

55

6

7 7

6

7 7

8

9

10

11

12 12

11

10

9

8

R

S T UV

W X Y Z AA

BB

BB

AA

Z

Y

XW

VU

T

SR

JJ KK LL

MM

MMLLKK

JJ

QQ

RR

SS

TT

UU

UU

TTSS

RR

QQ

PP

PP

3

A

G

C

D

E

F

A

B C

E

D

CB

C

B

AD

E

A

B

C

D

B

A

E

F

C

D

TL

TL

A

TL

TL

D

E

F

TL

TL

B

TL

TL

TL

TL

TL

TL

BMLPP 60

MPI (5-15%)5105 SF

AMLPP 60

MPI (5-15%)5106 SF

AMLPP 60 MPI

(5-15%)9038 SF

BMLPP 60 MPI

(5-15%)6507 SF

BMLPP 60 MPI

(0-5%)6159 SF

ALPP 45 MPI

(0-5%)5356 SF

BLPP 60 MPI

(5-15%)6249 SF

ALPP 60 MPI

(5-15%)7051 SF

BMLPP 60 MPI

(5-15%)6084 SF

AMLPP 60 MPI

(5-15%)6043 SF

TL

SEPT

IC S

ETBA

CK

F

G

50'

50'

50

50

L13

C14

L12

C13

L11

C12

C11

L10 C10 L9C9

L8

L7

L6

C8L5

C7L4

C6

C5

L3

C4

L2

C3

L1

N53° 00' 24"W 188.22'

N33° 22' 45"W 286.25'

Line Table

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

Length

622.012

101.130

539.769

69.706

55.511

201.895

50.000

201.895

55.511

69.706

542.117

101.130

622.012

Direction

N08° 07' 49.14"E

N19° 55' 51.43"E

N83° 42' 24.48"E

S89° 51' 29.67"E

S84° 04' 41.66"E

S70° 33' 05.87"E

S19° 26' 54.13"W

N70° 33' 05.87"W

N84° 04' 41.66"W

N89° 51' 29.67"W

S83° 42' 04.60"W

S19° 55' 51.43"W

S08° 07' 49.14"W

Curve Table

Curve #

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

Length

46.341

250.634

123.226

243.212

35.308

82.629

70.825

30.264

194.570

163.945

194.938

36.043

Radius

225.000

225.000

150.000

250.000

350.000

350.000

300.000

300.000

200.000

200.000

175.000

175.000

Delta

011.8006

063.8235

047.0687

055.7402

005.7800

013.5266

013.5266

005.7800

055.7402

046.9669

063.8235

011.8006


SITE


0 100 200

Scale: 1" = 100'

100 50

LAR

GE

LOT

EASE

MEN

T SU

BDIV

ISIO

N P

LAT

2 OF 2

50' WNA SETBACK(50' FROM TOP OF BANK

EACH SIDE) (TYP.)SEE NOTE 12

WETLAND

WETLAND

WETLAND

EXISTINGPOND

CROCKETT LANE

COX ROAD

TALIAFERRO ROAD

PATTON ROAD

PATTERSON ROAD

HAL

EY L

ANE

INTERSTATE 840

MURFREESBORO ROAD

HO

RTO

N H

WY

POSS

UM

TR

OT

TRAI

L

DATE

T-S

QU

AR

Edrawn b

y:

scale:

9-3

0-2

02

0date:

NO

.R

EVIS

ION

S

J.

FIS

HER

revie

wer:


NELS

ON

CR

EEK

pro ect20-0622

TAX M

AP 1

37, PAR

CEL 2

1.0

4W

ILLIA

MS

ON

CO

UN

TY, TEN

NES

SEE

APPLICANT

OWNER OF RECORD


615.678.8212

SHEET





FLOOD NOTE

as s

hown

2E NO.ES

NNE

53TE 8

S

YRS

R

EAN

HE

JAM

FIS

11

1/1

6/2

0revis

ed p

er c

ounty c

omments

21

1/2

5/2

0revis

ed p

er c

ounty c

omments

31

2/0

1/2

0revis

ed p

er c

ounty c

omments

43

/22

/21

revis

ed p

er c

ounty c

omments

50' INGRESS/EGRESS/UTILITY EASEMENT

PROPOSED 6" WATER LINE

25' DRAINAGEEASEMENT (TYP.)

COMPACTED UP TO 8"; NEEDSPLOWED OR TILLED UP TO 8"

DEEP AND SMOOTHED PRIORTO INSTALLATION

SEPTIC SETBACK(TYP.)

LOT BREAKDOWN

LOT # ACRES

1

2

3

4

5

5.04

5.27

5.47

5.26

5.45

BEDROOMS BLD. ENV. (S.F.)

5

5

5

5

4 46,749

48,788

25,581

72,259

83,961

SQUARE FEET

219,637

229,529

238,193

229,046

237,300

PRIMARY & SECONDARY INTERCEPTOR DRAIN TABLE

LOT # 1 -5.04 AC

ELEV A B C D E F

GROUND 779.0 777.0 771.0 766.0 776.0 772.0

INVERT 776.0 774.0 768.0 766.0 773.0 772.0

DEPTH 3' 3' 3' 0' 3' 0'

TIGHTLINES: C-D, E-F


LOT # 3 -5.47 AC

ELEV A B C D E

GROUND 767.0 762.0 758.0 766.0 760.0

INVERT 764.0 759.0 758.0 763.0 760.0

DEPTH 3' 3' 0' 3' 0'

TIGHTLINES: B-C, D-E


LOT # 2 -5.27 AC

ELEV A B C D

GROUND 747.0 746.5 742.0 741.0

INVERT 744.0 743.0 742.0 741.0

DEPTH 3' 3.5' 0' 0'

TIGHTLINES: A-D, B-C

AREA B INTERCEPTOR DRAIN TABLE

LOT # 5 -5.45 AC

ELEV A B C D E F

GROUND 778.0 777.5 774.0 770.0 775.0 771.0

INVERT 775.0 774.5 771.0 770.0 772.0 771.0

DEPTH 3' 3' 3' 0' 3' 0'


AREA A INTERCEPTOR DRAIN TABLE

LOT # 5 -5.45 AC

ELEV A B C D E F G

GROUND 783.0 780.0 777.0 773.0 783.0 779.0 775.0

INVERT 780.0 777.0 774.0 773.0 779.7 776.0 775.0

DEPTH 3' 3' 3' 0' 3.3' 3' 0'

TIGHTLINES: C-D, F-G

PRIMARY INTERCEPTOR DRAIN TABLE

LOT # 4 -5.26 AC

ELEV A B C D E F G

GROUND 769.5 769.0 767.0 762.5 767.5 764.0 759.0'

INVERT 766.0 765.5 763.5 762.5 764.0 760.5 759.0'

DEPTH 3.5' 3.5' 3.5' 0' 3.5' 3.5' 0'


50' WNA SETBACK(50' FROM TOP OF BANKEACH SIDE) (TYP.)SEE NOTE 12

PLOW FURROW; RECOMMENDPLOWING AND/OR TILLING ANDSMOOTHING PRIOR TO INSTALLATIONTHEN INSTALL THRU ON CONTOUR

TRACT 3

TRACT 2

TRACT 1



4' BARBWIREFENCE

77° SKEW

IRON PIPE FOUND

PK NAIL SET

IRON PIN FOUND

IRON PIN TO BE SET

FIRE HYDRANT

EXISTING FENCE

EXISTINGOVERHEAD UTILITYEOP

LEGEND

WETLAND

WNA SETBACK

DRAINAGE EASEMENT

EXISTING POWERPOLE

P:\P

roje

cts\

2020

\20-

0622

(Cro

cket

t Rd

- Bo

Chi

ldre

ss)\P

rodu

ctio

n\20

-062

2_Ea

sem

ent P

lat.d

wg,

DET

AILE

D P

LAT,

3/2

5/20

21 1

0:40

:02

AM

800

810

794

796798

802

804

806

808

780

790

778

782 784 78

6

788

792

762

764

766

770

768

772774

776778

780

790

782

784

786

788

760 758762

764

766

770

768772774

77677

8

760

770

780

758

762

764

766

768

772

774

776

778

782

784

770

780

790

800

76276

4766

768

772774

776778

78278

478678

8

792

794

79679

8

802

804 77

0

764766

768

772774

770780

790

76276476

676877

277477677

8

782784786

788792

794

770

764 766

768

772

774

776

778

780

760

770

758

762

764

766

768

772

774

776

780

772

774776778

782

760

752

754756

758

762

764766768

770

768

740

750

760

770

780

74274

474674

8

75275

4756

758

762

764

76676

877

277477677

878

2

760

752

754

756

758

780

790

800

810

774

776

778 782

784

786

788

792794

796798 80

2 804 806

808 72

0

730740

750

760

770

780

71872

272

4

726728

732734736738

74274474

6748

75275475

6758

762764

766

768

772

774

776

778

782

780

760760

762

762

720

720

730

730

740

740

750

760

770

780

718718722 72272

4

724726

726

728

728

732

732

734

734

736

736

738

738

742

742

744

744

746

746

748

748

752

754

756

758

762

76476676

8

772

774

776778

782

784

760

770

770

758

762

762

764

764

766

766

768

768

800

810

796798

802804806

808

HORTO

N HIGHW

AY (CENTERLINE)

















SUBDIVISION PLAT)


SUBDIVISION PLAT)


SUBDIVISION PLAT)


SUBDIVISION PLAT)



DB 7955, PAGE 822


SUBDIVISION PLAT)






DB 7955, PAGE 822



DB 7955, PAGE 822

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W6''W

6''W6''W

6''W6''W

6''W

6''W

6''W 6''W6''W

6''W6''W

6''W6''W

S84° 18' 29"W 88.48'

S5° 2

8' 0

7"W

284

.05'

S84° 18' 29"W 230.82'

S7° 2

7' 4

9"W

643

.77'

S24°

38'

43"W

534

.06'

S62° 26' 49"E 343.27'

S37° 01' 35"E 257.93'

S83° 42' 15"W 332.86'

N83° 42' 15"E 172.76'

N83° 42' 15"E35.32'

L=143.59, R=175.00D=47.01

L=48.40, R=225.00D=12.32

N73° 16' 31"E 297.97'

N75° 28' 18"E 7.89'

N78° 00' 41"E 425.22'

N70° 35' 31"E 11.10'

S65° 23' 44"E 225.88'

S65° 23' 44"E 506.88'

S39° 4

2' 05

"W 1

59.69

'

N43° 0

5' 57

"E 2

92.21

'

N17

° 54'

08"

E 2

87.7

9'

L=79.97, R=200.00D=22.91

N75° 28' 18"E 327.26'

100' MBSL

100' MBSL

100' MBSL

100' MBSL

20' MBSL

20' MBSL

20' MBSL

20' M

BSL

20' M

BSL

20' MBSL 20' M

BSL

20' M

BSL

20' M

BSL

20' M

BSL

50' MBSL

60' MBSL

60' MBSL

60' MBSL

60' MBSL

72' MBSL

50'

50' MBSL

N75° 15' 56"E 231.36'

S22°

08'

23"

W 5

87.8

4'

N75° 22' 05"W 153.80'

N74° 26' 08"W 150.03'

S21°

14'

56"

W 4

11.4

9'

S84° 18' 29"W 150.22'

N46° 17' 08"W 130.58'

N69° 58' 27"W 100.34'

S81° 21' 50"W 100.54'

N10

° 40'

41"

W 1

07.4

8'

N78° 00' 41"E 42.15'

50'

50'

1

2

3

4

5

EOP

EOP

EOP

EOP

EOP

PF

PF

PF

15 15

16

17

18

19

20

21 21

20

19

18

17

16

T

U

VW

X Y

YX

W

VUT

11

10

9

8

7 7 7

6

5

4

3

4

5

6

7

8

9

10

11

4 4

55

6

7 7

6

7 7

8

9

10

11

12 12

11

10

9

8

R

S T UV

W X Y Z AA

BB

BB

AA

Z

Y

XW

VU

T

SR

JJ KK LL

MM

MMLLKK

JJ

QQ

RR

SS

TT

UU

UU

TTSS

RR

QQ

PP

PP

3

A

G

C

D

E

F

A

B C

E

D

CB

C

B

AD

E

A

B

C

D

B

A

E

F

C

D

TL

TL

A

TL

TL

D

E

F

TL

TL

B

TL

TL

TL

TL

TL

TL

BMLPP 60

MPI (5-15%)5105 SF

AMLPP 60

MPI (5-15%)5106 SF

AMLPP 60 MPI

(5-15%)9038 SF

BMLPP 60 MPI

(5-15%)6507 SF

BMLPP 60 MPI

(0-5%)6159 SF

ALPP 45 MPI

(0-5%)5356 SF

BLPP 60 MPI

(5-15%)6249 SF

ALPP 60 MPI

(5-15%)7051 SF

BMLPP 60 MPI

(5-15%)6084 SF

AMLPP 60 MPI

(5-15%)6043 SF

TL

SEPT

IC S

ETBA

CK

F

G

50'

50'

50

50

L13

C14

L12

C13

L11

C12

C11

L10 C10 L9C9

L8

L7

L6

C8L5

C7L4

C6

C5

L3

C4

L2

C3

L1

N53° 00' 24"W 188.22'

N33° 22' 45"W 286.25'

Line Table

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

Length

622.012

101.130

539.769

69.706

55.511

201.895

50.000

201.895

55.511

69.706

542.117

101.130

622.012

Direction

N08° 07' 49.14"E

N19° 55' 51.43"E

N83° 42' 24.48"E

S89° 51' 29.67"E

S84° 04' 41.66"E

S70° 33' 05.87"E

S19° 26' 54.13"W

N70° 33' 05.87"W

N84° 04' 41.66"W

N89° 51' 29.67"W

S83° 42' 04.60"W

S19° 55' 51.43"W

S08° 07' 49.14"W

Curve Table

Curve #

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

Length

46.341

250.634

123.226

243.212

35.308

82.629

70.825

30.264

194.570

163.945

194.938

36.043

Radius

225.000

225.000

150.000

250.000

350.000

350.000

300.000

300.000

200.000

200.000

175.000

175.000

Delta

011.8006

063.8235

047.0687

055.7402

005.7800

013.5266

013.5266

005.7800

055.7402

046.9669

063.8235

011.8006


SITE

WETLAND

EXISTINGPOND

CROCKETT LANE

COX ROAD

TALIAFERRO ROAD

PATTON ROAD

PATTERSON ROAD

HAL

EY L

ANE

INTERSTATE 840

MURFREESBORO ROAD

HO

RTO

N H

WY

POSS

UM

TR

OT

TRAI

L

DATE

T-S

QU

AR

Edrawn b

y:

scale:

9-3

0-2

02

0date:

NO

.R

EVIS

ION

S

J.

FIS

HER

revie

wer:


NELS

ON

CR

EEK

pro ect20-0622

TAX M

AP 1

37, PAR

CEL 2

1.0

4W

ILLIA

MS

ON

CO

UN

TY, TEN

NES

SEE

APPLICANT

OWNER OF RECORD


615.678.8212

SHEET





FLOOD NOTE

as s

hown

2E NO.ES

NNE

53TE 8

S

YRS

R

EAN

HE

JAM

FIS

11

1/1

6/2

0revis

ed p

er c

ounty c

omments

21

1/2

5/2

0revis

ed p

er c

ounty c

omments

31

2/0

1/2

0revis

ed p

er c

ounty c

omments

43

/22

/21

revis

ed p

er c

ounty c

omments

50' INGRESS/EGRESS/UTILITY EASEMENT

PROPOSED 6" WATER LINE

IRON PIPE FOUND

PK NAIL SET

IRON PIN FOUND

IRON PIN TO BE SET

25' DRAINAGEEASEMENT (TYP.)

COMPACTED UP TO 8"; NEEDSPLOWED OR TILLED UP TO 8"

DEEP AND SMOOTHED PRIORTO INSTALLATION

SEPTIC SETBACK(TYP.)

LOT BREAKDOWN

LOT # ACRES

1

2

3

4

5

5.04

5.27

5.47

5.26

5.45

BEDROOMS BLD. ENV. (S.F.)

5

5

5

5

4 46,749

48,788

25,581

72,259

83,961

SQUARE FEET

219,637

229,529

238,193

229,046

237,300

FIRE HYDRANT

EXISTING FENCE

EXISTINGOVERHEAD UTILITYEOP


LOT # 1 -5.04 AC

ELEV A B C D E F

GROUND 779.0 777.0 771.0 766.0 776.0 772.0

INVERT 776.0 774.0 768.0 766.0 773.0 772.0

DEPTH 3' 3' 3' 0' 3' 0'



LOT # 3 -5.47 AC

ELEV A B C D E

GROUND 767.0 762.0 758.0 766.0 760.0

INVERT 764.0 759.0 758.0 763.0 760.0

DEPTH 3' 3' 0' 3' 0'

TIGHTLINES: B-C, D-E


LOT # 2 -5.27 AC

ELEV A B C D

GROUND 747.0 746.5 742.0 741.0

INVERT 744.0 743.0 742.0 741.0

DEPTH 3' 3.5' 0' 0'

TIGHTLINES: A-D, B-C

AREA B INTERCEPTOR DRAIN TABLE

LOT # 5 -5.45 AC

ELEV A B C D E F

GROUND 778.0 777.5 774.0 770.0 775.0 771.0

INVERT 775.0 774.5 771.0 770.0 772.0 771.0

DEPTH 3' 3' 3' 0' 3' 0'


AREA A INTERCEPTOR DRAIN TABLE

LOT # 5 -5.45 AC

ELEV A B C D E F G

GROUND 783.0 780.0 777.0 773.0 783.0 779.0 775.0

INVERT 780.0 777.0 774.0 773.0 779.7 776.0 775.0

DEPTH 3' 3' 3' 0' 3.3' 3' 0'


PRIMARY INTERCEPTOR DRAIN TABLE

LOT # 4 -5.26 AC

ELEV A B C D E F G

GROUND 769.5 769.0 767.0 762.5 767.5 764.0 759.0'

INVERT 766.0 765.5 763.5 762.5 764.0 760.5 759.0'

DEPTH 3.5' 3.5' 3.5' 0' 3.5' 3.5' 0'



0 100 200

Scale: 1" = 100'

100 50

TOPO

GR

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WETLAND

WETLAND

LEGEND

WETLAND

WNA SETBACK

50' WNA SETBACK(50' FROM TOP OF BANKEACH SIDE) (TYP.)SEE NOTE 12

PLOW FURROW; RECOMMENDPLOWING AND/OR TILLING ANDSMOOTHING PRIOR TO INSTALLATIONTHEN INSTALL THRU ON CONTOUR

TRACT 3

TRACT 2

TRACT 1

DRAINAGE EASEMENT



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ITEM 32 FINAL PLAT REVIEW FOR MCDANIEL ESTATES, …

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