ITEM 32 FINAL PLAT REVIEW FOR MCDANIEL ESTATES, SECTION 4, CONTAINING 48 LOTS ON 23.82 ACRES LOCATED OFF MCDANIEL ROAD IN THE 11 TH 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;
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Transcript
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
W
WW
W
W
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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
Col
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SubdivisionFinal
APPVD. BY:DRAWN BY:
SHEET No.
SCALE: 1" = 400'PROJ. No.DATE
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IF YOU CAN READ THISYOU ARE HOLDING AN
UNRECORDED COPY OF THE PLAT
0'
GRAPHIC SCALE
400' 400' 800'
6266
McD
anie
l Roa
d
Plat
Engine
ering/
Survey
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Enviro
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tal
840
COX
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McDANIEL ROAD
SEC.
HARPETH RIVER
HARPETH RIVERI-840
301
TYPICAL LOT LAYOUT
FRONTFRONT
302
STR
EET
STREET
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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McD
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Estat
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Phas
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tates
-Sec
tion 4
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cove
r, 3/1
2/20
21 4:
06:44
PM, c
lewis
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
OU
RT
40'ROW
SECTION 1 BOUNDARY
SECTIO
N 3 BO
UN
DAR
Y
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
S6°49'45"W
N70°55'19"W
N77°07'11"E
N12°52'49"W
8" SA
4" W
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SubdivisionFinal
APPVD. BY:DRAWN BY:
SHEET No.
SCALE: 1" = 100'PROJ. No.DATE
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IF YOU CAN READ THISYOU ARE HOLDING AN
UNRECORDED COPY OF THE PLAT
0'
GRAPHIC SCALE
100' 100' 200'
6266
McD
anie
l Roa
d
Plat
Engine
ering/
Survey
ing/
Enviro
nmen
tal
301
TYPICAL LOT LAYOUT
FRONTFRONT
302
STR
EET
STREET
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
COX
RDCO
XRD
ARN
O R
D
McDANIEL ROAD
HARPETH RIVER
HARPETH RIVERI-840
SEC.4
7200*ADDRESSES
THE (*) INDICATES A CORNER LOT;THE ADDRESSES WILL BE WHERETHE DRIVEWAY IS LOCATED.Z:\
Land
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Reviewer: LS Date: 04/08/2021
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
GARY RUMPPJACLYN RUMPP
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.02DB 4970, PAGE 227
ROY T. BERRYMANROBIN T. BERRYMAN
8416 CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 21.01DB 660, PAGE 33
LEIGH C. PETTUSWILLIAM W. PETTUS8152 HORTON HWY
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21DB 5047, PAGE 585
PATRICIA A.R. HALEYREVOCABLE LIVING TRUST
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.01DB 3636, PAGE 293
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
DB 7955, PAGE 822
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
LEIGH C. PETTUSWILLIAM W. PETTUS8152 HORTON HWY
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.05
DB 8051, PAGE 458QUITCLAIM DEED: DB 8479, PAGE 621-623
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
DB 7955, PAGE 822
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
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
COX ROAD
TALIAFERRO ROAD
PATTON ROAD
PATTERSON ROAD
HAL
EY L
ANE
INTERSTATE 840
MURFREESBORO ROAD
HO
RTO
N H
WY
SITE
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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T-SQUAREENGINEERING1329 WEST MAIN STREET ● FRANKLIN, TN ● 615-678-8212 ● www.T2-eng.com
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OWNER OF RECORD
T-SQUARE ENGINEERING1329 WEST MAIN STFRANKLIN, TN 37064
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.
FLOOD NOTE
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9016 POSSUM TROT TRAILCOLLEGE GROVE, TN 37046
9035 POSSUM TROT TRAILCOLLEGE GROVE, TN 37046
9029 POSSUM TROT TRAILCOLLEGE GROVE, TN 370469023 POSSUM TROT TRAIL
COLLEGE GROVE, TN 37046
9017 POSSUM TROT TRAILCOLLEGE GROVE, TN 37046
LEGEND
IRON PIPE FOUND
PK NAIL SET
IRON PIN FOUND
IRON PIN TO BE SETCHRISTINE CHILDRESS DATE
TRACT 3
TRACT 2
TRACT 1
P:\P
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\20-
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L PL
AT, 3
/25/
2021
10:
42:0
1 AM
HORTO
N HIGHW
AY (CENTERLINE)
CROCKETT LANE (CENTERLINE)
GARY RUMPPJACLYN RUMPP
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.03DB 4970, PAGE 227
GARY RUMPPJACLYN RUMPP
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.02DB 4970, PAGE 227
ROY T. BERRYMANROBIN T. BERRYMAN
8416 CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 21.01DB 660, PAGE 33
LEIGH C. PETTUSWILLIAM W. PETTUS8152 HORTON HWY
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21DB 5047, PAGE 585
PATRICIA A.R. HALEYREVOCABLE LIVING TRUST
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.01DB 3636, PAGE 293
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
DB 7955, PAGE 822
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
LEIGH C. PETTUSWILLIAM W. PETTUS8152 HORTON HWY
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.05
DB 8051, PAGE 458QUITCLAIM DEED: DB 8479, PAGE 621-623
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
DB 7955, PAGE 822
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
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
VICINITY MAP - NOT TO SCALE
SITE
( IN FEET )GRAPHIC SCALE
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:
T-SQUAREENGINEERING1329 WEST MAIN STREET ● FRANKLIN, TN ● 615-678-8212 ● www.T2-eng.com
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
T-SQUARE ENGINEERING1329 WEST MAIN STFRANKLIN, TN 37064
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.
FLOOD NOTE
as s
hown
2E NO.ES
NNE
53TE 8
S
YRS
R
EAN
HE
JAM
FIS
11
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omments
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/22
/21
revis
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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
PRIMARY & SECONDARY INTERCEPTOR DRAIN TABLE
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
PRIMARY & SECONDARY INTERCEPTOR DRAIN TABLE
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'
TIGHTLINES: C-D, E-F
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'
TIGHTLINES: C-D, F-G
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
50' WNA SETBACK(50' FROM TOP OF BANK
EACH SIDE) (TYP.)SEE NOTE 12
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
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2020
\20-
0622
(Cro
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- Bo
Chi
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ss)\P
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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)
CROCKETT LANE (CENTERLINE)
GARY RUMPPJACLYN RUMPP
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.03DB 4970, PAGE 227
GARY RUMPPJACLYN RUMPP
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.02DB 4970, PAGE 227
ROY T. BERRYMANROBIN T. BERRYMAN
8416 CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 21.01DB 660, PAGE 33
LEIGH C. PETTUSWILLIAM W. PETTUS8152 HORTON HWY
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21DB 5047, PAGE 585
PATRICIA A.R. HALEYREVOCABLE LIVING TRUST
CROCKETT LANECOLLEGE GROVE, TN 37046
MAP 137, PARCEL 20.01DB 3636, PAGE 293
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
DB 7955, PAGE 822
(NOT A PART OF THISLARGE LOT EASEMENT
SUBDIVISION PLAT)
LEIGH C. PETTUSWILLIAM W. PETTUS8152 HORTON HWY
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.05
DB 8051, PAGE 458QUITCLAIM DEED: DB 8479, PAGE 621-623
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
DB 7955, PAGE 822
JAMES CHILDRESSCHRISTINE CHILDRESS8279 PATTERSON ROAD
COLLEGE GROVE, TN 37046MAP 137, PARCEL 21.04
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
VICINITY MAP - NOT TO SCALE
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:
T-SQUAREENGINEERING1329 WEST MAIN STREET ● FRANKLIN, TN ● 615-678-8212 ● www.T2-eng.com
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
T-SQUARE ENGINEERING1329 WEST MAIN STFRANKLIN, TN 37064
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.
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
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
PRIMARY & SECONDARY INTERCEPTOR DRAIN TABLE
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
PRIMARY & SECONDARY INTERCEPTOR DRAIN TABLE
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'
TIGHTLINES: C-D, E-F
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'
TIGHTLINES: C-D, F-G
( IN FEET )GRAPHIC SCALE
0 100 200
Scale: 1" = 100'
100 50
TOPO
GR
APH
Y EX
HIB
IT
EX
50' WNA SETBACK(50' FROM TOP OF BANK
EACH SIDE) (TYP.)SEE NOTE 12
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