SW4201201_Pages from (2021.01.12) - Coldwater CD Set NCDEQ Resubmittal_20210122

OHPOHPOHPXJURISDICTIONAL
WETLAND
JURISDICTIONAL
TRIBUTARIES
JURISDICTIONAL
TRIBUTARY
S 87°40'37" W
( 294.01' )
S 87°40'37" W
1483.80'S 00°22'16" W113.21'263.96'
N 56°
1
0'
5
9
"
E
199.9
6'
NIP
241.95'129.37'248.07'349.82'
N 88°33'53" E
( 1027.80' )
26.72'
31.87'
S 87°40'37" W
340.74'
( 400.84' )S 01°23'25" W339.60'N 89°37'18" W
( 441.61' )
EIP
165.75'275.86'
N 88°33'53" E
31.87'
± 21.276 ACRES
CONCRETE
MONUMENTFORSYTH COUNTYGUILFORD COUNTYFORSYTH COUNTYGUILFORD COUNTYELLIPTICAL CMP 9.5'x6'
INV.: 744.27'
ELLIPTICAL CMP 9.5'x6'
INV.: 743.95'
18"CMP
INV.: 742.89'
18"CMP
INV.: 742.40'
15"RCP
INV.: 737.78'
ELLIPTICAL CMP 11.5'x7'
INV.: 728.41'
ELLIPTICAL CMP 11.5'x7'
INV.: 728.34'
18"CMP
INV.: 743.15'18"CMP
INV.: 742.00'
PIN: 6990-46-8354.00
N/F: CHRISTOPHER S. ANDRESS AND
SPOUSE, AMY K. ANDRESS
DB 7958 PG 2377
ZONING: AG
PB 92 PG 82
PIN: 6990-54-1459-000
N/F: DUKE POWER COMPANY
DB 2495 PG 509
ZONING:
PIN: 6990-34-9796
N/F: DUKE POWER COMPANY
DB 1005 PG 397
ZONING: AG
PIN: 6990-15-7869.00
N/F: DUKE POWER COMPANY
DB 1005 PG 397
ZONING: AG
PIN: 6990-27-4148.00
N/F: DUKE POWER COMPANY
ZONING:AG
PIN: 6990-24-0998.00
N/F: DUKE POWER COMPANY
DB 1005 PG 453
ZONING:
PIN: 6990-36-5854
N/F: LOUZIEL C. SCALES
DB 792 PG 349
ZONING: AG
PB 12 PG 76
COLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAYE/PE/PJURISDICTIONAL
WETLAND
S76°1
3
'
5
6
"
E
2,215.
4
0
'N01°17'26"E243.18'N88°30'30"E
380.47'OHPOHPOHPOHPOHP100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
TREE
EDGE (TYP)
JURISDICTIONAL
TRIBUTARY
JURISDICTIONAL
TRIBUTARYC12
317.05
'240.25'225.00'227.13'221.82'225.00'238.46'248.71'282.74'141.
5
0'
357.65'
345.46'
284.
7
4
'
2
6
5
.
5
7
'
267
.
1
0
'
277.
5
8
'
29
8
.
4
8
'
25
7
.
9
7
'
291.32'225.00'303.12'270.50'142.87'264.15'252.40'243.03
'224.91'236.51'243.81'277.10'338.47'150.96'150.90'155.86'
129.24'32.95'160.69'105.27'207.93
'224.97'283.89
'
278.0
1
'
257.94'
300.2
4
'
1
7
3
.
3
1
'
21
9
.
1
1
'173.93'184.82'96.24'107.16'116.62'107.60'113.03'12
1
.
2
1
'279.01'3
2
7
.
0
5
'134.69'97.44'100.24'92.93'69.91'40.88'40.88'64.22'139.70'36.1
3'60.0
4'
C1
C2
L6C3L7C4C5C6
C7
C8C9 C10C11L8C13L9C14 C1
5
C16 C17 C18C19
L10
L11
C20L12C21C22L13L14C23C24C25C26C
2
7
C28 L15 L16 L17 C29
C30 C31
L18 L19
C32
C33 C34 L20 L21 C35
C36 C37C38C39
L22
C40
C41L23C42C43C44
L24L25
C45
C46L26L27C47C48C49
L28L29L31
C
5
0C51L32L33 C52C53C54L34C55 L35
L36
C56
C5
7
C5
8
C59
L37 C60 C61 L38
C62 C63
L39 C64C65
L40
L41
C66C67L42
C68C69
L43
C70
C7
1
C7
2
C73
L44
L45
L46
L47
L48
L49
C74
99.98'119.40'5
1
.
2
0
'
67.85'
31.81'104.9
3'
34.9
8'
37.21'
2
0
7
.
3
8
'
206.09'67.75'261.87'275.21'245.84'225.88'231.39'226.71'225.45'225.12'195.02'195.34'121.45
'59.52'C77
C78L
1
199.57'70.02'
71.75'124.27'
103.39'113.21'BOATHOUSE WAY
(50' PUBLIC R/W)
BOATHOUSE WAY
(50' PUBLIC R/W)
BRIGHT WATER LANE
(50' PUBLIC R/W)
COLD WATER TERRACE
(50' PUBLIC R/W)
COLD WATER TERRACE
(50' PUBLIC R/W)
16
3
.
2
3
'
99.27'53.39
'60.10'59.2
6'
119.8
5'
161.18'
195.41'
65.38'66.80'17.
6
1
'
25.11'
23.00'224.94'213.76'CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
RADIUS
435.00
435.00
647.11
375.00
375.00
18.50
59.50
59.50
59.50
18.50
425.00
475.58
15.14
225.34
225.00
225.52
225.00
18.00
18.00
475.00
LENGTH
161.68
130.17
85.40
57.09
29.11
19.58
68.16
92.83
36.18
16.88
104.44
47.04
22.67
121.46
25.02
95.99
168.52
26.75
28.27
115.97
TANGENT
81.78
65.57
42.76
28.60
14.56
10.82
38.37
58.88
18.67
9.08
52.49
23.54
14.07
62.24
12.52
48.73
88.43
16.54
18.00
58.27
DELTA
21°17'43"
17°08'42"
7°33'41"
8°43'20"
4°26'54"
60°37'59"
65°37'54"
89°23'43"
34°50'37"
52°16'53"
14°04'50"
5°40'04"
85°48'01"
30°52'57"
6°22'13"
24°23'13"
42°54'50"
85°08'48"
90°00'01"
13°59'19"
CHORD BEARING
S80°47'49"W
S61°34'37"W
S36°58'44"W
N37°15'34"E
N43°50'41"E
N76°23'07"E
S73°53'10"W
S18°24'27"E
N12°07'09"E
S20°50'17"W
N39°56'18"E
S35°35'43"W
N89°01'14"W
S67°02'03"E
S85°41'00"E
N73°47'42"E
N40°06'34"E
S61°13'33"W
N31°12'03"W
N20°47'37"E
CHORD
160.75
129.68
85.34
57.03
29.11
18.68
64.49
83.70
35.63
16.30
104.18
47.02
20.61
119.99
25.00
95.27
164.61
24.36
25.46
115.68
CURVE TABLE
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
RADIUS
476.94
250.00
250.00
250.00
250.00
250.00
250.00
625.00
775.00
775.00
575.00
525.00
525.00
325.83
325.00
325.00
325.00
575.00
275.00
18.00
LENGTH
99.34
26.60
98.55
101.20
102.88
139.69
86.70
115.29
16.53
126.42
119.71
62.01
47.29
75.67
118.28
99.89
230.85
71.86
83.23
25.62
TANGENT
49.85
13.31
49.92
51.30
52.18
71.72
43.79
57.81
8.27
63.35
60.07
31.04
23.66
38.00
59.80
50.34
120.53
35.97
41.94
15.53
DELTA
11°56'01"
6°05'43"
22°35'10"
23°11'38"
23°34'41"
32°00'53"
19°52'09"
10°34'08"
1°13'21"
9°20'48"
11°55'41"
6°46'02"
5°09'39"
13°18'20"
20°51'05"
17°36'35"
40°41'49"
7°09'36"
17°20'28"
81°33'39"
CHORD BEARING
N33°46'45"E
S36°43'23"W
S22°22'56"W
S0°30'28"E
S23°53'37"E
S51°41'25"E
S82°23'18"E
N82°23'33"E
S77°43'09"W
S83°00'13"W
N86°21'32"W
S83°46'43"E
S89°44'33"E
N81°00'25"E
N63°54'41"E
N44°40'51"E
N15°31'39"E
N72°37'14"W
S77°42'41"E
N45°36'05"W
CHORD
99.16
26.58
97.91
100.51
102.15
137.88
86.26
115.13
16.53
126.28
119.49
61.97
47.27
75.50
117.62
99.50
226.02
71.81
82.91
23.51
CURVE TABLE
CURVE
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
RADIUS
275.00
275.00
275.00
475.00
625.29
825.00
825.00
575.00
200.00
200.00
525.00
521.36
525.00
18.00
475.00
483.59
525.00
522.03
525.00
525.00
LENGTH
107.25
223.00
113.71
96.40
132.61
119.47
32.71
106.07
258.70
202.39
41.73
125.60
70.64
28.27
91.69
59.15
93.64
73.08
68.14
77.80
TANGENT
54.32
118.04
57.68
48.36
66.55
59.84
16.36
53.18
151.02
110.82
20.88
63.11
35.37
18.00
45.99
29.61
46.95
36.60
34.12
38.97
DELTA
22°20'47"
46°27'39"
23°41'26"
11°37'39"
12°09'03"
8°17'50"
2°16'19"
10°34'08"
74°06'45"
57°58'52"
4°33'17"
13°48'12"
7°42'31"
90°00'00"
11°03'34"
7°00'31"
10°13'10"
8°01'15"
7°26'13"
8°29'28"
CHORD BEARING
N6°21'08"E
N40°45'21"E
N75°49'54"E
S86°30'33"E
N86°14'59"W
S83°31'42"W
S78°14'38"W
N82°23'33"E
S55°16'01"E
S10°46'48"W
N37°29'36"E
N28°20'16"E
N17°39'13"E
S58°47'58"W
N70°40'15"W
N61°34'25"W
S63°06'56"E
S72°12'47"E
S79°55'09"E
S87°52'59"E
CHORD
106.58
216.94
112.90
96.23
132.36
119.37
32.71
105.92
241.04
193.87
41.72
125.30
70.58
25.46
91.54
59.12
93.52
73.02
68.10
77.73
CURVE TABLE
CURVE
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C77
C78
RADIUS
475.00
475.00
224.92
625.00
525.00
525.00
475.00
475.00
475.00
475.00
525.00
525.00
435.00
435.00
373.93
LENGTH
47.08
84.97
78.85
78.10
123.37
22.58
93.75
38.30
87.25
63.59
104.37
62.35
84.31
110.63
35.02
TANGENT
23.56
42.60
39.83
39.10
61.97
11.29
47.03
19.16
43.75
31.84
52.36
31.21
42.29
55.61
17.52
DELTA
5°40'44"
10°14'56"
20°05'09"
7°09'36"
13°27'51"
2°27'49"
11°18'29"
4°37'12"
10°31'29"
7°40'13"
11°23'27"
6°48'15"
11°06'17"
14°34'16"
5°21'56"
CHORD BEARING
N89°17'21"W
N81°19'31"W
S79°04'57"E
N72°37'14"W
N82°55'58"W
S89°06'12"W
S86°28'28"E
S78°30'38"E
S70°56'18"E
S61°50'27"E
N63°42'04"W
N72°47'55"W
N83°00'11"W
S45°43'08"W
S41°06'49"W
CHORD
47.06
84.85
78.44
78.05
123.09
22.57
93.59
38.29
87.13
63.54
104.20
62.31
84.18
110.33
35.00
LINE TABLE
LINE
L1
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L24
L25
L26
LENGTH
31.44
57.69
27.31
26.13
92.37
175.15
226.92
40.30
92.99
86.14
15.90
179.17
51.17
47.82
34.16
132.77
77.52
111.68
73.97
36.23
BEARING
S51°34'09"E
S38°08'59"W
S32°53'54"W
N32°53'54"E
N38°25'51"E
S76°12'03"E
S76°12'03"E
S13°47'58"W
S39°46'14"W
S39°46'14"W
N87°40'37"E
N87°40'37"E
N87°40'37"E
N87°40'37"E
N87°40'37"E
N87°40'37"E
N87°40'37"E
S87°40'37"W
S87°40'37"W
S87°40'37"W
LINE TABLE
LINE
L27
L28
L29
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
LENGTH
46.78
11.46
146.95
87.84
78.84
100.29
40.30
270.30
33.20
22.18
42.30
72.53
55.35
53.00
42.30
22.18
141.28
150.22
147.88
178.02
BEARING
S87°42'17"W
S87°40'37"W
S87°40'37"W
S87°40'37"W
N39°42'32"E
N39°49'09"E
N13°47'58"E
S76°12'02"E
S76°12'02"E
S76°12'02"E
N87°52'17"E
S76°12'02"E
N76°12'02"W
N76°12'02"W
S87°52'17"W
N76°12'02"W
N76°12'30"W
N76°12'03"W
N76°11'29"W
N76°12'31"W
LINE TABLE
LINE
L48
L49
LENGTH
91.87
32.47
BEARING
N76°11'09"W
N76°22'50"W
C2.0 OVERALL SUBDIVISION PLANM. MARTIN
M. MARTIN
R. RINGLER
1" = 150'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 1/14/2021 1:01 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 1/14/2021 1:01 PM | by Maegan Martin0 300'
SCALE 1"=150'
150'NAD 83NOTES:
1.ALL PROPOSED ROADS ARE TO BE NCDOT
MAINTAINED.
2.ALL LOTS SHALL BE SERVED WITH PRIVATE
SEPTIC.
3.ALL LOTS SHALL BE SERVED WITH PUBLIC
WATER.
4.BOUNDARY SURVEY PROVIDED BY VAUGHN
SURVEYING CO., INC. DATED MARCH 25, 2019.
TYPICAL RESIDENTIAL COLLECTOR ROAD
N.T.S
C2.1 C2.2
C2.3 C2.4
C2.5
1.TYPE OF SUBMITTAL:CONSTRUCTION DOCUMENTS
2.DEVELOPMENT:COLDWATER (PROJECT ID: 349867)
3.PIN #:6690-35-6657 (FORSYTH), 6990-45-8600 (GUILFORD)
4.ADDRESS:8228 COLDWATER ROAD, STOKESDALE, NC 27357
5.CURRENT ZONING:RS-40S (FORSYTH), AG (GUILFORD)
6.ADJACENT ZONING:AG, RS-40S
7.PROPOSED ZONING: RS-40S (FORSYTH), AG (GUILFORD)
8.PROPOSED USE:RESIDENTIAL BUILDING SINGLE-FAMILY
9.ADJACENT USE:RESIDENTIAL SINGLE-FAMILY, VACANT
10.DEED BOOK REFERENCE:DB 7787 - PG 2290 (GUILFORD), DB 3273 - PG 1847 (FORSYTH)

11.PROJECT LOT AREA:11.89 AC (GUILFORD), 66.39 AC (FORSYTH) ; 78.279 AC TOTAL
12.TOTAL # OF LOTS:56 SINGLE-FAMILY (2 REMOTE SEPTIC)
13.DENSITY:56 UNITS / 78.279 AC = 0.72 UNITS/AC
14.COORDINATES:36.23, -80.04
15.RIVER BASIN:ROANOKE RIVER BASIN
16.SOIL TYPES:FaC, Gu, PpC2, PpD2, FeE2, FaD, DaA
17.WATERSHED:DAN RIVER (UNPROTECTED)
18.LINEAR FOOTAGE OF STREET:6,702 LF (PUBLIC)
19.BUILT UPON AREA:3.35 AC (4.28%)
20.PARKING REQUIRED:1 SPACE PER 125 SF OF POOL AREA (FUTURE POOL)
1 SPACE PER 25 LOTS (FOR CLUSTER BOX UNIT)
= (1,000 SF (POOL)/ 125 SF) + (56 LOTS/ 25 LOTS)
= 8 SPACES + 3 SPACES = 11 PARKING SPACES REQUIRED
21.PARKING PROVIDED:11 SPACES (1 ADA/ VAN ACCESSIBLE SPACE)
SITE DATA
JURISDICTIONAL
TRIBUTARY
N 56°
1
0'
5
9
"
E
199.9
6'
PIN: 6990-15-7869.00
N/F: DUKE POWER COMPANY
DB 1005 PG 397
ZONING: AG
PIN: 6990-27-4148.00
N/F: DUKE POWER COMPANY
ZONING:AG
JURISDICTIONAL
WETLAND
BENT
1/2"IPF
JURISDICTIONAL
TRIBUTARYC1240,938 SF
40,146 SF
62,184 SF
40,230 SF
40,186 SF
40,371 SF
40,660 SF
48,425 SF
1
2
3
4
5
6
7
8
10**
11
12
13
14
15
16
38
55
47,182 SF
54
42,032 SF
45,118 SF
40,060 SF
40,258 SF
40,915 SF
40,194 SF
60,045 SF
47,703 SF
40,554 SF
44,806 SF
56
9
6A
28,253 SF
20A
20,229 SF
20' PUBLIC DRAINAGE
EASEMENT
345.46'
284.
7
4
'
2
6
5
.
5
7
'
267
.
1
0
'
25
7
.
9
7
'207.93
'224.97'283.89
'
278.0
1
'
257.94'
300.2
4
'
1
7
3
.
3
1
'
21
9
.
1
1
'173.93'184.82'96.24'107.16'116.62'107.60'113.03'12
1
.
2
1
'134.69'97.44'100.24'92.93'69.91'40.88'40.88'64.22'139.70'36.1
3'
60.0
4'
C1
C2
L6C3L7C4C5C6
C7
C8C9 C10C11L8C13L9C14
C1
5
C16
C17 C18C19 L10
L11
C20C21C22L13L14C23C24C51L32L33C52C53L46
L47
L48
L49
C74
99.98'119.40'5
1
.
2
0
'
37.21'225.12'59.52'C77
C78L
1
199.57'
20 FT ACCESS
LANE TO LAKE
REMOTE SEPTIC AREA
FOR LOT #20
REMOTE SEPTIC AREA
FOR LOT #6COLDWATER TERRACE(50' R/W)
BRIGHT WATER LANE
(50' R/W)
COLD
W
A
T
E
R

T
E
R
R
A
C
E
(50' R/
W
)BOATHOUSE WAY
(50' R/W)
20' PUBLIC DRAINAGE
EASEMENT
℄R410'
℄R200'
℄R500'
℄R400'
20'
20'
R30'
R30'
9'
17.5'
R30'R30'
20'
R20'R20'
26'
R5'
16
3
.
2
3
'
99.27'53.39
'
R33.5'
R44.5'
10' PRIVATE SEPTIC
EASEMENT
10' PRIVATE SEPTIC
EASEMENT
(DESIGNATED
OPEN SPACE)
(DESIGNATED
OPEN SPACE)
FUTURE OPEN MAIL
KIOSK COMMUNITY
CENTER
20' PUBLIC DRAINAGE
EASEMENT
HANDICAP
PARKING
SIGNAGE (TYP)
9'
9'
R76'R50'
R5'
WHEEL STOP
(TYP)
195.41'
65.38'
66.80'
17.
6
1
'
25.11'
23.00'224.94'24" STOP BAR
& STOP SIGN
213.76'49,262 SF
RETAINING WALL
DESIGNED BY
OTHERS (TYP)
RETAINING WALL
DESIGNED BY
OTHERS (TYP)
PHA
S
E
1
PHA
S
E
2
C2.1 SUBDIVISION PLAN - NWM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 1/14/2021 1:01 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83NOTES:
1.ALL PROPOSED ROADS ARE TO BE NCDOT
MAINTAINED.
2.ALL LOTS SHALL BE SERVED WITH PRIVATE
SEPTIC.
3.ALL LOTS SHALL BE SERVED WITH PUBLIC
WATER.
4.SEE SHEET C2.0 FOR SITE DATA.
5.SEE SHEET C2.0 FOR LINE AND CURVE DATA
CHARTS.
SITE LEGEND
XEXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
FENCE
SIGN
WHEEL STOP
PROPERTY SETBACK
EASEMENT
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE SIDEWALKS
HEAVY DUTY CONCRETE
MATCHLINESHEET C2.2MATCHLINE
SHEET C2.3
NO SCALE
DENOTES ASPHALT PAVEMENT ON PLANS
6" NCDOT ABC STONE
2" NCDOT S-9.5B (PLACED IN SINGLE LIFT)
6" COMPACTED SUBGRADE (100% ASTM D698)
LIGHT DUTY PAVEMENT SECTION
(PARKING STALLS)
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE GEOTECH REPORT
PREPARED BY FROEHLING & ROBERTSON, INC. DATED APRIL 14, 2020.
NO SCALE
HEAVY DUTY PAVEMENT SECTION
DENOTES ASPHALT PAVEMENT ON PLANS
6" NCDOT ABC STONE
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE
GEOTECH REPORT PREPARED BY FROEHLING & ROBERTSON, INC.
DATED APRIL 14, 2020.
6" COMPACTED SUBGRADE
(100% ASTM D698)
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0C
X
X
X
X XXXFORSYTH COUNTYGUILFORD COUNTYPIN: 6990-36-5854
N/F: LOUZIEL C. SCALES
DB 792 PG 349
ZONING: AG
PB 12 PG 76
CMNF
CMNF
S76°1
3
'
5
6
"
E
2,215.
4
0
'N01°17'26"E243.18'X X28" TREE
40,083 SF
40,313 SF
30
38
39
40
40,168 SF
54
40,289 SF
45,590 SF
48,553 SF
40,387 SF
40,923 SF
43,399 SF
42,032 SF
4645
44
43
42
41
40,258 SF
29
40,111 SF
40,407 SF
41,463 SF
40,174 SF
41,219 SF
46,281 SF
53
52
51
50
49
48
47
40,427 SF
20' DRAINAGE
EASEMENT
20' PUBLIC DRAINAGE
EASEMENT
277.
5
8
'
29
8
.
4
8
'
25
7
.
9
7
'142.87'264.15'252.40'277.10'338.47'150.96'
150.90'
155.86'
129.24'32.95'
160.69'105.27'L11
C20L12C21C22C38C39
L22
C40
C41L23C42L33C52C53C54L34C55
L35
L36
C56
C5
7
C5
8
C59
L37
C60
C61 L38
C62 C63
L39
C64
C65
L40
L41
C66
C67L42
C68
C69L43
C70
C7
1
C7
2
C73
L44
L45
L46
31.81'
104.93'34.98'261.87'275.21'245.84'225.88'231.39'226.71'225.45'195.02'195.34'PHASE 1
(42.73 AC)
COLD
W
A
T
E
R

T
E
R
R
A
C
E
(50' R/
W
)
COLD
W
A
T
E
R

T
E
R
R
A
C
E
(50' R/
W
)BOATHOUSE WAY(50' R/W)℄R250'
℄R300'
℄R500'℄R500'
℄R600'
℄R500'
℄R500'
℄R500'
R30'
R30'R30'
20'
20'
20'
20'
R30'
10' PRIVATE SEPTIC
EASEMENT
PHASE
BOUNDARY
24" STOP BAR
& STOP SIGN
24" STOP BAR
& STOP SIGN
24" STOP BAR
& STOP SIGN
PHASE 2PHASE 1PH
A
S
E

1
PH
A
S
E

2
C2.2 SUBDIVISION PLAN - NEM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 1/14/2021 1:01 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83TYPICAL RESIDENTIAL COLLECTOR ROAD
N.T.S
SITE LEGEND
XEXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
FENCE
SIGN
WHEEL STOP
PROPERTY SETBACK
EASEMENT
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE SIDEWALKS
HEAVY DUTY CONCRETE
MATCHLINESHEET C2.1MATCHLINE
SHEET C2.4
NOTES:
1.ALL PROPOSED ROADS ARE TO BE NCDOT
MAINTAINED.
2.ALL LOTS SHALL BE SERVED WITH PRIVATE
SEPTIC.
3.ALL LOTS SHALL BE SERVED WITH PUBLIC
WATER.
4.SEE SHEET C2.0 FOR SITE DATA.
5.SEE SHEET C2.0 FOR LINE AND CURVE DATA
CHARTS.SHEET C2.5MATCHLINENO SCALE
HEAVY DUTY PAVEMENT SECTION
DENOTES ASPHALT PAVEMENT ON PLANS
6" NCDOT ABC STONE
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE
GEOTECH REPORT PREPARED BY FROEHLING & ROBERTSON, INC.
DATED APRIL 14, 2020.
6" COMPACTED SUBGRADE
(100% ASTM D698)
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0C
PIN: 6990-24-0998.00
N/F: DUKE POWER COMPANY
DB 1005 PG 453
ZONING:
69,741 SF
86,073 SF
56,364 SF
40,230 SF
10**16
17
37
38
42,032 SF
44,535 SF
60,045 SF
18
19
20
47,703 SF
42,587 SF
20' PUBLIC DRAINAGE
EASEMENT
282.74'141.
5
0'
357.65'
345.46'
25
7
.
9
7
'
291.32'184.82'279.01'134.69'97.44'100.24'C24C25C26C
2
7
C28 L15
C
5
0C51
67.85'206.09'70.02'
71.75'
124.27'
PHASE 2
(33.21 AC)
FLOODWAY FROM
BELEWS LAKE FOLLOWS
PROPERTY LINE
20 FT COMMUNITY
ACCESS LANE AND
OPEN SPACE AREA
REMOTE SEPTIC AREA
FOR LOT #6
℄R225'
20'
10' PRIVATE SEPTIC
EASEMENT
60.10'59.2
6'
119.8
5'
161.18'213.76'C2.3 SUBDIVISION PLAN - SWM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 1/14/2021 1:01 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83SITE LEGEND
XEXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
FENCE
SIGN
WHEEL STOP
PROPERTY SETBACK
EASEMENT
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE SIDEWALKS
HEAVY DUTY CONCRETE MATCHLINESHEET C2.4SHEET C2.1
MATCHLINE
NOTES:
1.ALL PROPOSED ROADS ARE TO BE NCDOT
MAINTAINED.
2.ALL LOTS SHALL BE SERVED WITH PRIVATE
SEPTIC.
3.ALL LOTS SHALL BE SERVED WITH PUBLIC
WATER.
4.SEE SHEET C2.0 FOR SITE DATA.
5.SEE SHEET C2.0 FOR LINE AND CURVE DATA
CHARTS.
NO SCALE
HEAVY DUTY PAVEMENT SECTION
DENOTES ASPHALT PAVEMENT ON PLANS
6" NCDOT ABC STONE
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE
GEOTECH REPORT PREPARED BY FROEHLING & ROBERTSON, INC.
DATED APRIL 14, 2020.
6" COMPACTED SUBGRADE
(100% ASTM D698)
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0C
S 87°40'37" W
1483.80'S 00°22'16" W113.21'FORSYTH COUNTYGUILFORD COUNTYPIN: 6990-34-9796
N/F: DUKE POWER COMPANY
DB 1005 PG 397
ZONING: AG
20" TREE
TREE
EDGE (TYP)
57,166 SF
41,417 SF
41,010 SF40,533 SF
54,596 SF
42,314 SF
41,544 SF
40,206 SF
23
24
26
30
31
28
33
34
35
36
37
38
42,032 SF
44,535 SF
40,100 SF
43,975 SF
42,035 SF
42,724 SF
40,049 SF
40,260 SF
40,002 SF
20
22
25
21
27
42,587 SF
32
20' PUBLIC DRAINAGE
EASEMENT
20' PUBLIC DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
317.05
'240.25'225.00'227.13'221.82'225.00'238.46'248.71'25
7
.
9
7
'
291.32'225.00'303.12'270.50'243.03
'224.91'236.51'243.81'150.96'
150.90'
155.86'
129.24'32.95'
160.69'105.27'3
2
7
.
0
5
'
C28 L15 L16 L17 C29 C30
C31
L18 L19
C32 C33 C34 L20 L21 C35
C36 C37C38C42C43C44
L24L25
C45C46L26L27
C47
C48C49
L28L29L31
31.81'
104.
93'
34.98'
2
0
7
.
3
8
'
206.09'67.75'
124.27'
103.39'113.21'10 FT PUBLIC ACCESS
EASEMENT
BOATHOUSE WAY
(50' R/W)
℄R300'
℄R300'
℄R500'
℄R600'
℄R800'
℄R600'
20'
20'
10' PRIVATE SEPTIC
EASEMENT
PH
A
S
E

1
PH
A
S
E

2
C2.4 SUBDIVISION PLAN - SEM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 1/14/2021 1:01 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83SITE LEGEND
XEXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
FENCE
SIGN
WHEEL STOP
PROPERTY SETBACK
EASEMENT
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE SIDEWALKS
HEAVY DUTY CONCRETEMATCHLINESHEET C2.3SHEET C2.2
MATCHLINE
NOTES:
1.ALL PROPOSED ROADS ARE TO BE NCDOT
MAINTAINED.
2.ALL LOTS SHALL BE SERVED WITH PRIVATE
SEPTIC.
3.ALL LOTS SHALL BE SERVED WITH PUBLIC
WATER.
4.SEE SHEET C2.0 FOR SITE DATA.
5.SEE SHEET C2.0 FOR LINE AND CURVE DATA
CHARTS.
NO SCALE
HEAVY DUTY PAVEMENT SECTION
DENOTES ASPHALT PAVEMENT ON PLANS
6" NCDOT ABC STONE
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0C
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE
GEOTECH REPORT PREPARED BY FROEHLING & ROBERTSON, INC.
DATED APRIL 14, 2020.
6" COMPACTED SUBGRADE
(100% ASTM D698)
X
X
OHPOHPOHPOHPOHPOHPOHPXXXJURISDICTIONAL
WETLAND
JURISDICTIONAL
TRIBUTARIES
241.95'129.37'248.07'
349.82'
N 88°33'53" E
( 1027.80' )
26.72'
31.87'S 09°08'49" W808.34'N 88°33'53" E
31.87'
PIN: 6990-46-8354.00
N/F: CHRISTOPHER S. ANDRESS AND
SPOUSE, AMY K. ANDRESS
DB 7958 PG 2377
ZONING: AG
PB 92 PG 82
COLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAYE/PE/PBARBED WIRE
FENCE ENCROACHES
1/2"IPF
CMNF
CMNF
N01°17'26"E243.18'N88°30'30"E
380.47'OHPX XX30' STREAM
BUFFER
28" TREE
100-YR
FLOODPLAIN
(ZONE AE)
(5) UNKNOWN
SIZE TREES
24"
SYCAMORE
JURISDICTIONAL
TRIBUTARY
NCDOT 10'x70'
SIGHT TRIANGLE
(TYP)
COL
D
W
A
T
E
R
T
E
R
R
A
C
E
(50' R/
W)
℄R250'
℄R250'
20'
FAMILY RECREATIONAL
FIELD (110'X170')
NEW TREE LINE (TYP)
24" STOP BAR
& STOP SIGN
24" STOP BAR
& STOP SIGN
NCDOT 10'x70'
SIGHT TRIANGLE
(TYP)
20'
7' GRASS
SHOULDER
30' BRIDGE
SPAN
R30'
R30'
HEADWALL
HEADWALL
C2.5 SUBDIVISION PLAN - EASTM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 1/14/2021 1:01 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83TYPICAL RESIDENTIAL COLLECTOR ROAD
N.T.S
SITE LEGEND
XEXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
FENCE
SIGN
WHEEL STOP
PROPERTY SETBACK
EASEMENT
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE SIDEWALKS
HEAVY DUTY CONCRETE
MATCHLINESHEET C2.2NOTES:
1.ALL PROPOSED ROADS ARE TO BE NCDOT
MAINTAINED.
2.ALL LOTS SHALL BE SERVED WITH PRIVATE
SEPTIC.
3.ALL LOTS SHALL BE SERVED WITH PUBLIC
WATER.
4.SEE SHEET C2.0 FOR SITE DATA.
5.SEE SHEET C2.0 FOR LINE AND CURVE DATA
CHARTS.
NO SCALE
HEAVY DUTY PAVEMENT SECTION
DENOTES ASPHALT PAVEMENT ON PLANS
6" NCDOT ABC STONE
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE
GEOTECH REPORT PREPARED BY FROEHLING & ROBERTSON, INC.
DATED APRIL 14, 2020.
6" COMPACTED SUBGRADE
(100% ASTM D698)
FLOODPLAIN
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0C
OHPOHPOHPXFORSYTH COUNTYGUILFORD COUNTYFORSYTH COUNTYGUILFORD COUNTYELLIPTICAL CMP 9.5'x6'
INV.: 744.27'
ELLIPTICAL CMP 9.5'x6'
INV.: 743.95'
18"CMP
INV.: 742.89'
18"CMP
INV.: 742.40'
15"RCP
INV.: 737.78'
ELLIPTICAL CMP 11.5'x7'
INV.: 728.41'
ELLIPTICAL CMP 11.5'x7'
INV.: 728.34'
18"CMP
INV.: 743.15'18"CMP
INV.: 742.00'COLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAYE/PE/PE/P
E/PE/P
E/P
760
765
770
775
780
785
790
795
775780785790785
780
795790
800
800802 795
790
785
790795800805810
810812 8
0
5 810815820825 8258
2
5820815810805800795790785780775
770
770775
780
785 790795
800805810
805
800
79
5
803
830831830831830829
828
827
82
5
82
0
81
5
810
80
5
800
795
790
7
9
5 800805810815820825830832825820815805800800
800
797
795790785780777
776
775
77
4
772775780785786790795800805
810
80
5
810
812
814
815
810
805
765760
760765770768765761
7657707
7
0
7
6
5
7647657707717707687
6
5
7
6
0
76
2 775770
7
7
5 77677
0
7
7
5
7
7
4 77375576076577076575575375575375
2
7507467
4
8
768765
760
766767755750
745
740
735 73573774
0
734
728 739740735735745740750740745752745750750745747745748747742745748747740740741754748751743738
760755754775780
7857807
7
0
76
9
7
7
5 795775775770765775
780
785 770OHP OHPOHPOHPOHPOHP750750750750 770770770100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
7
5
0
7
7
0
750
TREE
EDGE (TYP)
BOATHOUSE WAY
(50' PUBLIC R/W)
BOATHOUSE WAY
(50' PUBLIC R/W)
BRIGHT WATER LANE
(50' PUBLIC R/W)
COLD WATER TERRACE
(50' PUBLIC R/W)
COLD WATER TERRACE
(50' PUBLIC R/W)8''W
8''W
6''W
2''W8''
W 8''W
8''W8''W8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W8''W8''W
8''W8''
W 8''W
8''W 8''W
8''W 8''WEXISTING 8" WATERMAIN
8''W
8''W
8''W
8''W
8''W
8''W
C3.0 OVERALL GRADING AND DRAINAGE PLANM. MARTIN
M. MARTIN
R. RINGLER
1" = 150'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 1/14/2021 1:02 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 1/14/2021 1:02 PM | by Maegan Martin0 300'
SCALE 1"=150'
150'NAD 83TYPICAL RESIDENTIAL COLLECTOR ROAD
N.T.S
C3.1 C3.2
C3.3 C3.4
C3.5
GRADING AND DRAINAGE LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR800
CATCH BASIN
PROPOSED STORM SEWER
STORM CLEANOUT
800
TC
349.00'TOP OF CURB ELEVATION
SG
349.00'PROPOSED SPOT ELEVATION
STORM MANHOLE
NYOPLAST INLET
RIP RAP
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
EP
349.00'EDGE OF PAVEMENT ELEVATION
D
FLOOD PLAIN
NOTE: DRAINAGE EASEMENTS
OUTSIDE OF THE RIGHT-OF-WAY
ARE NOT TO BE MAINTAINED BY
NCDOT.
JURISDICTIONAL
TRIBUTARY
N 56°
1
0'
5
9
"
E
199.9
6'
PIN: 6990-15-7869.00
N/F: DUKE POWER COMPANY
DB 1005 PG 397
ZONING: AG
PIN: 6990-27-4148.00
N/F: DUKE POWER COMPANY
ZONING:AG
JURISDICTIONAL
WETLAND
760
765
770
775
780
785
790
795
775780785790785
780
795
790
800
800802 795
790
785
790795800805810
810812
8
0
5
810815820825
8
2
5820815810805800795790785
780775
770
770775
780
785
790795
800805810
805
800
79
5
803
828
827
82
5
8
2
0
81
5
810
80
5
7
9
5 800805810815820825830832BENT
1/2"IPF
750750750750 770770770JURISDICTIONAL
TRIBUTARY
40,938 SF
40,146 SF
62,184 SF
40,230 SF
40,186 SF
40,371 SF
40,660 SF
48,425 SF
1
2
3
4
5
6
7
8
10**
11
12
13
14
15
16
38
55
47,182 SF
54
42,032 SF
45,118 SF
40,060 SF
40,258 SF
40,915 SF
40,194 SF
60,045 SF
47,703 SF
40,554 SF
44,806 SF
56
9
6A
28,253 SF
20A
20,229 SF
COLDWATER TERRACE(50' R/W)
BRIGHT WATER LANE
(50' R/W)
COLD
W
A
T
E
R

T
E
R
R
A
C
E
(50' R/
W
)BOATHOUSE WAY
(50' R/W)
(DESIGNATED
OPEN SPACE)
(DESIGNATED
OPEN SPACE)
49,262 SF
25
27
26
38
40 3978
0
785 7907
9
5
800805810815820825781
782
783
784
7
8
6
7
8
7
7
8
8 7897917927937947
9
6
797798799801802803804806807808809811812813814816817818819821822823824805
810
81
5
82
0
825
802
803
804
806
807
808
809
811
812
81
3
81
4
81
6
81
7
81
8
81
9
82
1
82
2
82
3
824
826
827
828
829 8297857
9
0
795
7867877887897
9
1
79
2
793
794
796
797
CLASS "B" RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
CLASS "B" RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
EP
800.38
EP
800.38
EP
800.11
EP
800.11
EP
800.11
EP
799.70
EP
800.18
CLASS "B" RIPRAP OUTLET
PROTECTION
8' L X 3.75' W X 7" THICKNESS
D50 = 3"
59 LF 15" RCP
INV IN: 794.00
INV OUT: 793.00
TW: 799.00
BW: 793.00
TW: 800.48
BW: 794.00
TW: 800.00
BW: 794.00
TW: 838.00
BW: 838.00
TW: 800.16
BW: 796.00
28
29
30
31
32
33
34
3
5
36
376''W
6''W
6''W2''W
2'
'W
2''W
8
'
'W
8''
W
8''W
8''W 8''W 8''W8''W8''W8''W8''W
8''W
8''W15' PUBLIC WATER
EASEMENT
8''W
8''W
8''W
8''W
8''W8''W
8''W
8''W
STORM STRUCTURE TABLE
STRUCTURE #
25
27
38
40
TOP
782.97
780.84
777.53
774.87
STRUCTURE HEIGHT
3.91'
???'
4.70'
3.75'
DESCRIPTION
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
FLARED-END SECTION
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
FLARED-END SECTION
N/A
N/A
STORM PIPE TABLE
PIPE #
26
29
DIA
24"
18"
FROM - TO
25 - 27
28 - 30
UPSTREAM
INVERT
779.06
797.55
DOWNSTREAM
INVERT
778.59
786.33
SLOPE
0.50%
5.00%
LENGTH
94.84 LF
224.35 LF
DESCRIPTION
24 inch Class IV RCP
18 inch Class II RCP
C3.1 GRADING AND DRAINAGE PLAN - NWM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 1/14/2021 1:02 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C3.2MATCHLINE
SHEET C3.3
GRADING AND DRAINAGE LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR800
CATCH BASIN
PROPOSED STORM SEWER
STORM CLEANOUT
800
TC
349.00'TOP OF CURB ELEVATION
SG
349.00'PROPOSED SPOT ELEVATION
STORM MANHOLE
NYOPLAST INLET
RIP RAP
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
EP
349.00'EDGE OF PAVEMENT ELEVATION
D
X
X
X
X XXXFORSYTH COUNTYGUILFORD COUNTYPIN: 6990-36-5854
N/F: LOUZIEL C. SCALES
DB 792 PG 349
ZONING: AG
PB 12 PG 76
820825 8258
2
5
830831830831830829
828
827
82
5
82
0 830832825820815805800800
800
797
795790785780777
776
775
77
4
772775780785786790795800805
810
80
5
810
812
814
815
810
805
765760
760765770768765CMNF
CMNF
S76°1
3
'
5
6
"
E
2,215.
4
0
'N01°17'26"E243.18'X X28" TREE
40,083 SF
40,313 SF
30
38
39
40
40,168 SF
54
40,289 SF
45,590 SF
48,553 SF
40,387 SF
40,923 SF
43,399 SF
42,032 SF
4645
44
43
42
41
40,258 SF
29
40,111 SF
40,407 SF
41,463 SF
40,174 SF
41,219 SF
46,281 SF
53
52
51
50
49
48
47
40,427 SF
COLD
W
A
T
E
R

T
E
R
R
A
C
E
(50' R/
W
)
COLD
W
A
T
E
R

T
E
R
R
A
C
E
(50' R/
W
)BOATHOUSE WAY(50' R/W)24" CULVERT
C7
C9 C8C4
C6 770775780785790795800805810815820820825825
767768769771772773774776777778779781782783784786787788789791792793794796797798799801802803804806807808809811812813
814
816817818818819819821821822822823823824824826826827827
775825
830
835
774824
826
827
82
7
827828 828828
829 829829
831
832
833
834
836
837
838
839
C5
6E6D
6F
8''W
8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
8''W8''W
8''W
8''W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
STORM STRUCTURE TABLE
STRUCTURE #
C4
C6
C7
C9
TOP
765.33
762.62
811.25
808.40
DESCRIPTION
FLARED-END SECTION
FLARED-END SECTION
FLARED-END SECTION
FLARED-END SECTION
STORM PIPE TABLE
PIPE #
C5
C8
DIA
36"
24"
FROM - TO
C4 - C6
C7 - C9
UPSTREAM
INVERT
762.00
809.00
DOWNSTREAM
INVERT
759.29
806.15
SLOPE
2.70%
2.51%
LENGTH
100.25 LF
113.47 LF
DESCRIPTION
36 inch Class II RCP
24 inch Class II RCP
C3.2 GRADING AND DRAINAGE PLAN - NEM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 1/14/2021 1:02 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83TYPICAL RESIDENTIAL COLLECTOR ROAD
N.T.S
MATCHLINESHEET C3.1MATCHLINE
SHEET C3.4
GRADING AND DRAINAGE LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR800
CATCH BASIN
PROPOSED STORM SEWER
STORM CLEANOUT
800
TC
349.00'TOP OF CURB ELEVATION
SG
349.00'PROPOSED SPOT ELEVATION
STORM MANHOLE
NYOPLAST INLET
RIP RAP
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
EP
349.00'EDGE OF PAVEMENT ELEVATION
D
SHEET C3.5MATCHLINE
PIN: 6990-24-0998.00
N/F: DUKE POWER COMPANY
DB 1005 PG 453
ZONING:
8
2
0
81
5
810
80
5
800
795
790
7
9
5 8007
7
0
76
9775775770765775
780
785
750
7
5
0
7
7
0
69,741 SF
86,073 SF
56,364 SF
40,230 SF
10**16
17
37
38
42,032 SF
44,535 SF
60,045 SF
18
19
20
47,703 SF
42,587 SF
18
16
16B
20
17
19
16A790
790
795
800
805
810
791791792793
794
796
797
798
799
801
802
803
804
806
807
808
809
811
812
81
3
8''W8''W8'
'W
8'
'W
8''W
8''W
15' PUBLIC WATER
EASEMENT
STORM STRUCTURE TABLE
STRUCTURE #
16B
16
18
20
TOP
784.75
787.71
787.73
764.62
STRUCTURE HEIGHT
???'
10.27'
16.41'
6.37'
DESCRIPTION
FLARED-END SECTION
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
FLARED-END SECTION
STORM PIPE TABLE
PIPE #
16A
17
19
DIA
24"
24"
24"
FROM - TO
16B - 16
16 - 18
18 - 20
UPSTREAM
INVERT
782.50
777.44
771.32
DOWNSTREAM
INVERT
777.54
771.42
762.37
SLOPE
10.56%
13.00%
13.00%
LENGTH
47.00 LF
46.31 LF
68.88 LF
DESCRIPTION
24 inch Class II RCP
24 inch Class II RCP
24 inch Class II RCP
N/A
N/A
C3.3 GRADING AND DRAINAGE PLAN - SWM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 1/14/2021 1:02 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C3.4SHEET C3.1
MATCHLINE
GRADING AND DRAINAGE LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR800
CATCH BASIN
PROPOSED STORM SEWER
STORM CLEANOUT
800
TC
349.00'TOP OF CURB ELEVATION
SG
349.00'PROPOSED SPOT ELEVATION
STORM MANHOLE
NYOPLAST INLET
RIP RAP
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
EP
349.00'EDGE OF PAVEMENT ELEVATION
D
DEED LINES 87°40'37" W
1483.80'S 00°22'16" W113.21'CENTER OF ABANDONED RAILROAD BED
FORSYTH COUNTYGUILFORD COUNTYPIN: 6990-34-9796
N/F: DUKE POWER COMPANY
DB 1005 PG 397
ZONING: AG
82
0
775
77
4
772770768765761
7657707
7
0
7
6
5
764
7657707717707687
6
5
7
6
0
76
2 775770
7
7
5 77677
0
7
7
5
7
7
4 773760755754775780
785
7807
7
0
76
9
7
7
5 79577577020" TREE
750
TREE
EDGE (TYP)
57,166 SF
41,417 SF
41,010 SF40,533 SF
54,596 SF
42,314 SF
41,544 SF
40,206 SF
23
24
26
30
31
28
33
34
35
36
37
38
42,032 SF
44,535 SF
40,100 SF
43,975 SF
42,035 SF
42,724 SF
40,049 SF
40,260 SF
40,002 SF
20
22
25
21
27
42,587 SF
32
BOATHOUSE WAY
(50' R/W)
16B
13
11
11B
15 121411A6
8
10 797
7
5
77
5 7757757807857907
7
1
771
772 7
7
2772 772773773773773 774774774 774776777778779781782783784786787788789791791
79
2
792
CLASS "B" RIPRAP OUTLET
PROTECTION
20' L X 9' W X 16" THICKNESS
D50 = 7"
CLASS "B" RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
20' DRAINAGE
EASEMENT 6E6C6A
6B
6D
11C
11D
11E
11F
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''WSTORM STRUCTURE TABLE
STRUCTURE #
6
6B
6D
6F
8
10
11
11B
13
15
TOP
769.92
770.47
772.03
773.88
769.48
767.75
768.55
765.93
768.55
758.33
STRUCTURE HEIGHT
3.75'
3.49'
3.84'
4.72'
3.85'
6.66'
6.35'
???'
10.66'
6.54'
DESCRIPTION
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
FLARED-END SECTION
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
FLARED-END SECTION
(2) NCDOT STD. 840.18 CONC. GRATED DROP INLET
FLARED-END SECTION
STORM PIPE TABLE
PIPE #
6A
6C
6E
7
9
11A
11C
11E
12
14
37
DIA
24"
18"
18"
24"
24"
36"
18"
18"
36"
36"
24"
FROM - TO
6B - 6
6D - 6B
6F - 6D
6 - 8
8 - 10
11B - 11
11D - 11
11F - 11
11 - 13
13 - 15
36 - 38
UPSTREAM
INVERT
766.98
768.18
769.16
766.17
765.63
762.59
767.56
767.61
762.20
757.90
775.00
DOWNSTREAM
INVERT
766.27
767.48
768.28
765.73
765.50
762.30
763.70
763.70
758.00
755.00
772.93
SLOPE
0.50%
0.50%
0.50%
1.00%
1.00%
1.10%
2.00%
2.00%
9.50%
10.00%
0.50%
LENGTH
141.44 LF
141.46 LF
175.89 LF
44.22 LF
12.99 LF
26.53 LF
193.07 LF
195.31 LF
44.22 LF
28.97 LF
413.58 LF
DESCRIPTION
24 inch Class IV RCP
18 inch Class II RCP
18 inch Class II RCP
24 inch Class IV RCP
24 inch Class IV RCP
36 inch Class IV RCP
18 inch Class II RCP
18 inch Class II RCP
36 inch Class II RCP
36 inch Class II RCP
24 inch Class II RCP
N/A
N/A
N/A
C3.4 GRADING AND DRAINAGE PLAN - SEM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 1/14/2021 1:02 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C3.2SHEET C3.2
MATCHLINE
GRADING AND DRAINAGE LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR800
CATCH BASIN
PROPOSED STORM SEWER
STORM CLEANOUT
800
TC
349.00'TOP OF CURB ELEVATION
SG
349.00'PROPOSED SPOT ELEVATION
STORM MANHOLE
NYOPLAST INLET
RIP RAP
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
EP
349.00'EDGE OF PAVEMENT ELEVATION
D
X
X
OHPOHPOHPOHPOHPOHPOHPD.B. 7305 - PG. 2125
BILLY R. MOORE
ROBERT N. OGLESBY
D.B. 3524 - PG. 1476
( P.B. 103 - PG. 98 )
( FIRST TRACT )XXX241.95'129.37'248.07'
349.82'
N 88°33'53" E
( 1027.80' )
26.72'
31.87'S 09°08'49" W808.34'N 88°33'53" E
31.87'
± 21.276 ACRES
CONCRETE
MONUMENT
ELLIPTICAL CMP 9.5'x6'
INV.: 744.27'
ELLIPTICAL CMP 9.5'x6'
INV.: 743.95'
18"CMP
INV.: 742.89'
18"CMP
INV.: 742.40'
15"RCP
INV.: 737.78'
PIN: 6990-46-8354.00
N/F: CHRISTOPHER S. ANDRESS AND
SPOUSE, AMY K. ANDRESS
DB 7958 PG 2377
ZONING: AG
PB 92 PG 82
COLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAYE/PE/PBARBED WIRE
FENCE ENCROACHES 20' UTILITY EASEMENT760
76076576875576076577076575575375575375
2
7507467
4
8
745747740740741 754748751
743738
1/2"IPF
CMNF
CMNF
N01°17'26"E243.18'N88°30'30"E
380.47'OHPX XX28" TREE
100-YR
FLOODPLAIN
(ZONE AE)
(5) UNKNOWN
SIZE TREES
COL
D
W
A
T
E
R
T
E
R
R
A
C
E
(50' R/
W)
81" X 59"
CORRUGATED METAL
ARCHED PIPE
C1
C3 C2C4
C6
STORM STRUCTURE TABLE
STRUCTURE #
C1
C3
C7
C9
TOP
750.88
750.52
811.25
808.40
STRUCTURE HEIGHT
???'
???'
???'
???'
DESCRIPTION
NCDOT 838.80 CONC. ENDWALL
NCDOT 838.80 CONC. ENDWALL
FLARED-END SECTION
FLARED-END SECTION
STORM PIPE TABLE
PIPE #
C2
C8
DIA
83"
24"
FROM - TO
C1 - C3
C7 - C9
UPSTREAM
INVERT
746.26
809.00
DOWNSTREAM
INVERT
745.90
806.15
SLOPE
1.00%
2.51%
LENGTH
35.95 LF
113.47 LF
DESCRIPTION
83 x 53 inch Concrete Horizontal Elliptical Culvert
24 inch Class II RCP
81"X59" CORRUGATED METAL ARCHED PIPE755760
765770754
7567577587597617
6
2
763764766767768769771772N/A
N/A
CLASS "B" RIPRAP OUTLET
PROTECTION
20' L X 9' W X 16" THICKNESS
D50 = 7"
VAR.C5
N/A
N/A
8''W 8''W8''W8''W
8''W
8''W
8''W8''W8''W8''W8''W15' PUBLIC WATER
EASEMENT
C3.5 GRADING AND DRAINAGE PLAN - EASTM. MARTIN
M. MARTIN
R. RINGLER
1" = 50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 1/14/2021 1:02 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83TYPICAL RESIDENTIAL COLLECTOR ROAD
N.T.S
MATCHLINESHEET C3.2GRADING AND DRAINAGE LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR800
CATCH BASIN
PROPOSED STORM SEWER
STORM CLEANOUT
800
TC
349.00'TOP OF CURB ELEVATION
SG
349.00'PROPOSED SPOT ELEVATION
STORM MANHOLE
NYOPLAST INLET
RIP RAP
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
EP
349.00'EDGE OF PAVEMENT ELEVATION
D
NOTE: CONTRACTOR MAY SUBSTITUTE CONCRETE ARCH
PIPE FOR CMP ARCH PIPE. CONTRACTOR REQUIRED
TO SUBMIT SHOP DRAWINGS FOR REVIEW AND
APPROVAL.
C7.0 NOTES AND DETAILSM. MARTIN
M. MARTIN
R. RINGLER
AS SHOWN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THEGREENSBORO OFFICES:\107\44636-Coldwater\DWG\Sheet\CD\C7.0 - NTDT.dwg | Plotted on 1/14/2021 1:06 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
01/12/2021
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/202001/12/2021NCDOT COMMENTSGUILFORD COUNTY COMMENTSNOTE
HANDICAP SPACES FOR PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED
BY ABOVE-GRADE SIGNS STATING "RESERVED PARKING". PROVIDE ONE R7-8 SIGN AT
EACH HANDICAP PARKING, AS INDICATED ON THE SITE PLAN, ON EITHER A FACING
WALL OR ON A 1-1/2" DIAMETER, STEEL POST, PAINTED BLACK, AND SET IN A 12"
CONCRETE FOOTING, AS SHOWN ABOVE. THE SIGN WILL BE ALUMINUM (PAINTED
WHITE), WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE
BOTTOM OF THE SIGN SHALL BE FIVE FEET ABOVE GRADE. TYPICAL ACCESSIBLE
SIGNS SHALL CONFORM TO THE SOUTH CAROLINA ACCESSIBILITY CODE.1/4" PER 1' MAX.1/4" PER 1' MAX.
HANDICAP PARKING DETAIL
NO SCALE
8' MIN.8' MIN.8' MIN.9'
18'
WHEEL STOP
(TYP.)
3'
PRECAST BUMPER BLOCK (WHEEL STOP)
NO SCALE
7-1/2"
5"
ANCHOR WITH 5 8" REBAR
IMBEDDED 24" IN GROUND
(2 PER WHEEL STOP)
6'-0" LENGTH
MAXIMUM
PENALTY
$250
RESERVED
PARKING
ACCESSIBLE
VAN
HANDICAP PARKING SIGN
NO SCALE
SLOPE TO DRAIN TOP
OF CONCRETE FOOTING
SIGN FACE TO BE
ATTACHED TO POST W/
GALVANIZED CARRIAGE
BOLTS
SIGN R7-8
SIGN R7-8
SIGN R7-8D PLACED
UNDER SIGN
PLACED OVER SIGN
AT VAN PARKING
SPACE
9"
18"
9"
12"
12"
DIA.
12"60"(CONDITION 1)4"
ADA
ACCESSIBLE
PARKING SIGNS
#57 WASHED STONE PLACED TO
A HEIGHT OF 16" MINIMUM
ABOVE THE TOP OF BOX
GALVANIZED HARDWARE
WIRE EXTENDS TO THE
TOP OF THE BOX
STANDARD METAL POSTS
2'-0" IN GROUND
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT
RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED.
INLET PROTECTION
NO SCALE
CROSS SECTION
PROPOSED STREET,
25' OR WIDTH OF
WHICHEVER IS
EXISTING ROADWAY
6" MIN.
PLAN VIEW
35' MIN.
ROADWAY
EXISTING
50' MIN.
GREATER.
NEW CONSTRUCTION15' MIN.
12" MIN.
2"-3" STONE TO BE USED
(SURGE STONE OR RAILROAD
BALLAST)
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
FABRIC UNDER STONE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
TWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
EXISTING ROADWAY
6" MIN.
35' MIN.
NEW CONSTRUCTION
15' MIN.
12" MIN.
FABRIC UNDER STONE
ENTRANCE GRADE GREATER
THAN 2%
6" TO 8" STONE RIDGE
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
A A
I.D.
PLAN VIEW
SECTION 'A-A'
FILTER
FABRIC
d
L
PIPE
PIPE
MAINTENANCE
RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES.
CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
OUTLET PROTECTION
NO SCALE
3 * I.D.
L
W
FI
L
L

S
L
O
P
E
WASTE MATERIAL-COMPACT,
SEED & MULCH AFTER
CONSTRUCTION OF DITCHVAR.
2' - 10'
VAR.
0' - 2'
CROSS SECTIONAL VIEW
2:1

M
A
X
.
2:1 M
A
X.
12"
2' MIN.
12"
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA
PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND
THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.2:1 MAX.
2
:
1
M
A
X
.
TEMPORARY DIVERSION DITCH (*NCDEQ 6.20)
NOT TO SCALE
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW
AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT
OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING,
MULCH WITH TAC, AND/OR EROSION CONTROL NETTING
5.LINE DITCH BENDS W/ CLASS A RIPRAP
EMERGENCY SPILLWAY ELEVATION
2:1
SLOPE
ELEVATION 2:1 SLOPETOP OF DAM
TEMPORARY SKIMMER
SCHEDULE 40
PVC PIPE
POROUS BAFFLES
OF DAM
CENTERLINE
CONNECT FLEXIBLE
TUBING TO ORIFICE 2:1AT ENTRANCE
(CREST) OF SPILLWAY
NO SCALE
EMERGENCY SPILLWAY DETAIL2:1
DEPTH
W
NOTE: INSTALL RUBBER
GASKETS ON ALL PIPE
JOINTS TEMPORARY SKIMMER BASIN
NO SCALE
2'x2' VELOCITY DISSIPATOR
W/ 8" DEPTH CLASS A RIPRAP
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
INLET ZONE
35% of
basin surface area
1st Cell
25% of basin
surface area
2nd Cell
25% of basin
surface area
15% of
basin surface area
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
STEEL POST
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
POROUS BAFFLES
NO SCALE
CROSS SECTIONAL VIEW
PERMANENT SWALE/
CLEAN WATER DIVERSION
INSTALLATION
NO SCALE
3:
1

M
A
X
.
3:1 M
A
X.
12"
CONTRACTOR TO PLACE MIN. 6" OF
TOPSOIL, SEED AND INSTALL
BIONET C125BN MATTING
SILT FENCE
N.T.S