SW4201201_(2020.12.10) - Coldwater CD Set_20201221

© 2019 Microsoft Corporation © 2019 HERE
SITE
C0.0 COVER SHEETM. MARTIN
M. MARTIN
R. RINGLER
AS SHOWN
Sheet Index
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 OVERALL EXISTING CONDITIONS
COLDWATER
VICINITY MAP
1" = 2,000'
OWNER/DEVELOPER
CONSTRUCTION DRAWINGS
8228 COLDWATER ROAD,
STOKESDALE, NC 27357
AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR
(1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
ALL LOCAL UTILITY PROVIDERS USING THEIR OWN LOCATING SERVICE
SHALL BE CONTACTED BY THE CONTRACTOR.
CIVIL ENGINEER
TIMMONS GROUP
8642 W. MARKET STREET, SUITE 136
GREENSBORO, NC 27409
PROJECT MANAGER: RICK RINGLER, PE
PHONE: [phone]
EMAIL: [e-mail]
FIRST CAROLINA HOMES
5411 TORY HILL DR.,
GREENSBORO, NC 27410
CONTACT: PAUL HOLST
PHONE: [phone]
EMAIL:[e-mail]
C1.1 - C1.2 PHASE I EROSION CONTROL PLAN
C1.3 - C1.4 PHASE II EROSION CONTROL PLAN
C2.0 OVERALL SUBDIVISION PLAN
C2.1 SUBDIVISION PLAN - NW
C2.2 SUBDIVISION PLAN - NE
C3.0 OVERALL GRADING AND DRAINAGE PLAN
C3.1 GRADING AND DRAINAGE PLAN - NW
C3.2
GRADING AND DRAINAGE PLAN - EAST
C4.0 OVERALL UTILITY PLAN
C4.1 UTILITY PLAN - NW
C4.2 UTILITY PLAN - NE
C5.0 - C5.2 OFF-SITE WATER MAIN PLAN/ PROFILE
C6.0 - C6.2 COLD WATER TERRACE PLAN & PROFILE
C6.3 - C6.5 BOATHOUSE WAY PLAN & PROFILE
C7.0 - C7.4 NOTES AND DETAILS
AUGUST 21, 2020
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\C0.0 - COVR.dwg | Plotted on 12/10/2020 1:30 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTS1.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:11.24 AC (14.35%)
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)
22.LIMITS OF DISTURBANCE:23.82 AC (FORSYTH), 6.10 AC (GUILFORD); 29.92 AC (TOTAL)
SITE DATA
C6.6 ROAD PLAN & PROFILE
C2.3 SUBDIVISION PLAN - SW
C2.4 SUBDIVISION PLAN - SE
C2.5 SUBDIVISION PLAN - EAST
C3.5
GRADING AND DRAINAGE PLAN - NE
C3.3 GRADING AND DRAINAGE PLAN - SW
C3.4 GRADING AND DRAINAGE PLAN - SE
C4.3 UTILITY PLAN - SW
C4.4 UTILITY PLAN - SE
C4.5 UTILITY PLAN - EAST
REVISED OCTOBER 09, 2020
REVISED OCTOBER 23, 2020
C3.6 POST-DEVELOPMENT DRAINAGE MAP
REVISED DECEMBER 1, 2020
REVISED DECEMBER 10, 2020
DEED LINE60'R/WR/WOHPOHPOHPDAVID W. HOWELL
D.B. 7848 - PG. 272
LOT 6 P.B. 196 - PG. 129
BILLY R. MOORE
D.B. 7305 - PG. 2125
DUKE POWER CO.
D.B. 2495 - PG. 509
ROBERT N. OGLESBY
D.B. 3524 - PG. 1476
( P.B. 103 - PG. 98 )
DEED LINE D.B. 7305 - PG. 2125
OWNERSHIP
UNKNOWN
(±1.3 ACRES)
( FIRST TRACT )
( FIRST TRACT )XPOTENTIALLY
JURISDICTIONAL
WETLAND
JURISDICTIONAL
TRIBUTARIES
POTENTIALLY
JURISDICTIONAL
TRIBUTARY
COLDWATER ROADS 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'
CENTER OF ABANDONED RAILROAD BED
± 21.276 ACRES
CONCRETE
MONUMENT
RAILROAD BED
CENTER OF ABANDONED FORSYTH 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: 6990-45-8600-000
N/F: STUART WAYNE PARRISH AND
GEORGE WINFIELD PARRISH
AS CO-TRUSTEES OF THE
ANDREW QUENTIN PARRISH
SPECIAL NEEDS TRUST U/A
OF LOUISE FULTON PARRISH:
DB 7787 PG 2290
PB 200 PG 146
ZONING: AG
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
PIN: 6990-35-6657
N/F: EDGAR G. PARRISH:
DB 1119 PG 1049
PB 70 PG 42
ZONING: RS-40S
PIN: 6990-35-6657
N/F: STUART WAYNE PARRISH AND
GEORGE WINFIELD PARRISH
AS CO-TRUSTEES OF THE
ANDREW QUENTIN PARRISH
SPECIAL NEEDS TRUST U/A
OF LOUISE FULTON PARRISH
DB 3273 PG 1847
(PART OF LOTS 44 AND 45
OF PB 12 PG 76)
PB 70 PG 42
ZONING: RS-40S
REIDSVILLE ROAD (US

H
I
G
H
W
A
Y

1
5
8
)COLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAYE/PE/PE/P
E/PE/P
E/P
BARBED WIRE
FENCE ENCROACHES
BARBED WIRE
FENCE ENCROACHES 20' UTILITY EASEMENTBARBED WIRE
FENCE
JURISDICTIONAL
WETLAND
HA4
HA3
HA2
HA1
B14
B13
B-10
B9
B8B7
B6
B11
B12
B5B4
B1
B2
B3
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 8008058
1
0815 820825830832825820815805800800
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 770BENT
1/2"IPF
1/2"IPF
CMNF
CMNF
S76°1
3
'
5
6
"
E
2,215.
4
0
'N01°17'26"E243.18'N88°30'30"E
380.47'
OHP OHPOHPOHPOHPOHP750750750750 77077077030' STREAM
BUFFER
20" TREE
28" TREE
100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
7
5
0
7
7
0
750
TREE
EDGE (TYP)
(5) UNKNOWN
SIZE TREES
24"
SYCAMORE
DEED LINE60'R/WR/WOHPOHPOHPDAVID W. HOWELL
D.B. 7848 - PG. 272
LOT 6 P.B. 196 - PG. 129
BILLY R. MOORE
D.B. 7305 - PG. 2125
DUKE POWER CO.
D.B. 2495 - PG. 509
ROBERT N. OGLESBY
D.B. 3524 - PG. 1476
( P.B. 103 - PG. 98 )
DEED LINE D.B. 7305 - PG. 2125
OWNERSHIP
UNKNOWN
(±1.3 ACRES)
( FIRST TRACT )
( FIRST TRACT )XPOTENTIALLY
JURISDICTIONAL
WETLAND
JURISDICTIONAL
TRIBUTARIES
POTENTIALLY
JURISDICTIONAL
TRIBUTARY
COLDWATER ROADS 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'
CENTER OF ABANDONED RAILROAD BED
± 21.276 ACRES
CONCRETE
MONUMENT
RAILROAD BED
CENTER OF ABANDONED FORSYTH 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: 6990-45-8600-000
N/F: STUART WAYNE PARRISH AND
GEORGE WINFIELD PARRISH
AS CO-TRUSTEES OF THE
ANDREW QUENTIN PARRISH
SPECIAL NEEDS TRUST U/A
OF LOUISE FULTON PARRISH:
DB 7787 PG 2290
PB 200 PG 146
ZONING: AG
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
PIN: 6990-35-6657
N/F: EDGAR G. PARRISH:
DB 1119 PG 1049
PB 70 PG 42
ZONING: RS-40S
PIN: 6990-35-6657
N/F: STUART WAYNE PARRISH AND
GEORGE WINFIELD PARRISH
AS CO-TRUSTEES OF THE
ANDREW QUENTIN PARRISH
SPECIAL NEEDS TRUST U/A
OF LOUISE FULTON PARRISH
DB 3273 PG 1847
(PART OF LOTS 44 AND 45
OF PB 12 PG 76)
PB 70 PG 42
ZONING: RS-40S
REIDSVILLE ROAD (US

H
I
G
H
W
A
Y

1
5
8
)COLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAYE/PE/PE/P
E/PE/P
E/P
BARBED WIRE
FENCE ENCROACHES
BARBED WIRE
FENCE ENCROACHES 20' UTILITY EASEMENTBARBED WIRE
FENCE
JURISDICTIONAL
WETLAND
HA4
HA3
HA2
HA1
B14
B13
B-10
B9
B8B7
B6
B11
B12
B5B4
B1
B2
B3
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 8008058
1
0815 820825830832825820815805800800
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 770BENT
1/2"IPF
1/2"IPF
CMNF
CMNF
S76°1
3
'
5
6
"
E
2,215.
4
0
'N01°17'26"E243.18'N88°30'30"E
380.47'
OHP OHPOHPOHPOHPOHP750750750750 77077077030' STREAM
BUFFER
20" TREE
28" TREE
100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
7
5
0
7
7
0
750
TREE
EDGE (TYP)
(5) UNKNOWN
SIZE TREES
24"
SYCAMORE
24"SYCAMORE24"SYCAMORE
C1.0 OVERALL EXISTING CONDITIONSM. 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\C1.0 - EXIST.dwg | Plotted on 12/10/2020 1:30 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTS0 300'
SCALE 1"=150'
150'NAD 83VICINITY MAP
1" = 2000'NAD 83BOUNDARY SURVEY PROVIDED BY VAUGHN
SURVEYING CO., INC. DATED MARCH 25, 2019.
EXISTING CONDITIONS LEGEND
X X
OHP
W
OHT
SAN
UGP
G
(T) - INDICATES POINTS SET BY TIMMONS GROUP
- CALCULATED POINT UNLESS OTHERWISE
NOTED
SPRINKLER VALVE
HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GAS VALVE
FENCE
EDGE OF WOODS
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CM - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
PT - CALCULATED POINT
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
BRICK
GROUND LAMP
CONCRETE
STORM LINE
SANITARY LINE
OVERHEAD POWER LINE
VCP - VITRIFIED CLAY PIPE
C
A - CONTROLLED ACCESS
MH TELEPHONE
MH SANITARY SEWER
MH STORM SEWER
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
WELL
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
W
MH ELECTRIC
PAINTED POWER LINE
PAINTED GAS LINE
ROOF DRAIN
MH GREASEG
MAILBOX
TRAFFIC SIGNAL POLE
IN 2009
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
RCP - REINFORCED CONCRETE PIPE
DIP - DUCTILE IRON PIPE
BORING LOCATION FLOODPLAIN
POTENTIALLY
JURISDICTIONAL
TRIBUTARY
N 56°
1
0'
5
9
"
E
199.9
6'
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:
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 8258
2
5820815810805800795790785
780775
770
770775
780
785
790795
800805810
805
800
79
5
803
830831830831830829
828
827
82
5
8
2
0
81
5
810
80
5
800
795
790
7
9
5 800805810815820825830832825820815805775780785
7807
7
0
76
9
7
7
5 795775775770765775
780
785
S76°1
3
'
5
6
"
E
2,215.
4
0
'750750750750 7707707707
7
0
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
25' EMERGENCY SPILLWAY
EL: 749.00
2'X2' ENERGY
DISSIPATOR
SILT FENCE
(TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
POROUS
BAFFLE (TYP)
2.5" SKIMMER W/
1.75" ORIFICE
DRAINAGE
AREA (TYP)
SILT FENCE
(TYP)
SILT FENCE
(TYP)
SILT FENCE
(TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
SLOPE DRAIN
(TYP)
DRAINAGE
AREA (TYP)
STONE OUTLET
(TYP)
20' EMERGENCY
SPILLWAY
EL: 757.00
2'X2' ENERGY
DISSIPATOR
2" SKIMMER W/
1.25" ORIFICE
POROUS BAFFLE
(TYP)
SILT FENCE
(TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
LIMITS OF
DISTURBANCE
SKIMMER BASIN #1
PHASE 1 DRAINAGE AREA = 8.16 AC
PHASE 1 Q10 = 23.51 CFS
SKIMMER BASIN #2
PHASE 1 DRAINAGE AREA = 6.09 AC
PHASE 1 Q10 = 16.63 CFS
0.69 AC
1.21 AC
SURFACE
ROUGHENING
(TYP)
SURFACE
ROUGHENING
(TYP)
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)
SLOPE DRAIN
(TYP)
SLOPE DRAIN
(TYP)
LIMITS OF
DISTURBANCE
0.16 AC
0.18 AC
MAINTAIN POSITIVE
DRAINAGE (TYP)
MAINTAIN POSITIVE
DRAINAGE (TYP)S 00°22'16" W113.21'7807
7
0
76
9
7
7
5
7
5
0
7
7
0
750
SILT FENCE
(TYP)
STONE OUTLET
(TYP)
STOCKPILE AREA
(±51,050 SF)SILT FENCE
(TYP)
SKIMMER BASIN #6
PHASE 1 DRAINAGE AREA = 3.16 AC
PHASE 1 Q10 = 8.63 CFS
15' EMERGENCY
SPILLWAY
EL: 747.00
2'X2' ENERGY
DISSIPATOR
1.5" SKIMMER W/
1.25" ORIFICEPOROUS
BAFFLE
(TYP)
SLOPE DRAIN
(TYP)
C1.1 PHASE I EROSION CONTROL PLANM. MARTIN
M. MARTIN
R. RINGLER
1" = 60'
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\C1.1 - EROS.dwg | Plotted on 12/10/2020 1:31 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C1.1 - EROS.dwg | Plotted on 12/10/2020 1:31 PM | by Maegan Martin0
SCALE 1"=60'
120'60'NAD 83MATCHLINESHEET C1.2EROSION CONTROL NOTES
1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF
CONSTRUCTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
COMPLY WITH NCDEQ STANDARDS, SPECIFICATIONS, AND
DETAILS.
3.INSPECT EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL.
MAINTAIN MEASURES AS NECESSARY.
4.GROUND COVER SHALL BE ESTABLISHED WITHIN 15
WORKING DAYS BUT NO MORE THAN 21 CALENDAR DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER SHALL BE ESTABLISHED
WITHIN 15 WORKING DAYS OR NO MORE THAN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
6. KEEP MUD OFF STREETS DURING CONSTRUCTION.
7. CONTRACTOR IS TO PREVENT SURFACE AND AIR
MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES
THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS,
AND/OR TRAFFIC SAFETY PROBLEMS.
8.INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E.
SILT FENCE, DIVERSIONS) AS NECESSARY TO AVOID
TRANSFER OF SEDIMENT FROM THE SITE OR AS DIRECTED
BY THE EROSION CONTROL INSPECTOR.
PHASE I EROSION CONTROL SEQUENCE
1.OBTAIN ALL NECESSARY PERMITS FROM THE PROPER AUTHORITIES, INCLUDING ENVIRONMENTAL IMPACT PERMITS.
2.INSTALL SILT FENCE, STONE OUTLETS, AND CONSTRUCTION ENTRANCE AS SHOWN ON THE PLAN IN ACCORDANCE WITH THE
LATEST NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL. REMOVE ASPHALT AS NECESSARY
FOR CONSTRUCTION ENTRANCE INSTALLATION. ANY SEDIMENT ACCUMULATION ON ADJACENT PUBLIC ROADS AS A RESULT OF
THE PROJECT AND TRAFFIC FROM THE PROJECT SHALL BE IMMEDIATELY CLEANED OFF BY THE CONTRACTOR.
3.STREAM BUFFERS, FLOODPLAIN, AND ANY JURISDICTIONAL WETLANDS TO BE MARKED.
4.BEGIN DEMOLITION OF EXISTING TREES, AND ALL OTHER FEATURES TO BE REMOVED AS SHOWN ON DEMOLITION PLAN OR AS
NEEDED WITHIN LIMITS OF DISTURBANCE.
5.CONSTRUCT SKIMMER BASINS AND DIVERSION DITCHES. INSTALL TEMPORARY CULVERTS AS WELL AS PERMANENT CULVERTS
SHOWN ON PHASE 1 EROSION CONTROL PLAN. CALL FOR INSPECTION PRIOR TO OTHER GRADING ACTIVITIES.
6.BEGIN SITE GRADING ACTIVITIES AND WATER MAIN INSTALLATION.
7.WHILE GRADING ACTIVITIES ARE UNDERWAY, BEGIN CONSTRUCTION OF REMAINING CULVERTS AT STREAM.
8.ONCE STORM SEWER AND CULVERTS ARE CONSTRUCTED, CONSTRUCT RETAINING WALLS #1 AND #2 AND PERMANENT STREAM
CROSSING BRIDGE.
9.CALL FOR INSPECTION.
10.ADJUST EROSION CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL
MEASURES IF DETERMINED NECESSARY BY THE EROSION CONTROL INSPECTOR.
11.MONITOR EROSION CONTROL DEVICES AND REMOVE SEDIMENT ACCUMULATION TO ENSURE SYSTEM IS FUNCTIONING
PROPERLY.
12.PROCEED TO EROSION CONTROL PHASE II ONCE MASS GRADING IS COMPLETE.
SILT FENCE
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
PROPOSED CONTOUR
EXISTING CONTOUR800
800
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
DIVERSION DITCH
POROUS BAFFLE
SKIMMER
DRAINAGE AREA
LIMITS OF DISTURBANCE
CHECK DAM
PIPE/CULVERT INLET
INLET PROTECTION
PROTECTION
TREE PROTECTIONTP
INSET
THIS SHEET
INSET
SCALE 1" = 60'
CLEAR AND GRUB
LIMITS OF DISTURBANCE = 29.92 ACRES
X
X
OHPOHPOHPOHPOHPOHPOHPOHPOHPROBERT N. OGLESBY
D.B. 3524 - PG. 1476
XXXPIN: 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: 6990-36-5854
N/F: LOUZIEL C. SCALES
DB 792 PG 349
ZONING: AG
PB 12 PG 76 20' UTILITY EASEMENT815805800800
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
764
7657707717707687
6
5
7
6
0
76
2 77577
0
7
7
5 77677
0
7
7
5
7
7
4 77375576076577076575575375575375
2
7507467
4
8
750745745748747742745748747740740741754748751743738
760755754775780 770OHPOHPOHPOHPXX20" TREE
28" TREE
100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
(5) UNKNOWN
SIZE TREES
24"
SYCAMORE
CLEAR AND GRUB
CLEAR AND GRUB
CLEAN WATER
DIVERSION (TYP)
CULVERT INLET
PROTECTION (TYP)
RIPRAP OUTLET
PROTECTION
20' L X 9' W X 16" THICKNESS
D50 = 7"
INLET
PROTECTION
(TYP)
CLEAN WATER
DIVERSION (TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
SILT FENCE
(TYP)
SILT FENCE
(TYP)
SILT FENCE
(TYP)
CONSTRUCTION
ENTRANCE (TYP)
CULVERT INLET
PROTECTION (TYP)
RIPRAP OUTLET
PROTECTION
20' L X 9' W X
16" THICKNESS
D50 = 7"
DRAINAGE
AREA (TYP)
DRAINAGE
AREA (TYP)
25' EMERGENCY
SPILLWAY
EL: 777.00
2'X2' ENERGY
DISSIPATOR
2" SKIMMER W/
1.5" ORIFICE
POROUS BAFFLE
(TYP)
SLOPE DRAIN
(TYP)
RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
TEMPORARY 18"
CULVERT
INV IN: 753.80
INV OUT: 752.30
15' EMERGENCY
SPILLWAY
EL: 749.00
2'X2' ENERGY
DISSIPATOR
1.5" SKIMMER W/
1.25" ORIFICE
POROUS
BAFFLE
(TYP)
SLOPE DRAIN
(TYP)
STREAM CROSSING
36 LF 7'X5'-1" ARCHED CMP
INV IN: 746.26
INV OUT: 745.90
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
SKIMMER BASIN #3
PHASE 1 DRAINAGE AREA = 3.61 AC
PHASE 1 Q10 = 9.86 CFS
SKIMMER BASIN #4
PHASE 1 DRAINAGE AREA = 2.09 AC
PHASE 1 Q10 = 5.71 CFS
SKIMMER BASIN #5
PHASE 1 DRAINAGE AREA = 2.91 AC
PHASE 1 Q10 = 7.94 CF
0.69 AC
0.87 AC
0.36 AC
0.31 AC
SURFACE
ROUGHENING
(TYP)
SURFACE
ROUGHENING
(TYP)
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)TPTPTREE PROTECTION
FENCING (TYP)
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
SILT FENCE
(TYP)
SILT FENCE
(TYP)TPTPTPTPTP
TREE PROTECTION
FENCING (TYP)
STOCKPILE
(MAX. 3' HIGH)
STOCKPILE
AREA
CLEAN WATER
DIVERSION (TYP)
CLEAN WATER
DIVERSION (TYP)
CLEAN WATER
DIVERSION (TYP)
MAINTAIN POSITIVE
DRAINAGE (TYP)
STOCKPILE
AREA
CONCRETE
WASHOUT
STATION (TYP)
COFFER DAM W/
BY-PASS PUMP (TYP)
SKIMMER BASIN #7
PHASE 1 DRAINAGE AREA = 1.72 AC
PHASE 1 Q10 = 4.70 CFS
SLOPE DRAIN
(TYP)
POROUS BAFFLE
(TYP)
15' EMERGENCY
SPILLWAY
EL: 763.00
2'X2' ENERGY
DISSIPATOR
2" SKIMMER W/
2" ORIFICEPOROUS BAFFLE
(TYP)
SLOPE DRAIN
(TYP)
1.5" SKIMMER W/
1.25" ORIFICE
SLOPE DRAIN
(TYP)
10' EMERGENCY
SPILLWAY
EL: 765.00
JURISDICTIONAL
TRIBUTARYFORSYTH COUNTYGUILFORD COUNTYC1.2 PHASE I EROSION CONTROL PLANM. MARTIN
M. MARTIN
R. RINGLER
1" = 60'
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\C1.1 - EROS.dwg | Plotted on 12/10/2020 1:31 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C1.1 - EROS.dwg | Plotted on 12/10/2020 1:31 PM | by Maegan Martin0
SCALE 1"=60'
120'60'NAD 83MATCHLINESHEET C1.1GROUND STABILIZATION
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION
TIME EXCEPTIONS
·PERIMETER DIKES,
SWALES, DITCHES,
AND SLOPES
·HIGH QUALITY
WATER (HQW)
ZONES
·SLOPES STEEPER
THAN 3:1
·SLOPES 3:1 OR
FLATTER
·ALL OTHER AREA
WITH SLOPE
FLATTER THAN 4:1
7 DAYS NONE
7 DAYS NONE
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
14 DAYS
14 DAYS
7-DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
EROSION CONTROL NOTES
1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF
CONSTRUCTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
COMPLY WITH NCDEQ STANDARDS, SPECIFICATIONS, AND
DETAILS.
3.INSPECT EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL.
MAINTAIN MEASURES AS NECESSARY.
4.GROUND COVER SHALL BE ESTABLISHED WITHIN 15
WORKING DAYS BUT NO MORE THAN 21 CALENDAR DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER SHALL BE ESTABLISHED
WITHIN 15 WORKING DAYS OR NO MORE THAN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
6. KEEP MUD OFF STREETS DURING CONSTRUCTION.
7. CONTRACTOR IS TO PREVENT SURFACE AND AIR
MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES
THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS,
AND/OR TRAFFIC SAFETY PROBLEMS.
8.INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E.
SILT FENCE, DIVERSIONS) AS NECESSARY TO AVOID
TRANSFER OF SEDIMENT FROM THE SITE OR AS DIRECTED
BY THE EROSION CONTROL INSPECTOR.
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
LIMITS OF DISTURBANCE = 29.92 ACRES
COFFER DAM BY-PASS NOTES:
1.BYPASS OPERATIONS SHOULD BE ACTIVE ONLY
DURING DRY WEATHER. CONTRACTOR TO
SCHEDULE WORK ACTIVITY ACCORDINGLY.
2.TEMPORARY FAILSAFE BYPASS PUMPING SYSTEM
TO BE CONSTRUCTED AND READY FOR OPERATION
PRIOR TO PIPE PLACEMENT.
3.BYPASS SYSTEM MUST HAVE AN ADDITIONAL
BACKUP PUMP AVAILABLE.
4.STREAM RECONSTRUCTION SHALL BE STARTED
IMMEDIATELY AFTER COFFER DAM IS REMOVED.
SILT FENCE
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
PROPOSED CONTOUR
EXISTING CONTOUR800
800
DIVERSION DITCH
POROUS BAFFLE
SKIMMER
DRAINAGE AREA
LIMITS OF DISTURBANCE
CHECK DAM
PIPE/CULVERT INLET
INLET PROTECTION
PROTECTION
WATTLE
TREE PROTECTIONTP
FLOODPLAIN
PHASE I EROSION CONTROL SEQUENCE
1.OBTAIN ALL NECESSARY PERMITS FROM THE PROPER AUTHORITIES, INCLUDING ENVIRONMENTAL IMPACT PERMITS.
2.INSTALL SILT FENCE, STONE OUTLETS, AND CONSTRUCTION ENTRANCE AS SHOWN ON THE PLAN IN ACCORDANCE WITH THE
LATEST NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL. REMOVE ASPHALT AS NECESSARY
FOR CONSTRUCTION ENTRANCE INSTALLATION. ANY SEDIMENT ACCUMULATION ON ADJACENT PUBLIC ROADS AS A RESULT OF
THE PROJECT AND TRAFFIC FROM THE PROJECT SHALL BE IMMEDIATELY CLEANED OFF BY THE CONTRACTOR.
3.STREAM BUFFERS, FLOODPLAIN, AND ANY JURISDICTIONAL WETLANDS TO BE MARKED.
4.BEGIN DEMOLITION OF EXISTING TREES, AND ALL OTHER FEATURES TO BE REMOVED AS SHOWN ON DEMOLITION PLAN OR AS
NEEDED WITHIN LIMITS OF DISTURBANCE.
5.CONSTRUCT SKIMMER BASINS AND DIVERSION DITCHES. INSTALL TEMPORARY CULVERTS AS WELL AS PERMANENT CULVERTS
SHOWN ON PHASE 1 EROSION CONTROL PLAN. CALL FOR INSPECTION PRIOR TO OTHER GRADING ACTIVITIES.
6.BEGIN SITE GRADING ACTIVITIES AND WATER MAIN INSTALLATION.
7.WHILE GRADING ACTIVITIES ARE UNDERWAY, BEGIN CONSTRUCTION OF REMAINING CULVERTS AT STREAM.
8.ONCE STORM SEWER AND CULVERTS ARE CONSTRUCTED, CONSTRUCT RETAINING WALLS #1 AND #2 AND PERMANENT STREAM
CROSSING BRIDGE.
9.CALL FOR INSPECTION.
10.ADJUST EROSION CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL
MEASURES IF DETERMINED NECESSARY BY THE EROSION CONTROL INSPECTOR.
11.MONITOR EROSION CONTROL DEVICES AND REMOVE SEDIMENT ACCUMULATION TO ENSURE SYSTEM IS FUNCTIONING
PROPERLY.
12.PROCEED TO EROSION CONTROL PHASE II ONCE MASS GRADING IS COMPLETE.
POTENTIALLY
JURISDICTIONAL
TRIBUTARY
N 56°
1
0'
5
9
"
E
199.9
6'
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:
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 8258
2
5820815810805800795790785
780775
770
770775
780
785
790795
800805810
805
800
79
5
803
830831830831830829
828
827
82
5
8
2
0
81
5
810
80
5
800
795
790
7
9
5 800805810815820825830832825820815805775780785
7807
7
0
76
9
7
7
5 795775775770765775
780
785
S76°1
3
'
5
6
"
E
2,215.
4
0
'750750750750 7707707707
7
0
SKIMMER BASIN #1
PHASE 2 DRAINAGE AREA = 9.46 AC
PHASE 2 Q10 = 25.83 CFS
SKIMMER BASIN #2
PHASE 2 DRAINAGE AREA = 1.48 AC
PHASE 2 Q10 = 4.04 CFS
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
25' EMERGENCY SPILLWAY
EL: 749.00
2'X2' ENERGY
DISSIPATOR
SILT FENCE
(TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
POROUS
BAFFLE (TYP)
2.5" SKIMMER W/
1.75" ORIFICE
SILT FENCE
(TYP)
SILT FENCE
(TYP)
SILT FENCE
(TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
SLOPE DRAIN
(TYP)
SLOPE DRAIN
(TYP)
STONE OUTLET
(TYP)
20' EMERGENCY
SPILLWAY
EL: 757.00
2'X2' ENERGY
DISSIPATOR
2" SKIMMER W/
1.25" ORIFICE
POROUS BAFFLE
(TYP)
SILT FENCE
(TYP)
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)
RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
WATTLE (TYP)
WATTLE (TYP)
SLOPE DRAIN
(TYP)
WATTLE (TYP)
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)
MAINTAIN POSITIVE
DRAINAGE (TYP)
MAINTAIN POSITIVE
DRAINAGE (TYP)780785 7907958008058108158208208258257
8
1 782783
784
7
8
6
7
8
7
7
8
8789 79179279379479
6 797798799801802803804806807808809811812813814816816817817818818819819821821822822823823824824826826827827775780785790
790790795
800
805
8
1
0
8
1
5
8
2
0 825830835
7747767777787797817827837847867877887897917
9
1791 7
9
2
792792793794
796797798799
801
802
803
804
806
807
808
8
0
9
8
1
1
8
1
2
8
1
3
8
1
4
8
1
6
8
1
7
8
1
8
8
1
9
8
2
1
822823824 82682782
7
827
828828 828829829 829831
832
833
834
836
837838
785790795786787788789791792793794796770775780S 00°22'16" W113.21'7807
7
0
76
9
7
7
5
7
5
0
7
7
0
750
STOCKPILE AREA
(±51,050 SF)
SKIMMER BASIN #6
PHASE 2 DRAINAGE AREA = 2.75 AC
PHASE 2 Q10 = 7.50 CFS
SILT FENCE
(TYP)
SILT FENCE
(TYP)
15' EMERGENCY
SPILLWAY
EL: 747.00
2'X2' ENERGY
DISSIPATOR
1.5" SKIMMER W/
1.25" ORIFICEPOROUS
BAFFLE
(TYP)
SLOPE DRAIN
(TYP)
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\C1.3 - EROS2.dwg | Plotted on 12/10/2020 1:31 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSC1.3 PHASE II EROSION CONTROL PLANM. MARTIN
M. MARTIN
R. RINGLER
1" = 60'
0
SCALE 1"=60'
120'60'NAD 83MATCHLINESHEET C1.4EROSION CONTROL NOTES
1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF
CONSTRUCTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
COMPLY WITH NCDEQ STANDARDS, SPECIFICATIONS, AND
DETAILS.
3.INSPECT EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL.
MAINTAIN MEASURES AS NECESSARY.
4.GROUND COVER SHALL BE ESTABLISHED WITHIN 15
WORKING DAYS BUT NO MORE THAN 21 CALENDAR DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER SHALL BE ESTABLISHED
WITHIN 15 WORKING DAYS OR NO MORE THAN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
6. KEEP MUD OFF STREETS DURING CONSTRUCTION.
7. CONTRACTOR IS TO PREVENT SURFACE AND AIR
MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES
THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS,
AND/OR TRAFFIC SAFETY PROBLEMS.
8.INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E.
SILT FENCE, DIVERSIONS) AS NECESSARY TO AVOID
TRANSFER OF SEDIMENT FROM THE SITE OR AS DIRECTED
BY THE EROSION CONTROL INSPECTOR.
PHASE II EROSION CONTROL SEQUENCE
1.MAINTAIN ALL EROSION CONTROL MEASURES INSTALLED IN THE PHASE I EROSION CONTROL PLAN.
2.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.
INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY THE EROSION
CONTROL INSPECTOR.
3.STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH TEMPORARY GRASS SEEDING AND
PROVIDE SILT FENCE AROUND THE PERIMETER OF STOCKPILES. SEE GROUND STABILIZATION
TABLE FOR STABILIZATION TIME FRAMES.
4.ENSURE DRAINAGE PATTERN TO SKIMMER BASINS AT ALL TIMES AND ADJUST EROSION AND
SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.
5.BEGIN GRADING OPERATIONS. AS FILL OPERATIONS PROGRESS, REPLACE DIVERSION DIKES WITH
FILL DIVERSIONS. ESTABLISH DIVERSIONS AT END OF EACH WORKING DAY. STABILIZE CUT AND FILL
SLOPES AS NECESSARY WITH GRASS SEEDING AND MULCH.
6.INSTALLED MEASURES SHALL BE MAINTAINED OR REPLACED AS AREAS ARE STABILIZED AND WHEN
STORM SEWER CONVEYANCES ARE INSTALLED AND FUNCTIONING WITH INLET PROTECTION.
REMOVE ACCUMULATED SEDIMENT FROM EROSION CONTROL DEVICES.
7.COMPLETE MASS GRADING OPERATIONS AND GRADE SITE TO THE ELEVATIONS SHOWN ON THE
PLAN. APPLY TEMPORARY AND PERMANENT SEEDING AND STABILIZE PROBLEM AREAS ON THE SITE.
SEED AND MULCH DENUDED AREAS.
SILT FENCE
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
PROPOSED CONTOUR
EXISTING CONTOUR800
800
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
DIVERSION DITCH
POROUS BAFFLE
SKIMMER
DRAINAGE AREA
LIMITS OF DISTURBANCE
CHECK DAM
PIPE/CULVERT INLET
INLET PROTECTION
PROTECTION
WATTLE
TREE PROTECTIONTP
INSET
THIS SHEET
INSET
SCALE 1" = 60'
INSET
THIS SHEET
LIMITS OF DISTURBANCE = 29.92 ACRES
X
X
OHPOHPOHPOHPOHPOHPOHPOHPOHPROBERT N. OGLESBY
D.B. 3524 - PG. 1476
XXX241.95'129.37'
26.72'
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
PIN: 6990-36-5854
N/F: LOUZIEL C. SCALES
DB 792 PG 349
ZONING: AG
PB 12 PG 76 20' UTILITY EASEMENT815805800800
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
764
7657707717707687
6
5
7
6
0
76
2 77577
0
7
7
5 77677
0
7
7
5
7
7
4 77375576076577076575575375575375
2
7507467
4
8
750745745748747742745748747740740741754748751743738
760755754775780 770S76°1
3
'
5
6
"
E
2,215.
4
0
'N01°17'26"E243.18'N88°30'30"E
380.47'OHPOHPOHPOHPXX20" TREE
28" TREE
100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
(5) UNKNOWN
SIZE TREES
24"
SYCAMORE
SKIMMER BASIN #4
PHASE 2 DRAINAGE AREA = 5.68 AC
PHASE 2 Q10 = 15.50 CFS
ARCHED CULVERT
PHASE 2 DRAINAGE AREA = 95.07 AC
PHASE 2 Q10 = 102.71 CFS
TPTPTPTPSTOCKPILE
(MAX. 3' HIGH)
STOCKPILE
AREATP760 755750SKIMMER BASIN #5
PHASE 2 DRAINAGE AREA = 1.27 AC
PHASE 2 Q10 = 3.47 CF
RIPRAP OUTLET
PROTECTION
20' L X 9' W X 16" THICKNESS
D50 = 7"
CULVERT INLET
PROTECTION (TYP)
RIPRAP OUTLET
PROTECTION
20' L X 9' W X 16" THICKNESS
D50 = 7"
INLET
PROTECTION
(TYP)
SILT FENCE
(TYP)
SILT FENCE
(TYP)
CULVERT INLET
PROTECTION (TYP)
DRAINAGE
AREA (TYP)
DRAINAGE
AREA (TYP)
15' EMERGENCY
SPILLWAY
EL: 763.00
2'X2' ENERGY
DISSIPATOR
2" SKIMMER W/
2" ORIFICEPOROUS BAFFLE
(TYP)
RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
SLOPE DRAIN
(TYP)
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)
TREE PROTECTION
FENCING (TYP)
RIPRAP OUTLET
PROTECTION
10' L X 6' W X 7" THICKNESS
D50 = 3"
WATTLE (TYP)
SILT FENCE
(TYP)
TREE PROTECTION
FENCING (TYP)
TEMPORARY
DIVERSION
DITCH (TYP)
SILT FENCE
(TYP)
2'X2' ENERGY
DISSIPATOR
1.5" SKIMMER W/
1.25" ORIFICE
S75BN MATTING ON ALL
PROPOSED SLOPES (3:1)
AND GREATER
(TYP)
SILT FENCE
(TYP)CLEAN WATER
DIVERSION
(TYP)
CLEAN WATER
DIVERSION
(TYP)
CONSTRUCTION
ENTRANCE (TYP)
STREAM CROSSING
15' EMERGENCY
SPILLWAY
EL: 749.00
POROUS
BAFFLE
(TYP)
SLOPE DRAIN
(TYP)
STOCKPILE
AREA
CONCRETE
WASHOUT
STATION (TYP)TPTPSLOPE DRAIN
(TYP)
1.5" SKIMMER W/
1.25" ORIFICE
POROUS BAFFLE
(TYP)
SKIMMER BASIN #7
PHASE 2 DRAINAGE AREA = 0.24 AC
PHASE 2 Q10 = 0.66 CF
36 LF 7'X5'-1" ARCHED CMP
INV IN: 746.26
INV OUT: 745.90
HEADWALL
755
760765
77
0
775780785790795800805810815
756
757758759761762763
764
766
767
768
76
9
7
7
1
7
7
2
7
7
3
7
7
4776777778779781782783784786787788789791792793794796797798799801802803804806807808809811812813814816817818819
775772773774775 77577578077177
1
7
7
2
7
7
2
772773773773 774774774776777778779781 FORSYTH COUNTYGUILFORD COUNTYC1.4 PHASE II EROSION CONTROL PLANM. MARTIN
M. MARTIN
R. RINGLER
1" = 60'
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\C1.3 - EROS2.dwg | Plotted on 12/10/2020 1:31 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C1.3 - EROS2.dwg | Plotted on 12/10/2020 1:31 PM | by Maegan Martin0
SCALE 1"=60'
120'60'NAD 83MATCHLINESHEET C1.3GROUND STABILIZATION
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION
TIME EXCEPTIONS
·PERIMETER DIKES,
SWALES, DITCHES,
AND SLOPES
·HIGH QUALITY
WATER (HQW)
ZONES
·SLOPES STEEPER
THAN 3:1
·SLOPES 3:1 OR
FLATTER
·ALL OTHER AREA
WITH SLOPE
FLATTER THAN 4:1
7 DAYS NONE
7 DAYS NONE
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
14 DAYS
14 DAYS
7-DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
EROSION CONTROL NOTES
1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF
CONSTRUCTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
COMPLY WITH NCDEQ STANDARDS, SPECIFICATIONS, AND
DETAILS.
3.INSPECT EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL.
MAINTAIN MEASURES AS NECESSARY.
4.GROUND COVER SHALL BE ESTABLISHED WITHIN 15
WORKING DAYS BUT NO MORE THAN 21 CALENDAR DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER SHALL BE ESTABLISHED
WITHIN 15 WORKING DAYS OR NO MORE THAN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
6. KEEP MUD OFF STREETS DURING CONSTRUCTION.
7. CONTRACTOR IS TO PREVENT SURFACE AND AIR
MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES
THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS,
AND/OR TRAFFIC SAFETY PROBLEMS.
8.INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E.
SILT FENCE, DIVERSIONS) AS NECESSARY TO AVOID
TRANSFER OF SEDIMENT FROM THE SITE OR AS DIRECTED
BY THE EROSION CONTROL INSPECTOR.
PHASE II EROSION CONTROL SEQUENCE
1.MAINTAIN ALL EROSION CONTROL MEASURES INSTALLED IN THE PHASE I EROSION CONTROL PLAN.
2.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.
INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY THE EROSION
CONTROL INSPECTOR.
3.STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH TEMPORARY GRASS SEEDING AND
PROVIDE SILT FENCE AROUND THE PERIMETER OF STOCKPILES. SEE GROUND STABILIZATION
TABLE FOR STABILIZATION TIME FRAMES.
4.ENSURE DRAINAGE PATTERN TO SKIMMER BASINS AT ALL TIMES AND ADJUST EROSION AND
SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.
5.BEGIN GRADING OPERATIONS. AS FILL OPERATIONS PROGRESS, REPLACE DIVERSION DIKES WITH
FILL DIVERSIONS. ESTABLISH DIVERSIONS AT END OF EACH WORKING DAY. STABILIZE CUT AND FILL
SLOPES AS NECESSARY WITH GRASS SEEDING AND MULCH.
6.INSTALLED MEASURES SHALL BE MAINTAINED OR REPLACED AS AREAS ARE STABILIZED AND WHEN
STORM SEWER CONVEYANCES ARE INSTALLED AND FUNCTIONING WITH INLET PROTECTION.
REMOVE ACCUMULATED SEDIMENT FROM EROSION CONTROL DEVICES.
7.COMPLETE MASS GRADING OPERATIONS AND GRADE SITE TO THE ELEVATIONS SHOWN ON THE
PLAN. APPLY TEMPORARY AND PERMANENT SEEDING AND STABILIZE PROBLEM AREAS ON THE SITE.
SEED AND MULCH DENUDED AREAS.
SILT FENCE
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
PROPOSED CONTOUR
EXISTING CONTOUR800
800
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
DIVERSION DITCH
POROUS BAFFLE
SKIMMER
DRAINAGE AREA
LIMITS OF DISTURBANCE
CHECK DAM
PIPE/CULVERT INLET
INLET PROTECTION
PROTECTION
WATTLE
TREE PROTECTIONTP
LIMITS OF DISTURBANCE = 29.92 ACRES
FLOODPLAIN
OHPOHPOHPXPOTENTIALLY
JURISDICTIONAL
WETLAND
JURISDICTIONAL
TRIBUTARIES
POTENTIALLY
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)C12317.05
'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 12/10/2020 1:32 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C2.0 - SITE.dwg | Plotted on 12/10/2020 1:32 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
POTENTIALLY
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
C1240,938 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 12/10/2020 1:32 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0B
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
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'
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 12/10/2020 1:32 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0B
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE
GEOTECH REPORT PREPARED BY FROEHLING & ROBERTSON, INC.
DATED APRIL 14, 2020.
6" COMPACTED SUBGRADE
(100% ASTM D698)
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'
20'60.10'59.2
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 12/10/2020 1:32 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0B
PAVEMENT SECTIONS RECOMMENDED/ ARE BASED ON THE
GEOTECH REPORT PREPARED BY FROEHLING & ROBERTSON, INC.
DATED APRIL 14, 2020.
6" COMPACTED SUBGRADE
(100% ASTM D698)
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'
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 12/10/2020 1:32 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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-19.0B
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
OHPOHPOHPOHPOHPOHPOHPXXXPOTENTIALLY
JURISDICTIONAL
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
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 12/10/2020 1:32 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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
1.5" NCDOT S-9.5B
2.5" NCDOT I-19.0B
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
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''W8''W
8''W
8''
W
8''W
8''W
8''W8''W
6''W 8''W
8''W8''W8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W8''W8''W8''W8''
W
8''W
8''W 8''W
8''W 8''WEXISTING 8" WATERMAIN
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 12/10/2020 1:33 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C3.0 - GRAD.dwg | Plotted on 12/10/2020 1:33 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
POTENTIALLY
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 77077077040,938 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
28
30 2978
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
RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
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
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
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
6''W
6''W
6''W2''W
2''
W
8'
'W
8''W 8''W
8''W 8''W8''W8''W
8''W
8''WSTORM STRUCTURE TABLE
STRUCTURE #
25
27
28
30
TOP
782.97
779.41
777.53
774.87
STRUCTURE HEIGHT
5.33'
???'
4.70'
3.75'
DESCRIPTION
NCDOT STD. 840.15 BRICK DROP INLET
FLARED-END SECTION
NCDOT STD. 840.15 BRICK DROP INLET
FLARED-END SECTION
N/A
N/A
STORM PIPE TABLE
PIPE #
26
29
DIA
24"
24"
FROM - TO
25 - 27
28 - 30
UPSTREAM
INVERT
777.64
772.83
DOWNSTREAM
INVERT
777.16
772.62
SLOPE
0.50%
1.00%
LENGTH
94.84 LF
20.86 LF
DESCRIPTION
24 inch RCP
24 inch 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 12/10/2020 1:33 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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 8''W
8''W8''W
8''W
8''W
8''W8''W
8''W
8''W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W 8''W8''W8''W8''W8''W8''W
8''W8''WSTORM 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 RCP
24 inch 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 12/10/2020 1:33 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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
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
NCDOT STD. 840.15 BRICK DROP INLET
NCDOT STD. 840.15 BRICK 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 RCP
24 inch RCP
24 inch 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 12/10/2020 1:33 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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
RIPRAP OUTLET
PROTECTION
20' L X 9' W X 16" THICKNESS
D50 = 7"
RIPRAP OUTLET
PROTECTION
8' L X 6' W X 7" THICKNESS
D50 = 3"
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
8
10
11
11B
13
15
TOP
769.92
769.48
767.75
768.55
765.93
768.55
758.33
STRUCTURE HEIGHT
3.75'
3.85'
6.66'
6.35'
???'
10.66'
6.54'
DESCRIPTION
NCDOT STD. 840.15 BRICK DROP INLET
NCDOT STD. 840.15 BRICK DROP INLET
FLARED-END SECTION
NCDOT STD. 840.15 BRICK DROP INLET
FLARED-END SECTION
NCDOT STD. 840.15 BRICK DROP INLET
FLARED-END SECTION
STORM PIPE TABLE
PIPE #
7
9
11A
12
14
DIA
24"
24"
36"
36"
36"
FROM - TO
6 - 8
8 - 10
11B - 11
11 - 13
13 - 15
UPSTREAM
INVERT
766.17
765.63
762.59
762.20
757.90
DOWNSTREAM
INVERT
765.73
765.50
762.30
758.00
755.00
SLOPE
1.00%
1.00%
1.10%
9.50%
10.00%
LENGTH
44.22 LF
12.99 LF
26.53 LF
44.22 LF
28.97 LF
DESCRIPTION
24 inch RCP
24 inch RCP
36 inch RCP
36 inch RCP
36 inch 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 12/10/2020 1:33 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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)
7' X 5'-1"
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 RCP
7' X 5'1" CORRUGATED METAL ARCHED PIPE755760
765770754
7567577587597617
6
2
763764766767768769771772N/A
N/A
RIPRAP OUTLET
PROTECTION
20' L X 9' W X 16" THICKNESS
D50 = 7"
VAR.C5
N/A
N/A
8''W
8''W
8''W
8''W8''W8''W
8''W8''W8''W8''WC3.5 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 12/10/2020 1:33 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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.
DEED LINE60'R/WR/WOHPOHPOHPXFORSYTH COUNTYGUILFORD COUNTYFORSYTH COUNTYGUILFORD COUNTY20' UTILITY EASEMENTOHPOHPOHP100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
24"
SYCAMORE
DEED LINE60'R/WR/WOHPOHPOHPXFORSYTH COUNTYGUILFORD COUNTYFORSYTH COUNTYGUILFORD COUNTY20' UTILITY EASEMENTOHPOHPOHP100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
24"
SYCAMORE
EP
800.38
EP
800.38
EP
800.11
EP
800.11
EP
800.11
EP
799.70
EP
800.18TW: 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
ELLIPTICAL CMP 9.5'X6'INV: 744.27
INLET 28
DRAINAGE AREA = 3.65 AC
Q10 = 12.23 CFS
Q25 = 13.46 CFS
INLET 25
DRAINAGE AREA = 1.10 AC
Q10 = 3.98 CFS
Q25 = 4.38 CFS
INLET 16B
DRAINAGE AREA = 3.67 AC
Q10 = 14.74 CFS
Q25 = 16.23 CFS
INLET 11B
DRAINAGE AREA = 6.26 AC
Q10 = 30.27 CFS
Q25 = 33.44 CFS
INLET C7
DRAINAGE AREA = 3.13 AC
Q10 = 11.42 CFS
Q25 = 12.57 CFS
INLET 16
DRAINAGE AREA = 0.72 AC
Q10 = 2.57 CFS
Q25 = 2.83 CFS
INLET 18
DRAINAGE AREA = 0.58 AC
Q10 = 2.24 CFS
Q25 = 2.47 CFS
INLET 11
DRAINAGE AREA = 4.01 AC
Q10 = 15.64 CFS
Q25 = 17.22 CFS
INLET 13
DRAINAGE AREA = 0.53 AC
Q10 = 2.04 CFS
Q25 = 2.24 CFS
INLET C4
DRAINAGE AREA = 15.84 AC
Q10 = 40.46 CFS
Q25 = 44.55 CFS
INLET C1
DRAINAGE AREA = 95.07 AC
Q10(TR55 METHOD) = 102.71 CFS
Q25(TR55 METHOD) = 158.65 CFS
INLET 6
DRAINAGE AREA = 4.90 AC
Q10 = 19.59 CFS
Q25 = 21.57 CFS
INLET 8
DRAINAGE AREA = 0.39 AC
Q10 = 1.53 CFS
Q25 = 1.69 CFS
C3.6 POST-DEVELOPMENT DRIANAGE MAPM. 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\C3.6 - DRAN.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTS0 300'
SCALE 1"=150'
150'NAD 83
DEED LINE60'R/WR/WOHPOHPOHPXCOLDWATER ROADFORSYTH COUNTYGUILFORD COUNTYFORSYTH COUNTYGUILFORD COUNTYREIDSVILLE ROAD (US

H
I
G
H
W
A
Y

1
5
8
)COLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAYE/PE/PE/P
E/PE/P
E/P20' UTILITY EASEMENTOHP OHPOHPOHPOHPOHP20" TREE
28" TREE
100-YR FLOODPLAIN
(ZONE AE)
100-YR
FLOODPLAIN
(ZONE AE)
TREE
EDGE (TYP)
(5) UNKNOWN
SIZE TREES
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)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
)
COLD
W
A
T
E
R

T
E
R
R
A
C
E
(50' R/
W
)
BOATHOUSE WAY
(50' R/W)BOATHOUSE WAY(50' R/W)BOATHOUSE WAY
(50' R/W)
COL
D
W
A
T
E
R
T
E
R
R
A
C
E
(50' R/
W)8''W
8''W8''W
8''W
8''
W
8''W
8''W
8''W8''W
6''W 8''W
8''W8''W8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W8''W8''W8''W8''
W
8''W
8''W 8''W
8''W 8''WEXISTING 8" WATERMAIN
C4.0 OVERALL UTILITY 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\C4.0 - UTIL.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSS:\107\44636-Coldwater\DWG\Sheet\CD\C4.0 - UTIL.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin0 300'
SCALE 1"=150'
150'NAD 83C4.1 C4.2
C4.3 C4.4
C4.5
UTILITY LEGEND
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
PROPOSED UNDERGROUND POWERUGP
EXISTING UNDERGROUND POWERUGP
PROPOSED OVERHEAD POWEROHP
EXISTING OVERHEAD POWEROHP
EXISTING OVERHEAD COMMUNICATIONOFO
UFO EXISTING UNDERGROUND COMMUNICATION
G EXISTING NATURAL GAS
UTILITY EASEMENT
PROPOSED POWER STRUCTURE
EXISTING POWER STRUCTURE
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED BEND
PROPOSED TEE
PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED HYDRANT ASSEMBLY
SANITARY MANHOLE
SANITARY CLEANOUT
S
POTENTIALLY
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
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)
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
6''W
6''W
6''W2''W
2''
W
8'
'W
8''W 8''W
8''W 8''W8''W8''W
8''W
8''WFIRE HYDRANT
SPACED ± 500'
6" X 2" REDUCER
6" PVC PUBLIC WATERLINE
2" PVC WATERLINE
8" X 6" TEE W/
(2) 8" VALVES
8" TEE W/
(2) 8" VALVES
3/4" WATER SERVICE
AND METER BOX (TYP)
FIRE HYDRANT
SPACED ± 500'
3/4" WATER SERVICE
AND METER BOX (TYP)
BLOW-OFF ASSEMBLY(TYP)
C4.1 UTILITY 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\C4.0 - UTIL.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C4.2MATCHLINE
SHEET C4.3
UTILITY LEGEND
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
PROPOSED UNDERGROUND POWERUGP
EXISTING UNDERGROUND POWERUGP
PROPOSED OVERHEAD POWEROHP
EXISTING OVERHEAD POWEROHP
EXISTING OVERHEAD COMMUNICATIONOFO
UFO EXISTING UNDERGROUND COMMUNICATION
G EXISTING NATURAL GAS
UTILITY EASEMENT
PROPOSED POWER STRUCTURE
EXISTING POWER STRUCTURE
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED BEND
PROPOSED TEE
PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED HYDRANT ASSEMBLY
SANITARY MANHOLE
SANITARY CLEANOUT
S
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
BARBED WIRE
FENCE ENCROACHES
BARBED WIRE
FENCE ENCROACHES
CMNF
CMNF
S76°1
3
'
5
6
"
E
2,215.
4
0
'N01°17'26"E243.18'X X28" TREE
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)8''W
8''W8''W
8''W
8''W
8''W8''W
8''W
8''W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W 8''W8''W8''W8''W8''W8''W
8''W8''W8" CROSS W/
(3) 8" VALVES
8" PLUG AT
PROPERTY LINE
W/ 8" VALVE
8" AIR-RELEASE VALVE
3/4" WATER SERVICE
AND METER BOX (TYP)
8" TEE W/
(2) 8" VALVES
FIRE HYDRANT
SPACED ± 500'
FIRE HYDRANT
ASSEMBLY
3/4" WATER SERVICE
AND METER BOX (TYP)
CAP 8" WATERMAIN
FOR END OF LINE PHASE 1 -
REMOVE CAP AND CONNECT
TO EXISTING WATERMAIN FOR
PHASE 2
C4.2 UTILITY 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\C4.0 - UTIL.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C4.1MATCHLINE
SHEET C4.4
UTILITY LEGEND
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
PROPOSED UNDERGROUND POWERUGP
EXISTING UNDERGROUND POWERUGP
PROPOSED OVERHEAD POWEROHP
EXISTING OVERHEAD POWEROHP
EXISTING OVERHEAD COMMUNICATIONOFO
UFO EXISTING UNDERGROUND COMMUNICATION
G EXISTING NATURAL GAS
UTILITY EASEMENT
PROPOSED POWER STRUCTURE
EXISTING POWER STRUCTURE
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED BEND
PROPOSED TEE
PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED HYDRANT ASSEMBLY
SANITARY MANHOLE
SANITARY CLEANOUT
S
PIN: 6990-24-0998.00
N/F: DUKE POWER COMPANY
DB 1005 PG 453
ZONING:
B78''W8''W8'
'W
8'
'W
8''W
C4.3 UTILITY 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\C4.0 - UTIL.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C4.4SHEET C4.1
MATCHLINE
UTILITY LEGEND
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
PROPOSED UNDERGROUND POWERUGP
EXISTING UNDERGROUND POWERUGP
PROPOSED OVERHEAD POWEROHP
EXISTING OVERHEAD POWEROHP
EXISTING OVERHEAD COMMUNICATIONOFO
UFO EXISTING UNDERGROUND COMMUNICATION
G EXISTING NATURAL GAS
UTILITY EASEMENT
PROPOSED POWER STRUCTURE
EXISTING POWER STRUCTURE
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED BEND
PROPOSED TEE
PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED HYDRANT ASSEMBLY
SANITARY MANHOLE
SANITARY CLEANOUT
S
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
B9
B8
20" TREE
TREE
EDGE (TYP)
BOATHOUSE WAY
(50' R/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''W8" PVC PUBLIC
WATER MAIN
FIRE HYDRANT
SPACED ± 500'
3/4" WATER SERVICE
AND METER BOX (TYP)
CAP 8" WATERMAIN
FOR END OF LINE PHASE 1 -
REMOVE CAP AND CONNECT
TO EXISTING WATERMAIN FOR
PHASE 2
C4.4 UTILITY 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\C4.0 - UTIL.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C4.3SHEET C4.2
MATCHLINE
UTILITY LEGEND
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
PROPOSED UNDERGROUND POWERUGP
EXISTING UNDERGROUND POWERUGP
PROPOSED OVERHEAD POWEROHP
EXISTING OVERHEAD POWEROHP
EXISTING OVERHEAD COMMUNICATIONOFO
UFO EXISTING UNDERGROUND COMMUNICATION
G EXISTING NATURAL GAS
UTILITY EASEMENT
PROPOSED POWER STRUCTURE
EXISTING POWER STRUCTURE
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED BEND
PROPOSED TEE
PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED HYDRANT ASSEMBLY
SANITARY MANHOLE
SANITARY CLEANOUT
S
X
X
OHPOHPOHPOHPOHPOHPOHPXXXPOTENTIALLY
JURISDICTIONAL
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
COL
D
W
A
T
E
R
T
E
R
R
A
C
E
(50' R/
W)
8''W
8''W
8''W
8''W8''W8''W
8''W8''W8''W8''W8" PVC PUBLIC
WATER MAIN
8" TEE W/
(2) 8" VALVES
8" PVC PUBLIC
WATER MAIN
AIR RELEASE VALVE
3/4" IRRIGATION SERVICE
& (2) 2" CONDUIT
C4.5 UTILITY 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\C4.0 - UTIL.dwg | Plotted on 12/10/2020 1:34 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSSCALE 1"=50'
100'50'0 NAD 83MATCHLINESHEET C4.2UTILITY LEGEND
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
SAN
SAN
PROPOSED WATERMAIN
EXISTING WATERMAIN
W
W
PROPOSED UNDERGROUND POWERUGP
EXISTING UNDERGROUND POWERUGP
PROPOSED OVERHEAD POWEROHP
EXISTING OVERHEAD POWEROHP
EXISTING OVERHEAD COMMUNICATIONOFO
UFO EXISTING UNDERGROUND COMMUNICATION
G EXISTING NATURAL GAS
UTILITY EASEMENT
PROPOSED POWER STRUCTURE
EXISTING POWER STRUCTURE
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED BEND
PROPOSED TEE
PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED HYDRANT ASSEMBLY
SANITARY MANHOLE
SANITARY CLEANOUT
S
NOTE: SEE SHEET C5.0 FOR OFF-SITE
WATER PLAN AND PROFILES.
OHP
OHP
OHP
OHP
OHP
OHP
OHPOHPOHPOHPOHPOHPOHPOHPCOLDWATER DRIVE(SR-2038) DB 6154 PG 190960' PUBLIC RIGHT-OF-WAY755753755753752750746748752745750750745747745 748747742745748747740740741754748751743738OHPOHP
OHP
OHP
OHP
OHP OHPX
8''W8''W8''W8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W-0+20 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
6+50
7+00
7+50
8+0
0
8+5
0
9+0
0
9+5
0
10+
0
0
10+5
0
11+00
11+50
12+00
12+50
8" TEE W/
(2) 8" VALVE
FIRE HYDRANT
ASSEMBLY (TYP)
8" AIR RELEASE
VALVE (TYP)
8" AIR RELEASE
VALVE (TYP)
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
OFF-SITE WATER MAIN EXTENSION
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
OFF-SITE WATER MAIN EXTENSION754.2753.0751.4750.0748.4747.1746.7746.1745.7745.7746.0746.7747.6748.0748.0747.4746.7746.1746.3747.2748.5750.1751.2751.0754.16752.98751.36750.04748.44747.14746.73746.10745.66745.66746.02746.71747.62748.00748.00747.43746.72746.15746.27747.17748.50750.08751.15750.990+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8" END CAP
8" VALVE
8" TEE WITH ON-SITE
WATER MAIN & 8" VALVE
VERTICAL BEND TO
ACHIEVE MIN. SEPARATION
AIR RELEASE VALVE
VERTICAL BEND TO
ACHIEVE MIN. SEPARATION
VERTICAL BEND TO
ACHIEVE MIN. SEPARATION
9.5' X 6' ELLIPTICAL CMP
18" CMP 18" CMP
15" RCP
AIR RELEASE VALVE
24" MIN.
24" MIN.24" MIN.
C5.0 OFF-SITE WATER PLAN/ PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C5.0 - UTILPROF.dwg | Plotted on 12/10/2020 1:35 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSPROFILE SCALE
0
0
40
4 NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C5.1SHEET C5.1MATCHLINEH: 1" = 40'
V: 1" = 4'
760755750745740735735737740734728739740735735745740750740745752745750747OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
11+5
0
12+00
12+50
13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
21+50
22+00
22+5
0
23+0
0
23+
5
0
24+
0
0
24+5
0
FIRE
H
Y
D
R
A
N
T
ASS
E
M
B
L
Y (
T
Y
P)
8" AIR REL
E
A
S
E
VALVE (TY
P
)
735
740
745
750
755
760
765
770
725
730
735
740
745
750
755
760
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
OFF-SITE WATER MAIN EXTENSION
735
740
745
750
755
760
765
770
OFF-SITE WATER MAIN EXTENSION751.0751.0749.7748.3746.8745.5744.0742.3741.1739.9738.8737.5736.9736.7736.3736.1736.0735.8737.2739.1742.1746.1750.2754.7759.6750.99750.95749.69748.28746.81745.48743.96742.30741.09739.91738.80737.53736.88736.65736.33736.08735.97735.81737.16739.05742.12746.07750.18754.75759.6112+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
VERTICAL BEND TO
ACHIEVE MIN. SEPARATION
11.5' X 7' ELLIPTICAL CMP
24" MIN.
C5.1 OFF-SITE WATER PLAN/ PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C5.0 - UTILPROF.dwg | Plotted on 12/10/2020 1:35 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSPROFILE SCALE
0
0
40
4 NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C5.0SHEET C5
.2MATCHLINE
MATCHLINESHEET C5.0H: 1" = 40'
V: 1" = 4'
7687657607667677558'' W8'' W8'' W8'' W8'' W8'' W23+50 24+00 24+50
25+00 25+23.19
CONNECT TO
EXISTING 8" WATER MAIN
W/ 8" TEE, (2) 8" VALVES
FIRE HYDRANT
ASSEMBLY (TYP)
37 LF JACK AND
BORE UNDER
STREET
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
OFF-SITE WATER MAIN EXTENSION
735
740
745
750
755
760
765
770
735
740
745
750
755
760
765
770
739.1742.1746.1750.2754.7759.6764.9739.05742.12746.07750.18754.75759.61764.9222+00 23+00 24+00 25+00 26+00 26+50
FIRE HYDRANT
ASSEMBLY
8" TEE AND (2) 8" VALVES
TO CONNECT TO EXISTING
WATER MAIN
JACK AND
BORE UNDER
STREET
C5.2 OFF-SITE WATER PLAN/ PROFILEM. MARTIN
M. MARTIN
R. RINGLER
H: 1" = 40'
V: 1" = 4'
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\C5.0 - UTILPROF.dwg | Plotted on 12/10/2020 1:35 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSPROFILE SCALE
0
0
40
4 NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C5.0MATCHLINESHEET C5.1NOTE: CONTRACTOR TO POTHOLE EXISTING
WATER MAIN TO DETERMINE SIZE AND DEPTH
PRIOR TO STARTING CONSTRUCTION.
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
COLD WATER TERRACE
770
775
780
785
790
795
800
805
810
815
770
775
780
785
790
795
800
805
810
815
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
COLD WATER TERRACE
780
785
790
795
800
805
810
815
820
825
780
785
790
795
800
805
810
815
820
825
795
800
805
810
815
820
825
830
835
840
783.8788.9792.9795.5798.6802.0801.2796.7793.9790.9790.7796.0798.4797.5796.4794.1797.8803.6808.9813.2815.2814.1813.9816.3783.84788.86792.89795.46798.58802.00801.21796.69793.93790.87790.74795.97798.42797.51796.37794.12797.79803.61808.91813.24815.16814.15813.88816.29-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
113' VC
K = 20.00
A.D. = -5.66%
PVI ELEV = 795.21
PVI STA = 6+50.48
HIGH PT STA = 7+07.07
HIGH POINT ELEV = 795.85
BVCS = 5+93.90BVCE = 791.36EVCS = 7+07.07EVCE = 795.85109' VC
K = 20.00
A.D. = 5.45%
PVI ELEV = 797.13
PVI STA = 8+19.69
LOW POINT STA = 7+65.17
LOW POINT ELEV = 796.51
BVCS = 7+65.17BVCE = 796.51EVCS = 8+74.22EVCE = 800.72121' VC
K = 20.00
A.D. = 6.05%
PVI ELEV = 785.00
PVI STA = 5+00.15
LOW POINT STA = 4+39.68
LOW POINT ELEV = 784.54
BVCS = 4+39.68BVCE = 784.54EVCS = 5+60.63EVCE = 789.101.00%
1.14%
6.59
%
0.75%
6.79
%
CENTERLINE
OF STREET "BRIGHT
WATER LANE"
CENTERLINE
OF STREET "BRIGHT
WATER LANE"
EXISTING
GROUND
EXISTING
GROUND
6" PVC
WATERMAIN
2" PVC
WATERMAIN
TO LOOP AROUND
CUL-DE-SAC
6"X2" REDUCER
8"X6" TEE W/
2 VALVES
2" BLOW-OFF ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8" TEE W/ VALVE
26
94.84' OF
24" RCP
@ 0.50%
12" MIN.
FIRE HYDRANT
ASSEMBLY0+000+501+001
+
5
0
2+
0
0
2+50
3+00 3+50
4+00 4+50
0+00
0
+
5
0
1+00
1+502+
0
0 2+50
3+003+12.860+00
1+00
2+00
3+00
4+00
5+00
6+00
7+
0
0
COLDW
A
T
E
R

T
E
R
R
A
C
E
(50' R
/
W
)
BR
I
G
H
T

W
A
T
E
R

L
A
N
E
(50
'

R
/
W
)
76
5
77
0
77
5
780
785
790
795
780
785
790
785
780
795
790
80
0
800
802
795
790
785
790795800805810
780
775
770
770
775
780
785
790
795
800
805
81
0
8
0
5
8
0
0 795770
25
27
2628
29
40,943 SF
48
,
4
2
0

S
F
4
8
1
2
40,747 SF
40,169SF
9
8''
W
8''
W
8''W
8''W
6''W
6''W
6''W
6''W
2''
W
2''W2''
W 8'
'W
8
'
'W
8''
W
8''W 8''W
8''W
3+504+004+504+90.568+00 9+00 10+00 11+00
COLDWATER TERRACE
(50' R/W)
810812 8
0
5
81
0 815825
820815810805800795790785
803800805810 815820797798799801802803804806807808809811812813814816817818819821795
794796
797
800.38
TW: 800
.
4
8
40,371 SF12
13
55 54
40,037 SF 40,051 SF
8''W8''W8''W8''W8''W8''W
8''W8''WC6.0 COLD WATER TERRACE PLAN & PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C6.0 - RDPROF.dwg | Plotted on 12/10/2020 1:36 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTS0
SCALE 1"=40'
80'40'NAD 83MATCHLINESHEET C6.1PROFILE SCALE
0
0
40
4 MATCHLINESHEET C6.10
SCALE 1"=40'
80'40'NAD 83MATCHLINETHIS SHEETMATCHLINETHIS SHEETH: 1" = 40'
V: 1" = 4'
780
785
790
795
800
805
810
815
820
825
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
COLD WATER TERRACE
795
800
805
810
815
820
825
830
835
840
795
800
805
810
815
820
825
830
835
840
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
COLD WATER TERRACE
770
775
780
785
790
795
800
805
810
815
770
775
780
785
790
795
800
805
810
815
750
755
760
765
770
775
780
785
790
795
COLD WATER TERRACE816.3822.0825.8829.0830.8831.6829.6825.9821.1814.8807.9806.1805.3805.6807.1805.1802.4803.0804.1804.9802.8799.9796.3792.3787.3816.29821.97825.78829.04830.81831.62829.61825.94821.13814.76807.90806.09805.32805.59807.07805.06802.45802.95804.13804.86802.83799.90796.34792.34787.3112+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
237' VC
K = 20.00
A.D. = -11.87%
PVI ELEV = 831.38
PVI STA = 13+39.46
HIGH PT STA = 13+52.49
HIGH POINT ELEV = 827.89
BVCS = 12+20.72BVCE = 823.55EVCS = 14+58.19EVCE = 825.1066' VC
K = 20.00
A.D. = -3.28%
PVI ELEV = 813.50
PVI STA = 18+21.47
HIGH PT STA = 17+88.67
HIGH POINT ELEV = 814.00
BVCS = 17+88.67BVCE = 814.00EVCS = 18+54.27EVCE = 811.9275' VC
K = 20.00
A.D. = 3.75%
PVI ELEV = 816.60
PVI STA = 16+18.97
LOW POINT STA = 16+56.50
LOW POINT ELEV = 816.03
BVCS = 15+81.45BVCE = 818.59EVCS = 16+56.50EVCE = 816.03-5.
2
8
%
-1.53%
-4.
8
1
%
CENTERLINE OF
STREET
"BOATHOUSE WAY"
EXISTING
GROUND
C8
113.47' OF
24" RCP
@ 2.51%
24" MIN.
3'
8" PVC
WATERMAIN
8" PVC
WATERMAIN
8" CROSS W/
VALVES
8" AIR RELEASE
VALVE
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY4+005+006+0012+00 13+00 14+00 15+00 16+00 17+00
18+0
0
19+00 20+00
21+00
22+00
23+00
COLDWATER TERRACE
(50' R/W)
COLDWATER TERRACE
(50' R/W)BOATHOUSE WAY(50' R/W)PIN: 699
0
-
3
5
-
6
6
5
7
N/F: STU
A
R
T

W
A
Y
N
E

P
A
R
R
I
S
H

A
N
D815820825825830831830825820815805800800800
797 795790785790795800805810
805810812
814
815
810
805
C7
C9C8 790795800805810815820820825825 787788789791792793794796797798799801802803804806807808809811812813814
816817817818818819819821821822822823823824824826826827827830
835
827
8
2
7
8
2
8
828
829
831
832
833
834
836
40,084 SF40,371 SF
13 40,379 SF 46
41
40,500 SF
40,265 SF
41,245 SF
40,189 SF
41,087 SF
53
52
51 50
49
48
40,016 SF20A20,579 SF8''W8''W
8''W
8''W
8''W8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''WC6.1 COLD WATER TERRACE PLAN & PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C6.0 - RDPROF.dwg | Plotted on 12/10/2020 1:36 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSMATCHLINESHEET C6.2MATCHLINESHEET C6.0PROFILE SCALE
0
0
40
4
0
SCALE 1"=40'
80'40'NAD 83MATCHLINESHEET C6.2H: 1" = 40'
V: 1" = 4'
770
775
780
785
790
795
800
805
810
815
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
COLD WATER TERRACE
750
755
760
765
770
775
780
785
790
795
750
755
760
765
770
775
780
785
790
795
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
COLD WATER TERRACE
740
745
750
755
760
765
770
775
780
785
740
745
750
755
760
765
770
775
780
785
799.9796.3792.3787.3783.5782.2779.8775.8769.8763.1760.8762.6765.5766.4764.7762.4760.0758.4756.8755.6754.4752.6753.0754.3799.90796.34792.34787.31783.53782.23779.79775.78769.77763.09760.84762.60765.51766.40764.75762.39760.04758.40756.79755.63754.36752.62753.00754.3222+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50
40' VC
K = 20.00
A.D. = -2.00%
PVI ELEV = 754.53
PVI STA = 32+86.80
HIGH PT STA = 32+86.80
HIGH POINT ELEV = 754.43
BVCS = 32+66.80BVCE = 754.33EVCS = 33+06.80EVCE = 754.3346' VC
K = 20.00
A.D. = 2.28%
PVI ELEV = 762.56
PVI STA = 28+80.01
LOW POINT STA = 29+02.86
LOW POINT ELEV = 761.99
BVCS = 28+57.17BVCE = 763.66EVCS = 29+02.86EVCE = 761.9971' VC
K = 20.00
A.D. = 3.53%
PVI ELEV = 753.89
PVI STA = 32+23.01
LOW POINT STA = 32+38.29
LOW POINT ELEV = 754.15
BVCS = 31+87.73BVCE = 754.78EVCS = 32+58.29EVCE = 754.25-4.
8
1
%
-2.53
%
1.00%-1.00%
CENTERLINE OF
STREET
"BOATHOUSE WAY"
EXISTING
GROUND
EXISTING
GROUND
C5
100.25' OF
36" RCP
@ 2.70%
STREAM CROSSING
SPAN 30'
CONNECT TO
PROPOSED 8"
WATERMAIN
VERTICAL BEND
TO MAINTAIN
SEPARATION
8" PVC
WATERMAIN
4' TYP
(3' MIN.)
8" TEE W/ VALVE
3.5'
±30 LF 16" STEEL
ENCASEMENT
C2: 36 LF OF
7'"X5'-1" CMP @ 1.00%
BURIED 1' UNDER
EXISTING SURFACE
24"31+0031+93.2922+00
23+00 24+00
25+00
26+00
COLDWATER TERRACE
(50' R/W)795790785780777776775780785786790795800 7657757807857907957767
7
7
77877978178278378478678778878979179279379440,230 SF46 2941,087 SF
46,117 SF
48
47
8''W
8''W
8''W8''W8''W
8'
'W8'
'W31+93.2926
+
0
0
27+00
28+00
29+00
30+00
31+00
32+00
33
+
0
0
33
+
5
4
.
2
2
COLDWATER TERRACE
(50' R/W)
X
XX
OHP
OHP
OHPXXX
COLD
W
A
T
E
R

D
R
I
V
E E/PE/P7757807657
6
0760765 755
760765
770 765
755753
755753752750754748
751
743XX XX(5) UNKNOWNSIZE
TREES24"SYCAMOREC1
C3 C2C4
C6 75576
0
765770775754756757758759761762
763764766767768769771772773774776777C5 8''
W
8''W
8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W
8''WC6.2 COLD WATER TERRACE PLAN AND PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C6.0 - RDPROF.dwg | Plotted on 12/10/2020 1:36 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSMATCHLINESHEET C6.1PROFILE SCALE
0
0
40
4
0
SCALE 1"=40'
80'40'NAD 830
SCALE 1"=40'
80'40'NAD 83H: 1" = 40'
V: 1" = 4'MATCHLINETHIS SHEETMATCHLINETHIS SHEET
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
BOATHOUSE WAY
810
815
820
825
830
835
840
845
850
855
810
815
820
825
830
835
840
845
850
855
770
775
780
785
790
795
800
805
810
815
838.0838.0835.5833.3831.5827.8826.0827.8831.0832.5832.0828.6825.0820.9817.4812.2806.8801.4838.00838.00835.48833.27831.49827.83826.00827.78830.98832.46832.00828.58825.02820.93817.40812.17806.76801.42-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
234' VC
K = 20.00
A.D. = -11.69%
PVI ELEV = 832.04
PVI STA = 8+19.99
HIGH PT STA = 7+60.92
HIGH POINT ELEV = 829.50
BVCS = 7+03.11BVCE = 828.66EVCS = 9+36.87EVCE = 821.7646' VC
K = 20.00
A.D. = -2.31%
PVI ELEV = 837.82
PVI STA = 3+43.35
HIGH PT STA = 3+20.27
HIGH POINT ELEV = 839.01
BVCS = 3+20.27BVCE = 839.01EVCS = 3+66.43EVCE = 836.10253' VC
K = 24.42
A.D. = 10.36%
PVI ELEV = 823.72
PVI STA = 5+32.15
LOW POINT STA = 5+88.06
LOW POINT ELEV = 826.36
BVCS = 4+05.66BVCE = 833.17EVCS = 6+58.65EVCE = 827.382.89%
-5.
1
6
%
-7
.
4
7
%
-8
.
8
0%
INTERSECTION
CENTERLINE
WITH "COLD WATER
TERRACE"
OFF-SITE
849.6848.1846.7845.6843.9841.5840.1838.2835.9833.3EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
8" PLUG AND
VALVE
FIRE HYDRANT
ASSEMBLY
8" CROSS
W/ VALVES
8" PVC
WATERMAIN
FIRE HYDRANT
ASSEMBLY
3' MIN.
MAIN END CAP
FOR PHASE 1 -
REMOVE AND CONNECT
FOR PHASE 2
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00
8+0
0
9+
0
0
10
+
0
0
11+00
12+00
11+0012+0013+0014+00COLDWATER TERRACE(50' R/W)BOATHOUSE WAY(50' R/W)BOATHOUSE WAY(50' R/W)810815 820825825825830831830831830829828827825820815810805800805810815820825830832815
820
825
814
816
817
818
819
821
822
823
824
826
827
800805810815820825830835797798799801802803804806807808809811812813814816817818819821822823824826827827827828828828829829829831832833834836837838839
40,371 SF40,660 SF1314
38
39
5443,399 SF
42,028 SF
40,051 SF40,016 SF20A
20,579 SF 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WC6.3 BOATHOUSE WAY PLAN & PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C6.0 - RDPROF.dwg | Plotted on 12/10/2020 1:36 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSPROFILE SCALE
0
0
40
4
0
SCALE 1"=40'
80'40'NAD 83MATCHLINESHEET C6.4SHEET C6.4MATCHLINEH: 1" = 40'
V: 1" = 4'
810
815
820
825
830
835
840
845
850
855
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
BOATHOUSE WAY
770
775
780
785
790
795
800
805
810
815
770
775
780
785
790
795
800
805
810
815
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
BOATHOUSE WAY
760
765
770
775
780
785
790
795
800
805
760
765
770
775
780
785
790
795
800
805
745
750
755
760
765
770
775
780
785
790
BOATHOUSE WAY825.0820.9817.4812.2806.8801.4796.7790.8786.5780.6773.9779.6780.6778.8782.2786.2790.9791.9790.6786.6781.0774.7768.0761.1759.3825.02820.93817.40812.17806.76801.42796.67790.76786.53780.64773.90779.60780.56778.80782.15786.17790.90791.89790.60786.58780.97774.69768.02761.07759.329+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00EVCS = 9+36.87EVCE = 821.76159' VC
K = 20.00
A.D. = -7.95%
PVI ELEV = 793.05
PVI STA = 17+12.39
HIGH PT STA = 16+53.31
HIGH POINT ELEV = 792.34
BVCS = 16+32.93BVCE = 792.24EVCS = 17+91.84EVCE = 787.54196' VC
K = 20.00
A.D. = 9.82%
PVI ELEV = 788.94
PVI STA = 13+09.82
LOW POINT STA = 13+87.61
LOW POINT ELEV = 789.84
BVCS = 12+11.66BVCE = 797.58EVCS = 14+07.99EVCE = 789.95167' VC
K = 20.00
A.D. = 8.33%
PVI ELEV = 769.74
PVI STA = 20+48.88
LOW POINT STA = 21+04.12
LOW POINT ELEV = 770.71
BVCS = 19+65.59BVCE = 775.51EVCS = 21+32.171.02%
-6
.
9
3
%
-8
.
8
0%
EXISTING
GROUND
EXISTING
GROUND
17
46.31' OF
24" RCP
@ 13.00%
8" PVC
WATERMAIN
8" PVC
WATERMAIN
FIRE HYDRANT
ASSEMBLY
3' MIN.
FIRE HYDRANT
ASSEMBLY
16+00 17+00 18+00
19+00
20+00 21+00
BOATHOUSE WAY
760755754775780
7857807
7
5 79513
11
11B
15 121411A7757807857907
7
17727737747767777787797817827837847867877887897917
9
2792
42,305 SF
41,544 SF
40,192 SF
23
35
36
40,100 SF
43,969 SF
42,094 SF
22
21
8''W 8''W 8''W 8''W
8''W
8''W 8''W9+0010+001
1
+
0
0
12
+
0
0
13+00
14+0
0 15+0016+0017+00BOATHOUSE WAY(50' R/W)825
820
815
810805
800795790795800805810
815
820825
780770
769
775
775775770785
18
16
16B
171916A79
0 790795800805810815
820825
791791792
792792793794796797798799801802803804806807808809811812
813
814
816
817
818
819
821
822
823
824
40,186 SF37
3
8
4
2
,
0
2
8

S
F
44,535 SF
20
42,601 SF8''W8''W8''W8''W8''W
8''W
8''W 8''W 8''W8''WC6.4 BOATHOUSE WAY PLAN & PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C6.0 - RDPROF.dwg | Plotted on 12/10/2020 1:36 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSMATCHLINESHEET C6.3PROFILE SCALE
0
0
40
4
0
SCALE 1"=40'
80'40'NAD 83SHEET C6.5MATCHLINESHEET C6.5MATCHLINETHIS SHEETMATCHLINEMATC
H
LI
N
E
SHEE
T
C
6.
3
MA
T
C
H
L
I
N
E
THI
S

S
H
E
E
T
0
SCALE 1"=40'
80'40'NAD 83H: 1" = 40'
V: 1" = 4'
760
765
770
775
780
785
790
795
800
805
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
BOATHOUSE WAY
745
750
755
760
765
770
775
780
785
790
745
750
755
760
765
770
775
780
785
790
BOATHOUSE WAY
745
750
755
760
765
770
775
780
785
790
781.0774.7768.0761.1759.3760.4763.7765.3765.3766.4768.6771.5773.5773.3769.6767.4768.6771.9772.8769.7769.1770.6772.5774.1773.7780.97774.69768.02761.07759.32760.36763.75765.34765.26766.37768.65771.51773.48773.32769.56767.35768.62771.87772.83769.67769.10770.64772.50774.11773.7219+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
110' VC
K = 20.00
A.D. = -5.51%
PVI ELEV = 776.05
PVI STA = 24+99.17
HIGH PT STA = 24+72.16
HIGH POINT ELEV = 775.48
BVCS = 24+44.11BVCE = 775.28EVCS = 25+54.23EVCE = 773.79167' VC
K = 20.00
A.D. = 8.33%
PVI ELEV = 769.74
PVI STA = 20+48.88
LOW POINT STA = 21+04.12
LOW POINT ELEV = 770.71
BVCS = 19+65.59BVCE = 775.51EVCS = 21+32.17EVCE = 770.91102' VC
K = 20.00
A.D. = 5.10%
PVI ELEV = 770.79
PVI STA = 26+27.42
LOW POINT STA = 26+58.46
LOW POINT ELEV = 771.20
BVCS = 25+76.39BVCE = 772.88EVCS = 26+78.45EVCE = 771.30-6
.
9
3
%
1.40%
-4.1
0
%
1.00%
EXISTING
GROUND
EXISTING
GROUND
INTERSECTION
WATER TERRACE
12
44.22' OF
36" RCP
@ 9.50%
7
44.22' OF
24" RCP
@ 1.00%
8" PVC
WATERMAIN
24" MIN.
FIRE HYDRANT
ASSEMBLY
VERTICAL BEND
TO ACHIEVE
MIN. SEPARATION
FIRE HYDRANT
ASSEMBLY
TERRACE WATERMAIN
8" PVC
WATERMAIN
8" DUCTILE IRON
FIRE HYDRANT
ASSEMBLY
MAIN END CAP
FOR PHASE 1 -
REMOVE AND CONNECT
FOR PHASE 2
19+00
20+00 21+00 22+00
23+00
24+00 25+00 26+00
BOATHOUSE WAY
(50' R/W)
7657707717707687
6
5
7
6
0
76
2 77577
0
7
7
5 77677
0
76075575477578013
11
11B
15 121411A6
8
10 77757
7
57757807
7
1 771
772
772772773773773
774774774776777778779781782
40,994 SF
40,004 SF54,651 SF
42,305 SF
23
24 26
31
33
34
43,969 SF
42,094 SF
42,717 SF
40,649 SF
40,280 SF
25
32
8''W
8''W 8''W 8''W
8''W
8''W 8''W 8''W 8''W
8''W 26+002
7
+
0
0
28+
0
0
29+00
30+00
31+0
0
AS CO
-TRUSTEES
OF
THEANDREW QUENT
IN
PARR
ISH
780
77
7
7
7
6
775774772
770
768
770770765775
776
770775774773
770
6
8
79775772772
773
774
40,230 SF
303140,280
SF
40,002 SF
2729
8''W
8
'
'W
8''
W
8''W
8''W
8''W 8''WC6.5 BOATHOUSE WAY PLAN & PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C6.0 - RDPROF.dwg | Plotted on 12/10/2020 1:36 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSMATCHLINESHEET C6.4PROFILE SCALE
0
0
40
4
0
SCALE 1"=40'
80'40'NAD 83MATCHLINETHIS SHEET0
SCALE 1"=40'
80'40'
NAD
8
3
SHEET C6.6MATCHLINESHEET C6
.6MATCHLINE
MATC
H
LI
N
E
THIS
S
H
E
E
T
H: 1" = 40'
V: 1" = 4'
745
750
755
760
765
770
775
780
785
790
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
BOATHOUSE WAY
745
750
755
760
765
770
775
780
785
790
745
750
755
760
765
770
775
780
785
790
772.5774.1773.7772.4772.50774.11773.72772.4230+00 31+00 32+00 32+50
20' VC
K = 20.00
A.D. = -1.00%
PVI ELEV = 776.33
PVI STA = 31+81.29
HIGH PT STA = 31+91.28
HIGH POINT ELEV = 776.33
BVCS = 31+71.29BVCE = 776.23EVCS = 31+91.28EVCE = 776.33-0.00%
EXISTING
GROUND
INTERSECTION
W/ COLD
WATER TERRACE
FIRE HYDRANT
ASSEMBLY
8" TEE W/ VALVE
CONNECTION
TO COLD WATER
TERRACE WATERMAIN
MAIN END CAP
FOR PHASE 1 -
REMOVE AND CONNECT
FOR PHASE 2
30+00
31+00 31+93.29 24+0025+0026+0027+00COLDWATER TERRACEXXXX7
8
0
7777767757747
7
2
775
780
7
8
5
7
8
6
765
760
765
770
7
6
8
7
6
5 XXC4
C6
770
775
7
8
0
7
8
5
771
772
773
774
776
777
77
8
7
7
9
7
8
1
7
8
2
7
8
3
7
8
4
775
774
C5
40
,
2
3
0

S
F
29
46,117 SF478''W8''W8''W8''W8''W
8''W8''WHORIZ SCALE: 1"=40'
VERT SCALE: 1"=4
BRIGHT WATER LANE
780
785
790
795
800
805
810
815
820
825
780
785
790
795
800
805
810
815
820
825
793.8800.6800.6796.6796.7800.8805.2808.3806.2801.2793.80800.63800.59796.62796.69800.82805.18808.33806.16801.22-0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50
0.00%
0.00%
3.15%
0.00%
63' VC
K = 20.00
A.D. = 3.15%
PVI ELEV = 784.25
PVI STA = 0+42.02
LOW POINT STA = 0+10.53
LOW POINT ELEV = 784.25
BVCS = 0+10.53BVCE = 784.25EVCS = 0+73.51EVCE = 785.2463' VC
K = 20.00
A.D. = -3.15%
PVI ELEV = 797.34
PVI STA = 4+57.87
HIGH PT STA = 4+89.36
HIGH POINT ELEV = 797.34
BVCS = 4+26.38BVCE = 796.35EVCS = 4+89.36EVCE = 797.34EXISTING
GROUND
8" TEE W/ VALVE
CONNECTION TO
COLDWATER TERRACE
WATER MAIN
8"X6" TEE W/ 8"
VALVE CONNECTION
TO COLDWATER TERRACE
WATERMAIN
FIRE HYDRANT
ASSEMBLY
8" PVC
WATERMAIN
0
+
0
0
0
+
5
0
1
+
0
0
1+
5
0
2+00
2+50
3+00
3+50 4+004+504+90.563+00
4+00
5+00
6+00
7+00
8+
0
0
9+
0
0
10
+
0
0
COL
D
W
A
T
E
R
T
E
R
R
A
C
E
BRIGHT
W
A
T
E
R

L
A
N
E
(50' R/W)
795
800
795
790
785
790795800805810
810812
805810820815810805800
795
790
775
780
785
790
795
800
805
810
80
5
80
0
7
9
5
803
25
27
2
6
48,420

S
F
12
40,
0
3
7

S
F
40,747

S
F
9
8''
W
8''
W
8''
W
8''
W
8''W
8''W8''W
8''W
6''W
8''W
8''
W
8''W 8''W
8''W 8''W
C6.6 ROAD PLAN & PROFILEM. MARTIN
M. MARTIN
R. RINGLER
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\C6.0 - RDPROF.dwg | Plotted on 12/10/2020 1:37 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSMATCHLINESHEET C6.5PROFILE SCALE
0
0
40
4
0
SCALE 1"=40'
80'40'
NAD 83
0
SCALE 1"=40'
80'40'NAD 83PROFILE SCALE
0
0
40
4
H: 1" = 40'
V: 1" = 4'
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 12/10/2020 1:37 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD 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
C7.1 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 12/10/2020 1:37 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSNOTES
BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE SEDIMENT STORAGE ZONE IS HALF-FULL OR EVERY 90 DAYS
WHICHEVER COMES FIRST.
THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE
TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL
BE 50 MIL. HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE.
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
VENT SCREEN ACCESSIBLE
THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
FLEXIBLE JOINT
(RADIATOR HOSE)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASING, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
GROUND STABILIZATION
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION
TIME EXCEPTIONS
·PERIMETER DIKES,
SWALES, DITCHES,
AND SLOPES
·HIGH QUALITY
WATER (HQW)
ZONES
·SLOPES STEEPER
THAN 3:1
·SLOPES 3:1 OR
FLATTER
·ALL OTHER AREA
WITH SLOPE
FLATTER THAN 4:1
7 DAYS NONE
7 DAYS NONE
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
14 DAYS
14 DAYS
7-DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
PERMANENT SEEDING
PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO
DEPTH OF SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE.
REMOVE ALL STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE SURFACE
WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH.
INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER
PLUS 500 POUNDS OF 20-PERCENT SUPERPHOSPHATE PER ACRE AND TWO
TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A
LOWER RATE OF LIME CAN BE USED.
MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND
EITHER CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400
GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.
PERMANENT SEEDINGS:
PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATES
TALL FESCUE 110 LBS AUG 15 - OCT 15
JAPANESE CLOVER FEB 15 - MAY 1
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
3:1 OR LESS)
TALL FESCUE 140 LBS AUG 15 - OCT 15
JAPANESE CLOVER FEB 15 - MAY 1
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
STEEPER THAN 3:1)
BLEND OF TWO TURFTYPE 200 LBS AUG 15 - OCT 15
TALL FESCUES (90%) AND FEB 15 - MAY 1
TWO OF MORE IMPROVED
KENTUCKY BLUEGRASS
VARIETIES (10%) (GENERAL
LAWN AREAS)
* REFER TO THE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS
IN THE "NORTH CAROLINA EROSION CONTROL PLANNING MANUAL"
JUNE 1, 2006 EDITION.
FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE FALL
AND WINTER SEEDINGS, USE UNSCARIFIED SEEDS.
EROSION CONTROL MATTING SHALL BE PROVIDED ON ALL SLOPES 3:1 AND
GREATER.
SUMMER
TEMPORARY SEEDING (PIEDMONT REGION)
SEEDING MIXTURE
SPECIES RATE (lb/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50
lb/ACRE.
SEEDING DATES
MOUNTAINS-MAY 15 - AUG. 15
PIEDMONT-MAY 1 - AUG. 15
COASTAL PLAIN-APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND
750 lb/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
FALL
TEMPORARY SEEDING (PIEDMONT REGION)
SEEDING MIXTURE
SPECIES RATE (lb/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000
lb/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
FEBRUARY OR EARLY MARCH.
LATE WINTER/EARLY SPRING
TEMPORARY SEEDING (PIEDMONT REGION)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN-DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
lb/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
SEEDING MIXTURE
SPECIES RATE (lb/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS) 50
**REFER TO THE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS IN THE "NORTH
CAROLINA EROSION CONTROL PLANNING MANUAL" JUNE 1, 2006 EDITION.
PIPE
CLASS B RIP-RAPFLOWNCDOT #5 OR #57 STONE
1' THICK x 2' HIGH
(MINIMUM)
FLOW
FLOW
SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
PIPE2'FINISHED
GRADE
CLASS B RIP-RAP
1.5'MAX SEDIMENT DEPTH
(CLEAN OUT POINT)
SEDIMENT STORAGE ZONE
FLOOD STORAGE ZONE
NCDOT #5 OR #57 STONE
FLO
W
2'1'3'
CONSTRUCTION SPECIFICATIONS:
1.CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF
SPOIL.
2.INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT.
THE MINIMUM CREST WIDTH OF THE RIP-RAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM
WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER
THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3.A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIPRAP.
4.THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE
STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5.WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
GROUND COVER.
MAINTENANCE:
1.INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED AREA AND REPLACE THE CONTAMINATED
PART OF THE GRAVEL FACING.
2.CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY.
3.AFTER ALL THE SEDIMENT AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION).
RIP-RAP HEAD WALL, 1'
MIN HEIGHT FROM ROAD
SHOULDER
ROCK PIPE INLET PROTECTION (*NCDEQ 6.55)
BRIDGE DETAIL
N.T.S
20' ASPHALT PAVEMENT
(PER TYP. RESIDENTIAL
COLLECTOR ROAD DETAIL)
RETAINING WALL
(STRUCTURAL
DESIGN BY OTHERS)
36 LF ARCHED CULVERT
(REFER TO GRADING PLAN)
EXISTING GRADE
WATER
MAIN
NOTE: TEMPORARY SEEDING TO BE USED WHEN OUTSIDE OF SPECIFIED
PERMANENT SEEDING PLANTING DATES.
COFFER DAM W/ PUMP CONFIGURATION
N.T.SFLOW COFFER DAM
NATURAL STREAM BED
HOSE
PUMP
RIP-RAP
AREA OF NEW
CONSTRUCTION
FOR NEW
ROAD CROSSING
PROPOSED
CULVERT
PUMP
SILT BAG
7' GRASSED
SHOULDER
CONVEYANCE SWALE
FLEXIBLE PIPE SLOPE DRAIN (NCDEQ 6.32)N.T.S.
C7.2 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 12/10/2020 1:37 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSNOTE: ALL METERS ARE TO
BE LOCATED OUTSIDE OF
ANY ASPHALT PAVEMENT.
METERS ARE TO BE
LOCATED BEHIND/OUT OF
THE DITCH. ANY METER
OUTSIDE THE RIGHT-OF-WAY
TO HAVE 4' EASEMENT ON
ALL SIDES TO ALLOW THE
TOWN OF STOKESDALE
ACCESS FOR MAINTENANCE
AND ACCESS.
NOTE: ALL VALVES ARE TO
BE LOCATED OUTSIDE OF
ANY ASPHALT PAVEMENT.
FIRE HYDRANTS ARE TO BE
LOCATED BEHIND THE DITCH
SO THE SHOULDER CAN
REMAIN OPEN FOR
VEHICULAR RECOVERY
AREA AND TO ALLOW NCDOT
TO MAINTAIN SHOULDER
AND DITCH.
C7.3 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 12/10/2020 1:37 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSFigure A
Figure D
Ground
Surface
Figure C - Cross Section ViewFigure B - Profile View
Figure F - Profile View
Figure E
Figure G - Critical Points
Toe of Slope
Crest of Slope
Ground Surface Ground Surface
FlowPrepare site to design profile and grade.
Remove debris, rocks, clods, etc.. Ground
surface should be smooth prior to installation
to ensure blanket remains in contact with
slope.
Seeding of site should be conducted to design
requirements or to follow local or state seeding
requirements as necessary.
At a minimum, 6" long by 1" crown, 11
gauge staples are to be used to secure the
blanket to the ground surface. Installation in
rocky, sandy or other loose soil may require
longer staples.
Excavate a trench along the top of the channel side
slopes and the upstream terminal end of the channel
to secure the edges of the blanket. The trench should
run along the length and width of the installation, be
6" wide and 6" deep. Staple blanket along bottom of
trench, fill with compacted soil, overlap blanket
towards toe of slope and secure with row of staples
(shown in Figures A, E and F).
Step 4 - Excavate Anchor Trench and Secure
Blanket
Step 5 - Secure Body of Blanket
Roll blanket down slope from anchor trench. Staple
body of blanket following the pattern shown in Figure
D. Leave end of blanket unstapled to allow for
overlap shown in Figure B. Place downstream
blanket underneath upstream blanket to from shingle
pattern. Staple seam as shown in Figure E. Secure
downstream blanket with stapling pattern shown in
Figure D. Stapling pattern shown in Figure D reflects
minimum staples to be used. More staples may be
required to ensure blanket is sufficiently secured to
resist mowers and foot traffic and to ensure blanket is
in contact with soil surface over the entire area of
blanket. Further, critical points require additional
staples. Critical points are identified in Figure G.
Step 6 - Continue Along Slope - Complete
Installation
Overlap adjacent blankets as shown in Figure C and
repeat Step 5. Secure toe of slope using stapling
pattern shown in Figure E. Secure edges of
installation by stapling at 1.5' intervals along the
terminal edge.
Crest of Slope
Figure CFigure C
Blanket 3
Blanket 2
Blanket 1 Blanket 2
Blanket 1
Flow
Blanket 2
Blanket 3
Figure E -
Plan View
Figure D - Plan View
- Denotes Staple Location
- Denotes Staple Location
- Denotes Staple Location
CHANNEL INSTALLATION
INSTRUCTIONS
*Approximately 360 Staples per 7.5' Roll &
720 Staples per 15' Roll Required - Drawings
Not to Scale 15' Wide Blanket Shown
SLOPE MATTING INSTALLATION (NCDEQ 6.17)N.T.S.
C7.4 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 12/10/2020 1:37 PM | by Maegan Martin08/21/2020
COLDWATERGUILFORD AND FORSYTH COUNTY - NORTH CAROLINA44636
PRELIMINARY - NOT FOR
CONSTRUCTION
12/10/2020
10/09/2020RESUBMITTAL #110/23/2020RESUBMITTAL #212/01/2020NCDOT COMMENTS12/10/2020GUILFORD COUNTY COMMENTSNCG01 GROUND STABILIZATION
AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION,
RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more
shall use outlet structures that withdraw water from the surface when these devices need
to be drawn down for maintenance or close out unless this is infeasible. The
circumstances in which it is not feasible to withdraw water from the surface shall be rare
(for example, times with extended cold weather). Non-surface withdrawals from
sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface
withdrawal and the specific time periods or conditions in which it will occur. The
non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in
accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of
pollutants from stormwater that is removed from the sediment basin. Examples of
appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and
filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the
extent feasible at the outlet of the dewatering treatment devices described in Item (c)
above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are
provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c)
above is disposed of in a manner that does not cause deposition of sediment into waters
of the United States.