NCC230125_Site Plan or Location Map_20230117

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STELLA U E �Y �l� I Y�J[�JC I �Y G INC.
R 06 N.C. CORP. LIC. C-1815
B TT F Y DR U)16507-A NORTHCROSS DRIVE
SITE HUNTERSVILLE, N.C. 28078
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KELLY LN GRAVEL
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REEDY CREEK TOWNSHIP, LEXINGTON, NC 27295
DAVIDSON COUNTY
CIVIL PLANS
CG2 HOMES, INC.
3409 UNION GROVE ROAD
WINSTON SALEM, NC 27127
PHONE: [phone]
[e-mail]
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SHEET INDEX
Sheet Number
Sheet Title
C
COVER
C1.0
SITE PLAN
C2.0
EROSION CONTROL PLAN
C3.0
EROSION CONTROL DETAILS
C3.1
EROSION CONTROL DETAILS
C3.2
EROSION CONTROL DETAILS NCG01
C4.0
GRADING PLAN
C5.0
SALTER PATH PLAN & PROFILE & WATERLINE PLAN
C6.0
SITE DETAILS
C6.1
WATERLINE DETAILS & SPECIFICATIONS
1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4).SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's below. STANDARDS PART 1926 SUBPART P. OR AS AMMENDED.
Call before you dig.
REVISIONS
PROJECT NO.: 2022.15
SCALE: N.T.S.
DRAWN BY: PAB
CHECKED BY: MSL
DATE: 06/29/2022
SHEET NO:

PARCEL PIN ID:
6708-02-56-9440
JAMES VESTAL BYERLY
DB 2292/PG 0004
EX. ZONING: RA3
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PARCEL PIN ID:
6708-02-75-2316
RUSSELL R FREEDLE JR
NORMA P FREEDLE
DB 2298/PG 0864
EX. ZONING: RA3
1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
• UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
0 TO THE PUBLIC.
3).ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4).SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's below. STANDARDS PART 1926 SUBPART P. OR AS AMMENDED.
CaII before you dig.
SITE DEVELOPMENT NOTES:
3409 UNION GROVE RD
WINSTON SALEM, NC 27127
2. SITE ADDRESS: 3825 N. NC HWY 150
REEDY CREEK TOWNSHIP
DAVIDSON COUNTY
LEXINGTON, NC, 28295
3. PARCEL PIN: 6708-02-75-4739
DB 2170/PG 1020
4. TOTAL SITE AREA: ±20.36 ACRES (SURVEY)
±20.34 ACRES (GIS)
5. EX. ZONING: RA3
6. PROPOSED TOTAL NUMBER OF LOTS TO BE
DEVELOPED: 21
7. LOT SIZES:
MINIMUM LOT AREA: 20,000 S.F.
MINIMUM LOT WIDTH: 100 L.F.
MAXIMUM LOT COVERAGE: 30%
MAXIMUM BUILDING HEIGHT: 35'
8. LOT SETBACKS: MIN. FRONT: 30'
MIN. SIDE: 10'
MIN. REAR: 20'
9. BOUNDARY SURVEY INFORMATION BY:
DUSTIN HILL LAND SURVEYING
212 DANBURY BRIDGE ROAD
MADISON, NC 27025
336-239-4566
DATED: 5/2/2022
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S 80" E 542.42'
PARCEL PIN ID:
6708-02-76-0236
HERMAN E AUSBORNE JR
DB 1599/PG 1190
EX. ZONING: RA3
PROP. CBU MAIL KIOSK
SEE DETAIL -SHEET C6.0
11
130,763 S.F. /
\ N
12 N. \
117,232 S.F. �
/ 82,339 S.F. /
PARCEL PIN ID:
6708-02-76-4142
DONALD PEOPLES
SONIA VALDEZ
DB 2538/PG 2271
EX. ZONING: RA3
S 82 227.18'
PARCEL PIN ID:
6708-02-76-6161
KIMBERLY M FARMER
DB 2371/PG 0704
EX. ZONING: RA3
S 82°-15'-36"
191.69'
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STELLA ENGINEERING, INC
OR O ,6 N.C. CORP. LIC. C-1 815
B TTERFLY DR 16507-A NORTHCROSS DRIVE
SITE LENOX HUNTERSVILLE, N.C. 28078
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KELLYLN } GRAVEL FAX: [phone]
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PARCEL PIN ID: I
6708-02-76-8131
ASHLEY A DEASON ET AL
DB 2002/PG 0714
EX. ZONING: RA3 PARCEL PIN ID:
I 6708-02-76-9079
TODD A LEONARD
TERESA A LEONARD
S 82° DB 1263/PG 1707
17'-01. E I EX. ZONING: RA3
159.98' S 82 °-
1T-3p° E
67. 75,
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/ 6ARRY LEE HILL
897
HARRY LEE HILL
\ DB 2175/PG 1313
\ / EX. ZONING: RA3
S 78°-25-44" E ,?Q. �-
/ / 22,762 S.F.
23,896 S.F.
\ 24,928 S.F. I
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N 81 ° 33 19" W 657.95' 20REARETA
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N 85 03'-12" W 429'00, (total)
PARCEL PIN ID:
6708-02-85-0296
RUSSELL PALMER FREEDLE JR
DB 0387/PG 0054
EX. ZONING: RA3
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
CG2 HOMES, INC.
3409 UNION GROVE ROAD
WINSTON SALEM, NC 27127
PHONE: [phone]
[e-mail]
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REVISIONS
PROJECT NO.: 2022.15
SCALE: V = 60'
DRAWN BY: PAB
CHECKED BY: MSL
DATE: 06/29/2022
SHEET NO:
C1.0

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PARCEI PIN ID PAF3CE� P#fd IBA - -
GENERAL NOTES:
1. PROJECT ACREAGE: ±20.36 ACRES
LATITUDE/LONGITUDE:35.9011 N/80.5341 W
2. DISTURBED AREA = ±9.4 ACRES
3. SEE SHEETS C3.0-C3.2 FOR EROSION CONTROL DETAILS.
4. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE
CONDITIONS. ADDITIONAL MEASURES MAY BE REQUIRED
IF THE PROPOSED MEASURES CAN NOT FUNCTION AS
INTENDED.
5. TOPO & BOUNDARY PROVIDED BY:
DUSTIN HILL LAND SURVEYING
212 DANBURY BRIDGE ROAD
MADISON, NC 27025
336-239-4566
DATED: 5/2/2022
I / 6708-02-76-4142
6708-02USBO36 / / / / /
\ � - p � HERMAN E AIUSBORN JR / ' / DONALD PEOPLES _-
/ / / / / I I DB 1599/�G 119Cj / / / / / SONIA VALDEZ i / 10000
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/ / / l / / / / / ' K�@gRLY M FARMER - _ PARCEL PIN ID:
DB 2371/705T - - - 6708-02-76-8131 )
- - - _ / / - - EXONING: RA3 �
_ - - ASHC�YDEASON ET AL77
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^1 - -/ / / / DB 2002/PG­_0714 I I \
EX. ZONING: RA3 / I I PA CEL PIN ID: 1
6708-02-761079 f
TODD\ALEON�RD TERESP\A LEO PRD 1
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EX.ZOING:RA�\ 1
PARCEL PIN ID/ _
6708-02-56-944�0 Q \ I I . / / �J / / I ' ♦� _) I/ I I / / / / , /
JAMES VESTAL�iYERLY I / / \ \ \ ` off\ \ / / / l / I I / / / /� / / - - -
DB2292P00004 / / I \ \ \ \ \ I I . // /
EX.ONG: RA3 / / / Q
LEGEND
TEMPORARY DIVERSION DITCH
STABILIZED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBED AREA
SILT FENCE
SILT FENCE STONE OUTLET
COIR MESH BAFFLES
CONCRETE WASHOUT
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\O� I I EX. ZONING: RA3
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/ I PARCEL PIN I p: / !� \ / \ \ \ \ \ \ ♦ I / \/ \ ` \ \ \/`
6708-02-75-2316 / / \ ! \ \ \ \ ` \ \ \ / ♦ ♦I♦
RUSSELL R FREEDI_E JR / \ / /\ \ \ \/\ �\ \ ` \ 1 '
\ NORMA P FREIRIDLE
/ DB 2298/PG/0864
♦\ \
/ EX. ZONING: RA3 / / / / / / /�I \ \ \y� \ I \ ♦ / \ \ I I HP
/ / / - �/ / / \ \ \ ♦ I \ \� I
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AN AN
LIMITS OF DIST�R ANCE�TYP.) - - -
o- I I I I I
J .TEMPORARY DIVERSION
DITCH(TYP.) \ 31 I I
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1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
• UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
0 TO THE PUBLIC.
3).ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4).SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig.
1. RECEIVE APPROVALS FROM NCDEQ.
2. NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING
ACTIVITIES AND SCHEDULE PRE -CONSTRUCTION MEETING ON -SITE.
3. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS.
4. CLEAR & GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF EROSION
CONTROL DEVICES.
5. INSTALL PERIMETER SILT FENCING
6. INSTALL SKIMMER BASINS AND INSTALL COIR MESH BAFFLES AS SHOWN.
7. INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN.
8. CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL
MEASURES ONCE INSTALLED.
9. UPON APPROVAL FROM INSPECTOR, BEGIN CLEARING AND GRUBBING SITE.
10. COMMENCE GRADING OPERATIONS FOR STREET AND LOTS.
11. ONCE GRADING ROUGH OPERATIONS ARE COMPLETE, SITE IS TO BE SEEDED AND
MULCHED PER SPECIFICATIONS. EROSION CONTROL MEASURES ARE TO REMAIN
INTACT FOR HOME CONSTRUCTION.
12. FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON INDIVIDUAL
LOTS. BUILDER SHALL INSTALL SILT FENCE & CONSTRUCTION ENTRANCES AS PER
DETAILS ON SHEETS C3.0 & C3.1 AS NEEDED TO ENSURE NO OFF -SITE SEDIMENTATION.
13. LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE
GRADING AND HOME BUILDING.
14. EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY
AREAS ARE STABILIZED AND NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL.
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PARCELPINICJ�����
\\ 6708-02-85-0296 \
RU�SSELL PALMER FREEDLE JR I
\ZONING RA3 /
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MAINTENANCE PLAN:
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1. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY
SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES
OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES \
SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
OF THE SITE WHERE CONTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED, IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT. C3.0
3. SEDIMENT IS TO BE REMOVED FROM THE TRAPS, BASINS, AND DAMS WHEN STORAGE
CAPACITY REACHES 50%. GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES
APPROXIMATELY 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD
ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL
DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
-STABILIZED CONSTRUCTION
ENTRANCE(TYP.)
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N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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CG2 HOMES, INC.
3409 UNION GROVE ROAD
WINSTON SALEM, NC 27127
PHONE: [phone]
[e-mail]
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REVISIONS
PROJECT NO.: 2022.15
SCALE: V = 60'
DRAWN BY: PAB
CHECKED BY: MSL
DATE: 06/29/2022
60 o 30 GRAPHIC SCALE 24o I SHEET NO:
60 120
( IN FEET )
1 inch = 60 ft.
C200