NCC220913_Site Plan or Location Map_20220228

GENERAL CONSTRUCTION NOTES:
1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILITIES IN
AND NEAR THE AREAS OF PROPOSED WORK IS THE
RESPONSIBILITY OF THE CONTRACTOR. DAMAGE TO
UTILITIES EITHER SHOWN OR NOT SHOWN ON THIS PLAN IS
THE CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST CONTACT NC ONE —CALL, CITY OF
WINSTON—SALEM, PUBLIC WORKS DEPARTMENT, AND OTHER
SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
3. UNDERGROUND LOCATION SURVEY INFORMATION REGARDING
EXISTING FEATURES WITHIN THE SITE HAS NOT BEEN
PERFORMED.
4. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN
ACCORDANCE WITH SEEDING SPECIFICATIONS OF THE CITY
OF WINSTON—SALEM/ NCDEQ.
5. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH
NCDOT AND CITY OF WINSTON—SALEM TRAFFIC CONTROL
REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT
ALL TIMES.
6. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY
RELOCATION. CONTRACTOR SHALL COORDINATE RELOCATION
AND INSTALLATION OF ALL UTILITY SERVICES WITH THE
APPROPRIATE UTILITY SERVICE PROVIDERS.
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
AND MAINTAINED PER THE LATEST STANDARDS OF THE
LAND QUALITY SECTION OF NCDEQ.
8. CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY
MANNER SO THAT WORKMEN AND THE PUBLIC ARE
PROTECTED FROM INJURY.
9. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY GREEN
MOUNTAIN ENGINEERING, PLLC
10. WETLANDS DELINEATION PROVIDED BY PILOT
ENVIRONMENTAL, INC. ON MARCH 16 2021.
BARROW FARMS SUBDIVISION
PHASE 1 & 2
ni n Gi AT Rnru an
NOTES:
1. THE GENERAL CONTRACTOR/DEVELOPER SHALL CONTACT THE STORMWATER
ADMINISTRATOR FOR AN INSPECTION OF THE STORWATER FEATURES PRIOR TO THE
ISSUANCE OF THE STORMWATER MANAGEMENT OCCUPANCY PERMIT
2. THE OWNER/ENGINEER SHALL PROVIDE AS—BUILTS OF ALL STORM DRAINAGE AND
IMPERVIOUS AREA PRIOR TO INSPECTION OF THE SITE AND ISSUANCE OF THE
STORMWATER MANAGEMENT OCCUPANCY PERMIT.
FORSYTH COUNTY, NC 27284
3.
THE OWNER/DEVELOPER SHALL PROVIDE CCTV FOOTAGE AND REPORTS OF ALL NEWLY
487.11'
INSTALLED STORM DRAINAGE SYSTEMS (15 INCHES AND GREATER INTERNAL DIAMETER,
S54` 10' 13"W
FROM STRUCTURE, TO VOC STAFF REVIEW.)
�.
4.
THE CURRENT PROPERTY OWNER (AT ANYTIME) IS RESPONSIBLE FOR PROVIDING A
���
UTURE R.O.
ACQUISITION:
THIRD —PARTY ANNUAL BMP INSPECTION TO THE CITY OF WINSTON SALEM.
9,608f SF
5.
STREET AND STOP SIGNS SHALL BE CONSISTENT WITH THE CITY OF WINSTON SALEM
STANDARDS. THE DEVELOPER SHALL ORDER AND PAY FOR THE SIGNS. THE SIGNS
SHALL BE DELIVERED TO THE CITY OF WINSTON SALEM PUBLIC WORKS FOR VILLAGE
OF CLEMMONS STAFF TO INSTALL.
P
6.
A PRE CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A STORMWATER
/ G
��'
FUTURE R.O.W
MANAGEMENT PERMIT.
���
ACQUISITION:
12,174t SF
/
4 00
' FUTURE R.O.W
i
ACQUISITION: \ Z
� 10,867t SF \
RIGHT OF WAY NOTES:
1) REIDSVILLE RD RIGHT OF WAY ACQUISITION IS NOT BEING /� FUTURE R.O.W
DEDICATED. THIS ACQUISITION IS SHOWN FOR PLANNING ACQUISITION:
REFERENCE WITH THE NCDOT ONLY. LOTS 12 THROUGH 24 10,840f SIF
WILL OWN THEIR PORTION OF LAND SHOWN AS "FUTURE
R.O.W. ACQUISITION." FUTURE R.O.W \ O�xi
ACQUISITION:
2) ACTUAL RIGHT OF WAY DEDICATION MAY VARY FROM ya'� 12,539t SIF \ \ \
WHAT IS SHOWN ON THIS PLAN. RIGHT OF WAY SHOWN i'�
WAS EXTRACTED FROM NCDOT PRELIMINARY PLAN
R-25776—"ROWJAN202ONSTRU 9 CONSTRUCTION POST YEAR" \ o \ L� �
%
DATED 03/04/2021; 9: 40: 29 AM FUTURE R.O.W ,�\ °c A 1�� � / � z
ACQUISITION: \ �� , /
i 12,668t SF
'p \ F -30 do
o 9,9
GRADING NOTES: R3p� oe�
LOTS 14-24, 26, 30-32 SHALL BE PAD GRADED. THE �(— ,IGj� i�, FUTURE ACQUISITION:
\ \ / o �o,��
REMAINING HOUSES SHALL HAVE A CRAWL SPACE. SEE PLAN 11,850t SFD �0�x1
FOR PAD ELEVATIONS. �� r' P
\ \
V 9 O \
(� i'
�✓ ��/��� FUTURE R.O.W TTTTGj�c V oQ� / C
i' ��� ACQUISITION: /\ ^�
148.87'
N31 ° 26' 05"W
OFF —SITE SEPTIC NOTES:
LOTS 22 & 27-32 SHALL BE SERVED BY OFF —SITE SEPTIC.
REPAIR SYSTEM LOCATIONS MAY ALSO BE LOCATED IN
"OFF —SITE SEPTIC AREAS"
DRAWING INDEX:
0 0 \
100 0 50
N/F
3892 OLD FLAT ROL
PIN: 6878-17-350 ,
DB. 3238, PG, 3842
ZONING: AG
USE: VACANT
NC NAD83
NSRS 2011
GRAPHIC SCALE
100 200
( IN FEET )
1 Inch = 100 Feet
V A moo.
\ \ N A
8,037f SF
'\, /,/, "
TT A ���$
FUTURE R.O.W / V A
462.56' AcouISITION: \ \ \ t1
i 7,46of sF \ 3
�42° 23' 45"W \
gam' / A/�� WATER
i' ��� \ ti°�oQ Pc,`�� ���� / / ° �xi / A• ^��' / / '8. / SERVICES(TYP.)
WATER / / \ \'o� / / 6�
� \ o
SERVICES( TYP.) / \ \ \ / ©�txi
ACQUISITION: `L� \ / / / / \ \ T, �/ NEGATIVE
13,741t SF �A \ �L�� yo / / / T / / OU c� \ �j�' / // ACCESS T ��
/ \ \ ,5v, '.4 / / / �' �xi / / A ESEMENT
TT-- °° �i
4,o�Wi1,c /
J /
COVERSHEET...........................................................................................................................................
C-0.00
EXISTING CONDITIONS...........................................................................................................................C-1.00
SITE LAYOUT & UTILITIES PLAN..........................................................................................................C-2.00
BARROW FARM RD PLAN AND PROFILE-I.......................................................................................C-2.01
BARROW LEDGE RD PLAN AND PROFILE-I.....................................................................................C-2.02
BARROW LEDGE RD PLAN AND PROFILE-II...................................................................................C-2.03
OLD FLAT ROCK RD PLAN AND PROFILE........................................................................................C-2.04
GRADINGPLAN..........................................................................................................................................C-3.00
EROSION & SEDIMENT CONTROL PLAN- INITIAL CONDITIONS..............................................C-4.00
EROSION & SEDIMENT CONTROL PLAN- GRADED CONDITIONS..........................................C-4.01
EROSION & SEDIMENT CONTROL PLAN- SINGLE FAMILY LOTS . ..........................................
C-4.02
EROSION & SEDIMENT CONTROL DETAILS-I................................................................................C-4.03
EROSION & SEDIMENT CONTROL DETAILS-1I.
C-4.04
EROSION & SEDIMENT CONTROL - GENERAL PERMIT - NCG-010000.................................C-4.05
SITEDETAILS- I..........................................................................................................................................C-5.00
STORM DRAINAGE CALCULATIONS..................................................................................................C-6.00
10,979f SF / V A
V A N
161� CD
lfli*) TT
P�-UTURE R.O.W o � A \ °oV ,� �,� V A
ACQUISITION: \ \ � \ L� Oj TYP
���� Gp 10,415t SF ( )
/tb UTURE R.O.W � L d•
ACQUISITION: \ \ \
8,691f SIF
TT
h /
FUTURE R.O.W
/I ACQUISITION
\
NIF
OLD FLAT ROCK RD
PIN: 6878-26-2452
\ o�� / e / l DB. 00, PG. 00 \ s \ kp, ' , TT/ / / / \ / O\�� / .� / �/ ZONING: AG
0 0 / O�xi USE: SFD
� / o/ A oeP�`s /o / °AF Apo\• �,'
✓ /
6 40.6 3
S62' 00 55» E / � 9' / / a sT10 �� o
N/F
BARRINGER, CAROL
& MAHLON
5520 REIDSVILLE RD
PIN: 6878-06-0408
DB. 3238, PG.
3836
ZONING: RS-20
USE— SFD
/ � � � � / / / 'r'r ,gyp • / /
S /N
D FLAT ROCK RDI
�&z N: 6878-16-2510
B. 2955, PG. 2334
oq�
SO: ACA
N/F 02 F
LINVILLE, RICHARD
6321 VANCE RD
PIN: 6868-95-9446
DB. 00, PG. 00
ZONING: RS-20
USE: SFD
OFF —SITE SEP
39,240 SF
NEGATIVE
ACCESS
EASEMENT
t /
/
20'X450'
SIGHT
/ DISTANCE
TRIANGLE
30.55'Za
» 10'
TE �X ono
400
VICINITY MAP
N.T.S
REVIEW INFORMATION PROPERTY INFORMATION
TYPE OF REVIEW:
PIN #'S 6878=07-7067
---------------
SPECIAL USE REZONING
SITE PLAN AMENDMENT
X SPECIAL USE PERMIT (ELECTED BODY ONLY) TAX BLOCKS L0009M BL522_3____________
FINAL DEVELOPMENT PLAN
PRELIMINARY SUBDIVISION
PLANNING BOARD REVIEW
ADDRESSES: 3810 OLD FLATROCK ROAD
JURISDICTION CURRENT OWNER:
X UNINCORPORATED WBY4, INC
7349 W. FRIENDLY AVE., STE.H
GREENSBORO, INC 27410
PURPOSE STATEMENT:
THE PURPOSE OF THIS REQUEST
IS FOR A SINGLE FAMILY RESIDENTIAL SUBDIVISION.
ZONING
EXISTING ZONING:IS=3R__—_—_
SITE SIZE AND COVERAGES
TOTAL ACREAGE: ____ 34_1 t---_
TYPE OF REVIEW: PRELIMINARY SUBDIVISION REVIEW
SITE COVERAGES:
7.99
PROPOSED USES:
BUILDING TO LAND %
T2.73 AC)
SINGLE FAMILY RESIDENTIAL
PAVEMENT TO LAND
(1.51 AC)
OPEN SPACE 8$.27 _%
DENSITY CALCULATIONS
TOTAL (100%)
# OF UNITS OR LOTS 33
BUILDING SQUARE FOOTAGE: __33 599 ---SQ. FT.
DENSITY: 33 LOTS/ 34.1±Ac. = 0.97 LOTS/Ac
BUILDING HEIGHT: 40 FT.
(NOTE: IF MORE THAN ONE TYPE OF RESIDENTIAL
EXISTING BUILT UPON AREA:O± SF
PRODUCT IS PROPOSED, PROVIDE THE NUMBER OF
PROPOSED BUILT UPON AREA: TIED
UNITS & DENSITY BROKEN DOWN BY TYPE.)
BUFFER YARDS
INFRASTRUCTURE
ADJOINING ZONING: __AG
WATER: ___ X _—PUBLIC ------- PRIVATE
TYPE REQUIRED:NO BUFFERYARD REQUIRED
SEWER: ------- PUBLIC --- X--- PRIVATE
WIDTH PROVIDED: —NON=APPLICABLE _
STREETS: X--- PUBLIC ------- PRIVATE
WATERSHED
CALCULATIONS
THIS PROPERTY IS NOT LOCATED WITHIN A DESIGNATED WATERSHED.
DIMENSIONAL REQUIREMENTS: RS-30
MINIMUM ZONING LOT:
AREA= 30,000t SF
WIDTH = 100'
MINIMUM SETBACKS:
FRONT = 35'
REAR = 35'
ONE SIDE = 7'
COMBINED = 20'
STREET SIDE = 20'
MAX IMPERVIOUS SURFACE AREA COVER (%): NO LIMIT
MAXIMUM HEIGHT: 40'
ROADWAY ACCEPTANCE NOTES:
1. PROOF ROLL SUB —BASE WITH CITY OF WINSTON
SALEM STAFF PRESENT.
2. PROOF ROLL STONE BASE WITH CITY OF WINSTON
SALEM STAFF PRESENT.
3. PROVIDE A PE SEALED CERTIFICATION LETTER WTH
SUB —BASE DENSITIES, STONE DENSITY, AND ASPHALT
THICKNESS WITH A BORING LOCATION MAP OF ALL
ROADS.
4. MUST MEET NCDOT STANDARDS FOR PUBLIC STREETS.
/� ba / 11�3 5 08 UTILITY EASEMENT
50'
rN BARROW, JIMMYF& CHRISTINE / RIGHT OF WAY
4o' q� 3720 OLD FLAT ROCK RD /
h0 PIN: 6878-06-7288
^� DB. 2115, PG. 3664 // 3' 26' 3' 5'
2� ZONING: AG / SHOULDER PAVEMENT SHOULDER DITCH
OFF —SITE SEPTIC USE: sFD
40,623 SF
10'
UTILITY EASEMENT
/ ..*-1 /4" PER FT. 1 /4" PER FT.� SVOpE
1" PER FT, 1" PER FT. 3.1
N/F \ / 3
3W 10MOLDMOTHY & FLAT ROCK RD
�P�S S� �P�� , SCOpF
PIN: 6878-06 6085 NOTES:
DB. 2069, PG. 1119 �/ �Py�M ��6 LONGITUDINAL SLOPE OF
ZONING: AG ROADWAY MAY VARY.
USE: SFD 2" S9.5B 6' SHOULDER TO BE PROVIDED
8" ABC CHANNEL BOTTOM ON BOTH SIDES OF ROADWAY
LOCAL RESIDENTIAL ROAD WIDTH VARIES -SEE
\ SHEET C-6.01 FOR
TERRAIN CLASSIFICATION — ROLLING WIDTH
GREEN
MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
S 1N /%
';
465
D,P v
Nr�D.i
APPLICANT/DEVELOPER:
WBY4, INC
7349 W. FRIENDLY AVE., STE.H
GREENSBORO, NC 27410
ATTN: WILL YEARNS
OFFICE: 336.202.8514
EMAIL: [e-mail]
SITE AREA: 34.1 f ACRES
PARCEL ID: 6878-07-7067
DESIGNED BY JDY
CHECKED BY. VCT
DATE: 2021.10.22
PROJECT: 20-066
REVISIONS:
\,Gj\014 MUST �LITY PRO �0,*
Al
0�0 bti0�
BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
SHEET TITLE:
COVER SHEET
SCALE: 1 " = 100'
SHEET NO.:
C-0,00