NCC224176_Site Plan or Location Map_20230111

35' REAR SETBACK ri
N 487.11'
S54' 10' 13"W ri'� Tco
%4� UI R.O.W �� I II\ V A
Osp 10 �r'� ACQUISITION:
W? co 9,608t SF \ \ \
om �o�� `���� �� \1 \ N� 1-\ �6' 05"W
om ��
r-m TYPICAL �W
�� BUILDING��
17, ENVELOPES'
m co
G \ wl \
O O i/� FUTURE R.O.W
\/
ACQUISITION: \ \
12,174t SF X V A \
\ \ V A
10• unulr � � - :';;.�;;-;` FUTURE R.O.W
— — — �/ ACQUISITION: \
-EASEMENT - FROM CK ,` 1o,867± Sz
F \ > 35 A
FUTURE R.O.W
ACQUISITION:
0,840t SF R
L
/ raj FUTURE R.O.W /
ACQUISITION:
12,539f SF j \
NOTE:
1. BUILDING ENVELOPE DIMENSIONS WILL VARY WITH
RESIDENCE AND LOT WIDTH. FUTURE R.O.W
2. FRONT SETBACK MAY EXTEND BEYOND THE ,r�//// ACQUISITION:
MINIMUM REQUIREMENTS, DEPENDING ON LOT 12,668t SF
GRADE AND BUILDER/OWNER PREFERENCE. �0-
Oj
3. MOST LOTS WILL HAVE FRONT —LOADING � /
GARAGES, SOME LOTS MAY HAVE SIDE —LOADING /i `b FUTURE R.O.W \
GARAGES WHERE PHYSICAL CONSTRAINTS ALLOW. `� /r �� Y ACQUISITION: \
4. A MINIMUM OF 2 PARKING SPACES PER �'� 11,85ot SF
\2 \ \ \ � PCH-4
DWELLING UNIT PROVIDED IN DRIVEWAY(S) �� ��/ / /r J °" �o A \ \ �Q)
AND/OR GARAGE. `O / FUTURE R.O.W �C
ACQUISITION:
5. IF A STANDARD CATCH BASIN MUST BE - V iQ979t SF
CONVERTED TO DROP INLET DUE To DRIVEWAY
CONFLICT A NEENAH FOUNDARY R-3501—R \ ° °
SHALL BE USED. APPROVAL FROM THE VILLAGE ° ��� \
OF CLEMMONS ENGINEER SHALL BE OBTAINED 2 r P�UTURE R.O.w \ \
BEFORE ANY CHANGES WITHIN THE PUBLIC — �J ACQUISITION: \ \ �� x� \ PCH-3
RIGHT—OF—WAY. /r GP 0,415t SF \ PCH-1 \
PROPOSED BUILDING A N�)
6. ALL DRAINAGE INLETS OUTSIDE OF THE RIGHT EX. FIRE ENVELOPE (80'X60' ° \ \D
OF WAY MUST BE DROP/THROAT INLETS WITH A HYDRANT �1ti UNLESS OTHERWISE
4" MIN. THROAT DEPTH SLAB TOP LID. ALL UTURE R.OA \ L '� \ NOTED) \
INLET TOPS MUST HAVE AN ACCESSIBLE 2' ACQUISITION: / ��
MANHOLE LID WITHIN THEM. / 4 8,691 E SF
RS-30 TYPICAL LOT LAYOUT /� vA v v v \�� /
N.T.S FUTURE R.o.w \ v v \V
rA ACQUISITION:
/ 8,037t SF VA V A oj /
FUTURE R.O.W / A
462.56' : AcoulslnoN: T
7,460t SF \ o DD J� i / /� �� \ aQ • \
S42' 23 45» W r
������ / A \
r % ,j4-
BUILDING / \ �• \
TURE R.O.W RIP RAP PAD 3 \ ENVELOPE / \
ACQ �� � loN: 9 L=12' / \ 9� Y �\
SF
/ A / � A
EX. FIRE W ®PIPE=7.5' �o / �X Y -
HYDRANT W=14.5' \ /
'O;p RIP RAP PAD 2
L=10'
40 6 ' %� / W @ PIPE=4.5'�-
s / 62. �5"E W=11.5' / 'T / �-
s o-
�J / az
TlRIP RAP PAD 1
TEMPOASPHALT \T �� L=10'
TURNAROUND �� N W ®PIPE=6' i
' / CONCRETE
N/E
3892 OLD FLAT ROCK RD
PIN: 6878-17-3501
DB. 3238, PG. 3842
ZONING: AG
IISF: VACANT
10'
0 PIPE=4.5'
:5.5'
GRADING NOTES:
LOTS 14-26, 30-32 SHALL BE PAD GRADED. THE REMAINING
HOUSES SHALL HAVE A CRAWL SPACE. SEE PLAN FOR PAD
ELEVATIONS.
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"
DISTURBED AREA:
30.50t ACRES
GENERAL NOTES:
1. LOTS ARE PLANNED TO HAVE PUBLIC WATER AND PRIVATE SEPTIC.
2. THIS IS PLANNED TO BE A LOW -DENSITY SUBDIVISION.
3. NCDOT APPLICATIONS AND PERMITTING WILL BE REQUIRED,
PROPOSED ROADS TO BE NCDOT MAINTAINED AND CONSTRUCTED
TO NCDOT SPECIFICATIONS AND STANDARDS.
\
\� \ YV V /
\ \ END OF PROPOSED 6"
WATER MAIN EXTENSION.
AJ
/ PROPOSED BUILDIN
/ ENVELOPE (80'X60
UNLESS OTHERWISE
NOTED
10 01
SPEED
LIMIT: 45
Q' MPH
/ O
pCb��xi / NSF
3705 OLD FLAT ROCK RD
PIN: 6878-26-2452
F /
DB. 00, PG. 00
ZONING: AG
USE: SFD
PROPOSED
/ / > LOT GRADING NOTES
1-6" x 6" TAPPING
X/ SLEEVE & VALVE
/ / 1. GRADING OF RESIDENTIAL LOTS SHALL BE PER NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL
/ V o c� ©�� NSF CODE SECTION R401.3 DRAINAGE:
J FOR CLUSTER Box uNITs \ \ \ / S r : FLAT ROCK 0 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED
/ N/IE \ 20' OFF -SITE \ _ / IN: 6878-16-2510
/ \ POINT OF COLLECTION THAT DOES NOT CREATE HAZARD. LOTS SHALL BE GRADED TO DRAIN
/ BARIjINGER, CAROL & MAKON SEPTIC AREA \ V 7o ,
552Q 8. 2955, PG. 2334
/ RfIDSILLE RD ACCESS 4 i^, SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN
\ o ZONING: AG
PIIN. 6878-Q6-0�- AI EASEMENT \ USE: VA CA HE FIRST 10'.
-n8. 32 ., LPG. 3836 l V A - ,
,,33N� I o . NEGATIVE zEXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL
ZONING: Rs-2o � \ \ � \ VOFF-SITE SEPTIC _ — � — s 3 / AccEss
US
�SFD� \ \ \ 39,240 SF EASEMENT 823. /• EASEMENT WITHIN THE 10', DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
/ / \ I \ SI' •// / STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A
I Y 950- �9F 7,3 / 20'X450' SIGHT MINIMUM OF 2% AWAY FROM THE BUILDING.
\ \ \ / 3 / DISTANCE TRIANGLE 2. FINAL LOT GRADING IS THE RESPONSIBILITY OF THE INDIVIDUAL PERMIT HOLDER/OWNER CONSTRUCTING
*ALL ITEMS IN LEGEND ARE PROPOSED / / - \\ / -A\ 30.55' THE STRUCTURE ON THE LOT UNLESS OTHERWISE NOTED.
LEGEND* UNLESS OTHERWISE NOTED. / _ �• / v v /� 3' 5 08"E
a� 3. APPLICABLE EROSION CONTROL MEASURES FROM NCDEQ EROSION CONTROL MANUAL ARE REQUIRED AND
VICINITY MAP
N.T.S
TYPICAL LOT GRADING TYPES
N.T.S
LOT GRADING TYPE ALL
DRAINAGE TO STREET & REAR SWALE
LOT GRADING TYPE B
ALL DRAINAGE TO STREET AND REAR LOT LINE
LOT GRADING TYPE C
ALL DRAINAGE TO REAR LOT LINE
DOMESTIC WATER SERVICE o ^ I NIF - I/ &y"; SHALL BE CONSTRUCTED AND MAINTAINED TO ENSURE MINIMUM EROSION AND SILTATION DURING THE
i - - - `o / �Y �V /� y COURSE OF WORK.
WATER VALVE / Y - - / �o,ro N BRRD� �3720OLD AM FAT &HRISTINE
RgCK RD
h • PIN. 6878-06 728B \ / 4. THE FINISHED FLOOR ELEVATION (FFE) IS THE ELEVATION OF THE POINT ON THE TOP OF FOUNDATION. FFE
® EXISTING WATER VALVE _ - - _ _ =ry DB./ 2115, �__PG. 3664 \ / SHALL BE 12" ABOVE THE HIGHEST POINT IN THE ADJOINING DRAINAGE SWALE AS DEPICTED BY DRAINAGE
\ ZONING` AG /> ARROWS ON THE APPROVED GRADING PLAN.
FIRE HYDRANT -OFF-SITE SEPTIC l USE: SFD
�40,623 SF - / / 5. FINISHED FLOORS SHALL BE A MINIMUM OF 6" ABOVE THE DESIGNED PAD ELEVATION (DPE) PER GRADING
EXISTING FIRE HYDRANT / V PLAN. SIDE SWALES AND REAR SWALES SHALL REMAIN IN PLACE, WITHOUT OBSTRUCTION.
W WATER MAIN �'� ��� , / 6. ANY CHANGE TO THIS LOT GRADING PLAN MUST BE APPROVED BY THE ENGINEER OF RECORD.
DOMESTIC SEWER SERVICE S6 • �Nf� - / 7. ALL LANDSCAPING TREES SHALL BE PLACED OUTSIDE OF DRAINAGE DITCHES AND UTILITY EASEMENTS.
> >6� SWA1M, TIMOTHY & PENNI
SEWER MAIN / 0 ,, 3710 OLD -FLAT -ROCK RD _ -
N2 - _ _1tV_N: 6878 0f)- 6085
LINVILLE, RILCHARD _ _DB-2969, PG. 1119 _ -
EXISTING SEWER MAIN 6321 VANCE RD ZONING: -AG- \ / TOTEND 6- WATER MAIN
WARDS THE NORTHEAST.
PIN: 6868-95-9446 - - - - - -USE: SFD
SANITARY SEWER MANHOLE OF. 00, PG. 00
ZONING: RS-20
EXISTING SANITARY SEWER MANHOLE USE: SFD / 3i 10'
i UTILITY EASEMENT
STORM DRAINAGE PIPE \ EX. FIRE HYDRANT? 50'
� EXISTING STORM DRAINAGE PIPE HATCHING LEGEND RIGHT OF WAY
CURB INLET
® (NCDOT GRATE/FRAME/HOOD) 3' 23' 3' 5'
❑® SEPTIC AREAS DITCH
GRATE INLET \ 3
SHOULDER PAVEMENT SHOULDER
i
i
O STORM DRAINAGE MANHOLE /
� 10'
i
i
UTILITY EASEMENT
PROPOSED 30" ROLLED CURB
-4-1/4" PER FT. 1/4" PER FT.� SCOPE
R RIGHT OF WAY w/ MARKER 3 1" PER FT. 1" PER FT. 3'�
W ASPHALT PAVEMENT ; S 21 7 S EROSION CONTROL
SETBACK LINE �0
PLAN APPROVED
PUBLIC UTILITY EASEMENT 3' \�����O 6„ NOTE TUDINAL SLOPE OF
PROPERTY BOUNDARY - - - - - - - - - - - / P 2" S9.5B ROADWAY MAY VARY.
�
8" ABC 6' SHOULDER TO BE PROVIDED GRADING PERMIT REQUIRED
EXISTING PARCEL GRAVEL ACCESS DRIVE LOCAL D T CHANNEL BOTTOM ON BOTH SIDES OF ROADWAY PRIOR TO LAND DISTURBING
A ROAD
D A WIDTH VARIES -SEE
EXISTING PROPERTY LINE SHEET C-6.01 FOR
TREE SAVE AREA TERRAIN CLASSIFICATION = ROLLING WIDTH
GREEN
MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
C A R p�/ ////,
0 465
o.Mc� E ovv
ry ru
L PRc`,_d�s __1
APPLICANT/DEVELOPER:
WBY4, INC
7349 W. FRIENDLY AVE., STE.H
GREENSBORO, NC 27410
ATTN: WILL YEARNS
OFFICE: 336.202.8514
EMAIL: wyearnsDmygrarvillehome.com
Z
a
�i FFx
O �
z�
w z
d �
1`
U
O
Z
O
�
N
W
w
H
a x
U Z
Z 3
SITE AREA: 34.1 f ACRES
PARCEL ID: 6878-07-7067
DESIGNED BY JDY
CHECKED BY. VCT
DATE: 2022.02.16
PROJECT: 20-066
REVISIONS:
MUST co
OQ-O� �Lrry PRO �0A
020 bti0�
Q j� 9O�A
BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
SHEET TITLE:
GRADING AND
DRAINAGE PLAN
SCALE: 1 " = 100'
SHEET NO.:
C-3,00