NCC220412_Site Plan or Location Map_20220126

PARCEL #: 13012C00000(
PIN ID:6831-04-71-9744
SOUTHERN ROOST
CREATIONS LLC
D.B. 2329 PG. 1674
ZONING: RA3
C
1 1 1 1 \ \ O(:PCA
1
1' X1' RIP RAP PAD FOR
SKIMMER OUTLET
� 82
82
\ �8 TREES TO BE
REMOVED
\ SKIMMER BA IN #1 \
TOP ELEVATION 882'
ELEVATION AT SPILLWAY: 881'
BOTTOM LEVATION 878'
NC 83
,3 , TF > >)
p�ANF
STORM SEWER TO BE
PLUGGED AT PROPERTY LINE.
DRAIANGE AREA FOR
SKIMMER BASIN
SEDIMENT BASIN I SITE DATA:
PARCEL #: 13012C0000012 \ \ \ \ \ 4 GJERGJI & MARILDA LLANAJ
PIN ID:EL #: 1 012C1-8753 \ \ \ 818 �� PIN: 2097 PG. 1-81 (& 76) &4-71-8518
SOUTHERN ROOST \ D.B. 2097 PG. 1881 (LOT 76) & D.B. 2300 PG. 2271 (LOT 54)
CREATIONS LLC A p \ \ V I 87 4 P.B. 12 PG. 51
D.B. 2329 PG. 1674 ( \ \ �� PHASE 1 DISTURBED LIMITS WITH
ZONING: RA3 I I — I SILT FENCE SET V INSIDE LIMITS TOTAL AREA: 2.95 ACRES
SITE ADDRESS: 11426 OLD US WHIGHWAY INS ON--SALEM, NC27107
& 11464OLD US HIGHWAY 52
\ \ STRIP\ \ WINSTON-SALEM, NC 27107
PING AREA
\ \ I I I \ \ \ \ PARCEL #: 1301200000075 EXISTING ZONING: HC
\ \ SILT FENCE PIN ID: 6831-04-81-0430 PLANNING BOARD PLAN APPROVAL: 08-31-31
ROCK OUTLET DARRELL T. SNOW
D.B. 2193 PG. 1600 FRONT: REQUIREMENTS
/ \ USE: MULTI FAMILY RESIDENTIAL
APPROX. 7100 FS OF REAR: 35' (ADJOINING PROPERTY IS RURAL AGRICULTURAL)
` ZONING: RA3 SIDE: 0' (ADJOINING PROPERTY IS HIGHWAY COMMERCIAL)
PHASE 1 TREES TO BE \ \ \ / STREET: 15'
\ i DISTURBED LIMITS REMOVED \ \ \` , \ MAX. HEIGHT: 35'
WATERSHED DATA
WATERSHED: ABBOTTS CREEK
WATERSHED CLASSIFICATION: WS-III
RIVER BASIN: YADKIN PEE-DEE
SOIL TYPE(S): CcB, PaD
SILT FENCE / TOTAL SITE AREA: 2.95 ACRES
ROCK OUTLET BUILT UPON AREA: 1.78 ACRES
BUILT UPON PERCENTAGE: 60.3%
CONSTRUCTION NARRATIVE
THE PURPOSE OF THE SET IS TO PROVIDE A CONSTRUCTION
I I PLAN FOR THE RESTAURANT AND COMMERCIAL
O DEVELOPMENT CONSTRUCTION. 8
—
8 EROSION CONTROL NOTES:
1. DISTURBED AREA: 2.70 ACRES
/ PHASE 2 STRIPPING AREA: 0.08 AC. I I \ \ / 2. EROSION CONTROL MEASURES TO BE MAINTAINED BY THE
LIMITS ARE LOCATED BETWEEN PHASE 1 \ \ \ \ �4l I / _ CONTRACTOR UNTIL GROUND COVER HAS BEEN WELL
DISTURBED PARCEL #: 13012C0000001 I \ PAVEMENT. STRIP ITS DESTABLISHED.
RIP AREA DURING I \ EXISTING\ \ \ \ ' / ^
PIN ID: 6831-04-71-7702 EROSION CONTROL PHASE 2 3. STRIPPINGS ARE TO BE DISPOSED OF ON -SITE.
LEXINGTON STATE BANK
D.B. 508 PG. 375 / `' I X 4. THE EROSION CONTROL PLAN MAY BE AND WILL BE REVISED
•.y :. \ \
ZONING: HC ° I 1 I DURING CONSTRUCTION, WHEN IN THE OPINION OF THE
i _ /� Q
INSPECTOR, ADDITIONAL MEASURES FOR THE PREVENTION
/ �• ,•� 1 \
\ / �.�.. y:.• . \ / (� , \ OF SOIL LOSS ARE NECESSARY.
S.
5. ALL SLOPES ARE TO BE STABILIZED WITHIN 14 DAYS, UNLESS
SLOPES ARE STEEPER THAN 3:1 THEN SLOPES MUST BE
STABILIZED WITHIN 7 DAYS.
\ / � STRIPPING AREA \ STORM SEWER AND 1 �� / /
6. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
/ X PH 1 AREA. 1.54 AC. STRUCTURES TO BE �� \\ / REMAIN IN PLACE UNTIL PERMANENT MEASURES HAVE TAKEN
REMOVED TO PROPERTY \ EFFECT OR APPROVED BY THE EROSION CONTROL OFFICER
LINE BEHIND SEDIMENT / FOR REMOVAL.
X \ � \ \ � BASIN. �
7. CONTRACTOR TO ENSURE THAT ALL TEMPORARY DIVERSION
BERMS IF ANY HAVE POSITIVE DRAINAGE TOWARD THEIR
V / RESPECTIVE BASINS.
C.5O
�0) IIII v v v _ v VVv�
v ) / o
\ \ V A LAT:35.9729 /
X \ LON:80.2240
_ \ \ CONTRACTOR TO PHASE 1 EROSION CONTROL CONSTRUCTION SEQUENCE:
COORDINATE WITH 1. OBTAIN EROSION CONTROL PERMIT & NCG01 STORMWATER
UTILITY PROVIDER PERMIT FROM NCDEQ LAND QUALITY SECTION. ALL PERMITS ARE
\ \ / ABOUT POSSIBLE TO BE CLEARLY POSTED ON SITE AT THE TIME OF CONSTRUCTION.
RELOCATION DUE TO NOTIFY EROSION CONTROL INSPECTOR PRIOR TO DISTURBANCE
GRADE CHANGES COMMENCEMENT.
SILT FENCE CONSTRUCTION 2. CLEAR PHASE 1 AREA DESIGNATED FOR INSTALLATION OF
ROCK INLET ENTRANCE PERIMETER EROSION CONTROL MEASURES AND TEMPORARY
% TYP CONSTRUCTION ENTRANCE.
3. CUT TREE AREA LABELED FOR DEMO
4. INSTALL REMAINING EROSION CONTROL MEASURES BASED ON
\ PHASE 1 DISTURBED LIMITS WITH / ; / / THE PLAN PROVIDED, INCLUDING ALL SKIMMER SEDIMENT BASINS,
\ X SILT FENCE SET V INSIDE LIMITS \ \ \ / \ AND SILT FENCE.
\ I \ LEAVE GAP IN SILT \ / / Q) / \ 5. STRIP TOP SOIL AND CLEAR STUMPS FOR THE AREA DESIGNATED
FENCE FOR STORM \ i/ / AS PHASE 1 DISTURBED AREA.
SEWER REMOVAL
694j� 6. CONTRACTOR TO INVESTIGATE THE JUNCTION BOX IN THE
7.
\ / SOUTHWEST CORNER OF THE PROPERTY TO DETERMINE THE
...... .
STRIPPING AREA INVERT ELEVATION FOR CONNECTIVITY DESIGN. CONTRACTOR TO
- ---- ----- - — - %/ / \ PROVIDE FINDINGS TO ENGINEER
>'
- _
- ---- ----- -� - -- — _ /
— — — — — — — — — — — — — _ ,; : s { "'.'..:• ' c •" •.>'•\/ \ 7. DEMO STORM SEWER AS LABELED PER PLAN.
O�D
US
HWY
-8. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AND
%(SR�
— — — — — — — — — — — — — / _ \ DEVICES AFTER EACH RAIN AND FOR THE DURATION OF
'L 2932)
— — � — — — � CONSTRUCTION.
60 PUBLIC�?/w — \(p. B, ��P UPON INVERT DETERMINATION THE 9. STABILIZE BY SEEDING ALL AREAS NOT COVERED ABOVE, WITHIN
�� 5'/� EX. CONCRETE TOP JUNCTION BOX — —� CONNECTION OF EXISTING STORM SEWER TO 14 WORKING DAYS AFTER WORKING AREA IS LEFT UNDISTURBED
FOR 7 DAYS.
THE PROPOSED STORM SEWER WILL BE
INVERT: TBD �
— — — — — — — — CONTRACTOR WILL NEED TO REMOVE THE LID DETERMINED. ALL STORM SEWER AND
\ — — — TO DETERMINE THE INVERT ELEVATIONS. STRUCTURES BETWEEN THIS EXISTING
Cb- STRUCTURE AND THE PROPERTY LINE TO THE 10. ONCE COMPLETED CALL THE EROSION CONTROL INSPECTOR FOR
EAST ARE TO BE REMOVED APPROVAL AND FINAL INSPECTION.
, � — — — — � 20 0 10 20 40 80
_ _ / — _ _ \ ✓ — V — \------------------� SCALE: 1"=20'
SITE
VICINITY MAP
1 "=2000'
E
NEW TREE
LINE \ \
1 I I I LOCATION
I I \
I \ I
00 �� \
r \ A TEMPORARY
\ DIVERSION FOR \
L,
oM
UJ
r
N
Z3
U
v1
z
E
J
O
o
m
V
oD
a)
0)n
:' rl- O
D rn U
C ti
�
°Nzo
u
LA
�.
>00
Ln
M V
Uo0
rn�
W
LL
v
co
z N
Q
O N
~ U
Q W
z
�¢ Ld
o z H J
OQc/)J
Z J z cn
C)f W
zpz
J0i
_
W p W
OC7aoY
W
z
0
J
Z
0-
Q
z
Z
O
W
u)
=
O
U
�
LLI
Q
z
O
z zOf
O OU
W
UQ>H
�0cl0
z
�5�}z
v
): H
aHUcn
U
w
O
z o
OLLI
z
U
� a
2
m
zz <<©<
DRAWN BY: LSM
CHECKED BY: BCS
DATE: 12/20/2021
PROJECT NO.: 19016.002
REF. NO.: -
SCALE: 1 "=20'
4 4,awuiCnnn////,,,.
FAo
ESsOl��;--
p-7
0279 LO•
�'""'jinn„uu���aa4•
SHEET
8 OF 11