SW3220902_Plansheet - Grading/Drainage Plan_20220921

EBENEZER CHURCH
D.B. 444, PG. 698
• PIN: 5545207149.0000
• • • • INV. 566.E
• INV: 567.35
• 2
LITTLE PROPERTIES OF MIDLAND, LLC •' / ��1
D.B. 7234, PG. 232 ` hN
PIN: 5544295702.0000
O ti0 V+jt
A4'
°�� / 582� 58
/ PROP. 150 LF 15" HDPE
INV IN r-Q1.5
INV OUT 572.5 I
/ OD
l
co
9-1
• / (D.R. _;r10 8, PG. 232) I I
� I
• /Cj cy
/ O r
TUCKER FURNITURE, LLC
D.B. 3108, PG. 232
PIN: 5544295595.0000
ZONED: C24/27
,. T %'Ty'T/"27-1'/-77 011
PROP. DRAINAGE j
AREA TO SWALE CLASS B RIP
(1.65 ACRES) RAP APRON:
L. 15 FT
W: 6 FT L )
D: 18 IN N i I
TUCKER F RNITURE, LLC
D.B. 3577, PG. 74
PIN: 5544 95462.0000
ZONED: C 4/27
G�\ON MUST
1LITY
O o
-i W
ao
z
7
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
PROP. SWALE
W/PYRAMAT LINING
o
I 0
Ld
Z I\ 1 I
\ I CLASS B RIP
I Q RAP APRON.
L: 15 FT
W: 12 FT
D: 18 IN
POSSIBLE BORROW PIT \ \
APPROX. 4,400 CY \ \ \ \
AVAILABLE MATERIAL \ \ \ \ \
\ \ CAROLINA THOMAS \ \
\ \DEVELOPMENT, LLC \ \
\ \ D.B. 15603, PG. 225
\ _ \ PIN: 554429978q 000u \ \ \
\ CLASS B RIP _ \
RAP APRON: ss \
L: 15 FT \ _ \ \ \ \
\ W: 7.5 FT
\\ I D: 18 IN
HW102 \ \ \ \ \
NCDOT 838.05
\ TOP 566.52willow
\ s(g, INV OUT 564.12 ammow
STMH101
S�� • NCDOT 840.31 \ \ \
TOP 572.39 � � ....
� � , 6'S•
O 1 INV IN 564.60 (G1103)
y,p IINV IN 563.35 (HW102)•
INV OUT 563.35 \ \ \
=560-�
TW/BW 573.5 rn
c, �\ \
TW 573.50 \ �` \ 2N�
BW 569.50 I I \ �0 7-0
HW100 \ \
NCDOT 838.05 \
P 562.03
co NOV OUT 561.99 \
POND
CLASS B RIP
RAP APRON:
` L: 14.5 FT \\
W:7.5FT
\ \\ \ D: 18 IN \
573.50 I \ � �\
OOLO
CD
�.0 \ \\ \ \ \
Lo
Y1201
NCDOT 840.04 _ HW200 \ \ CLASS B RIP \\\\ \
TOP 570.41 NCDOT 838.80 RAP APRON: \\ \\\
INV IN 567.14 (CB 203) _ TOP 567.02 L: 20 FT \
INV IN 565.16 (HW202) _ \ \ INV OUT 563.00 \ ` W: 16 FT \ \ \ \ \
INV OUT 565.16 72 \ D: 18 IN
621'\, I I
--------- - eve-- -W- - \ _
ALBEMARLE ROAD (NC HWY 24- 27)
EX.-Fi 72"RCP)
SITE NC HWY 24-27 E
Z<
Im
VICINITY MAP
1 "=2000'
SITE DATA:
CAROLINA THOMAS DEVELOPMENT LLC
PIN:55442997800000
D.B. 15603 PG 225
P.B. N/A
TOTAL AREA FROM SURVEY: 12.36 ACRES
(INCLUDES AREA WITHIN OVERLAP AND AREA WITHIN JIM SOSSOMAN RD.)
AREA IN OVERLAP AND RIGHT OF WAY: 0.25 ACRES
AREA EXCLUDING OVERLAP AND ROW AREA: 12.11 ACRES
EFFECTIVE TOTAL AREA: 10.61 ACRES
(1.5 AC POND AREA REMOVED)
ZONING: C 24/27
GENERAL NOTES:
1. AREA AND PROPERTY LINES ARE BASED ON SURVEY BY R.B. PHARR & ASSOCIATES,
P.A. DATED SEPTEMBER 10, 2021
2. THIS MAP DOES NOT MEET G.S. 47-30 REQUIREMENTS AND IS NOT FOR RECORDING.
3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, AGREEMENTS AND
RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT
VISIBLE OR APPARENT AT THE TIME OF INSPECTION.
4. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE INVESTIGATION,
THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN ACCURATE TITLE
INVESTIGATION MAY DISCLOSE.
STORMWATER MANAGEMENT INFORMATION
1. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X (ZONE X AREAS ARE
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
3710554400K, EFFECTIVE DATE NOVEMBER 16TH, 2018.
2. WATERSHED DATA:
TOTAL EFFECTIVE AREA: 462,171 SF 10.61 ACRES
EXISTING BUA: 5,942 SF 0.136 ACRES (1.29%)
EXISTING BUA TO BE REMOVED: 5,942 SF 0.136 ACRES (1.29%)
PROPOSED BUILT UPON AREA: 103,617 SF 2.38 ACRES (22.42%)
TOTAL BUA: 103,617 SF 2.38 ACRES (22.42%)
3. ALL NECESSARY APPROVALS HAVE BEEN/ WILL BE OBTAINED FROM NCDEQ
AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
AND STREAM CROSSING/DISTURBANCE WHERE APPLICABLE.
WATERSHED DATA:
NON -WATER SUPPLY WATERSHED
RIVER BASIN: YADKIN-PEE-DEE
STORM DRAINAGE NOTES:
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE
(RCP) UNLESS NOTED OTHERWISE.
2. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION
MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL.
SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS
AND SHALL HAVE NO TENDENCY TO FLOAT OR BEHAVE IN A PLASTIC MANNER UNDER
THE TAMPING BLOWS OR PROOF ROLLING.
3. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR
BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
GRADING NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST NCDEQ AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS
DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE
ENGINEER IMMEDIATELY.
3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL OFFICER AND OWNER'S
REP/ENGINEER.
4. EXISTING CONTOURS ARE BASED ON SURVEY COMPLETED BY R.B. PHARR & ASSOICIATES,
PA. EXISTING UTILITIES SHOWN ARE BASED ON SURVEY AND THE BEST AVAILABLE
RECORDS. THE CONTRACTOR, HOWEVER, SHALL VERIFY CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY FOR NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
5. GRADING AND CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 88 (NAVD88).
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF GEOTECHNICAL ENGINEER SITE
VISITS SUCH THAT ENGINEER CAN PROVIDE ANY NECESSARY STRUCTURAL CERTIFICATIONS
FOR ROADWAYS AND BUILDING PADS.
7. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE
REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE
OWNER BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
8. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE APPROVED, PLACED AND COMPACTED
AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND SHOULD MEET OR EXCEED
NCDOT STANDARDS.
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE
APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES,
TELEPHONE PEDESTALS, WATER METERS, ETC.).
10. GRADING IN AREAS DESIGNATED AS "ACCESSIBLE" SHALL COMPLY WITH ALL FEDERAL AND
LOCAL ACCESSIBILITY RULES AND GUIDELINES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ASSURE THAT THE AREAS ARE GRADED TO AMERICAN DISABILITY ACT
(ADA) COMPLIANT SPECIFICATIONS.
11. ALL PROPOSED INLETS, CATCH BASINS, AND DROP/GRATE INLETS SHALL BE PROTECTED BY
EROSION CONTROL MEASURES AS SHOWN AND SPECIFIED ON THE EROSION CONTROL PLAN.
12. THE YARD INLETS AND DROP/GRATE INLETS SHALL BE CONSTRUCTED IN THE LOCATIONS
SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR IS
RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN THE CATCH BASIN ELEVATIONS OR
THE PROPOSED PIPE SLOPES TO THE ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE
TO REPORT ANY CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWE
LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.
13. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS. THE CONTRACTOR SHALL FIELD VERIFY GRADES SURROUNDING ALL
BUILDINGS PRIOR TO GRADING ACTIVITIES AND REPORT ANY DISCREPANCIES TO THE
ENGINEER IMMEDIATELY.
14. FOR NPDES PERMIT COMPLIANCE: ALL SLOPES 3:1 AND STEEPER MUST BE STABILIZED
WITHIN 7 DAYS, ALL OTHER AREAS MUST BE STABILIZED WITHIN 14 DAYS.
30 0 15 30 60 120
'(^ u)
p rm
�rV
j
[V
Z3 U
v) z
c
E
J
O
U
o�
.>
!� o
U
C)
�'
co
o
u N z
u
00
- 00
3 aE
�
U00
3 m a
`✓�
L/L
0
a
0
z Of
O ,�N
Q 2EJaz
Of 0 0 Ci
o
o
Qom
Q
? z
w m
zZ
_j z
� 04 m W
QO
U(0(9
J
z
a
a
O
z
0
F_
a
a
�
z
C�
J
O
�z
O
a
U
J
z 'nz
O
H �U
U Z fn
�oUO
w��ui
a}�Q
E0�
dUU[n
H
LLI LU
O
z 0
O
W i°
W U
IY z
0
N o
N
W N a
Q
0 N a
rn
OZ a © © a © a w
DRAWN BY : JRA
CHECKED BY: AC
DATE: 08/05/2022
PROJECT NO.: 03003.003
REF. NO.: -
SCALE: 1" = 30'
Y\
:Q =
053670
.........
SHEET
5 OF 12