SW8200502_Approved Plans_20210720

VICINITY MAP
SCALE: 1" = 1,000'
Contact the North Carolina One Call Center
prior to doing any digging (1-800-632-4949)
Central Property Location:
LAT: 34.890797
LONG: 77.548594
Sylvester Street Entrance:
LAT: 34.894011
LONG: 77.548978
Koonce Fork Road Entrance:
LAT: 34.888039
LONG: 77.549394
FINANCIALLY RESPONSIBLE CONTACT:
ELY J. PERRY, III
252-523-5107
No floodplain located on site per
F I RM MAP #3720172000J & 3720172100J
dated May 2, 2006
Sylvester Deveopinent
05/05/2021
NC 24
Richlands, North i,arolina
i
Lot Impervious Ara Allocation
�i
(: Lot Total Impervious
Impervious
6
# Area (s) Area (sf)
%�
2 46287.9 32402
70.00%
11 5 42662.G 29863
70.00% is
a 6 48199.3, 33740
70.00%
7 59882.1; 41917
70.00%
8 47608.6' 33326
70.00%
9 59971.91 41980
70.00%
10 45608.2: 31926
70.00%
11 51845.5; 0
0.00%
12 54934.G 38454
70.00%
M
Off -Site
1 6847.00 3574
52.20%
2 5574.00 3501
R
62.81%
3 172567.0) 0
e
0.00%
4A 74670.0( 59452
79.62%
4B 156029.0) 52933
33.93%
Impervious Note:
i All impervious areas;hown above are
contributory to the
proposed SCM on th6e plans. The lot impervious areas and
off -site areas #4A & 44B impervious
areas will also be
a
recorded in Deed Resrictions
j.
NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN A CCOR DANCE
WITH CURRENT TOWN OF RICHLANDS, ONWASA, NCDEQ 8
NCDOT STANDARD SPECIFICATIONS AND DETAILS.
c.
TROY d DARLENE
I
,�
I, li i DB 3536,PPC 655
I B I ER AAN ST
SYLVESTERSYLVESTERI
CAN
VATINVESTMENTS
RLEC ENTERPRISES, LLC
I OB 2764, PG 276
I 109 I ST
BATTLES
r it ZONED:
USE•' COMMERCIAL I
LLC
DB 1983, PC 62
Q
I ZONED: C-2 'I
6201 RICHLANDS HWY
'
i,
I I
I
i I
USE., POST OFFICE
ZONED: C-2
s
1 I` IL L--
I Y MvrR sti
I I
I
--- - -
L -------------------- -
SO
BUQ R
------
1'
OUTSIDE CI
_ "----
_
LIMITS
1
OUTSIDE CITY
'
LIMITS
SYLVESTER FARM
INVESTMENTS, LLC
DB 4223, PC 186
SYLVESTER FARM
INVESTMENTS, LLC
�.
138 KOONCE FORK RD
USE VACANT
OB 4223, PC 186
ZONED: 8� 1
138 KOONCE FORK RD
USE: VACANT
ZONED: 8-1
i
EUGENE & ULUE TAYLOR 1
DS 1267, PG 20J
KOONCE FORK RD
USE., VACANT I
UNION
DB 16, PC 909
113 KOONCE FORK RD
USE' BANK
ONSLOW COUNTY BOARD
OF EDUOATTON
DB 3603 PG 658
N
RICHLANDS HWY
?. G
USE VALIANT
Z
ONSLOW COUNTY 804RD
OF EOUCAT?ON
06 36ax PG 658
7444 RICHCM NOS HWY
USE -SCHOOL
RICHLANDSPRIMARY SCHOOL
SITE DATA
• ►IN I X'
SYLVESTER DEV. 24 EAST DEVELOPMENT, LLC
(SHADED) 108 W. FRANCK STREET
RICHLANDS, NC 28574
REMAINDER SYLVESTER FARM INVESTMENTS, LLC
(NOT SHADED) 108 W. FRANCK STREET
RICHLANDS, NC 28574
REPRESENTATIVE: ELY PERRY III
PERRY MANAGEMENT, INC
P.O. BOX 1475
KINSTON, NC 28503
SITE ADDRESS: NC HWY 24 - RICHLANDS, NC
GRAPHIC SCALE PROJECT ACREAGE: 24.25 Ac.
o' 100, zoo' W.
ZONING: C-2
CITY LIMITS: NO - To be Annexed
(IN FEET)
10
1 INCH = 100 Fr RIVER BASIN: WHITE OAK
EXISTING USE: FARMLAND
PROPOSED USE: INFRASTRUCTURE
TOTAL DENUDED AREA: 26.54 Ac.
GRADING PERMIT : ONSLO-2020-017
USACE PERMIT #: SAW-2019-02132
NUMBER OF LOTS:
EXISTING: 2
PROPOSED: 9
LOT BUILDING SETBACKS:
STREET SIDE: 25'
COMMON LOT LINE: 20'
Project Narrative
(Sylvester Farms -- Permit# SW8 200502)
Purpose of Requested Minor Permit Modification
Synopsis:
Sylvester Farms Stormwater Permit (Permit # SW8 200502) was issued on March 5, 2021. A portion of Area #4 identified
in that permit is included within a lot for which a Stormwater Permit has been applied for by Richlands Development
Group, LLC for construction of a proposed Tractor Supply facility.
A Minor Modification of the Sylvester Farms Stormwater Permit is hereby requested to reflect the issuance of the Tractor
Supply Stormwater Permit.
The proposed modifications to the Sylvester Farms Stormwater Permit are identified below:
Change of SCM Contributory Area
The contributory area to the Sylvester Farms SCM will be altered slightly due to the proposed grading and development
of the Tractor Supply lot. The change in contributory area is:
Previously -Issued Permit Proposed Modified Permit
SCM Contrib. Area (S.F.) 997,693 981,894
Change of acreage and BUA allocation of Area #4 (to be divided into Area #4A and Area #46)
A portion of the Tractor Supply Lot is contributory to the Sylvester Farms SCM. This portion of the lot is a part of Area #4
identified in the Sylvester Farms Stormwater Permit (SW8 200502). To facilitate and simplify accounting for built -upon
areas associated with the two projects, Area #4 identified within the previously issued Sylvester Farms permit (SW8
200502) will be divided into two parts designated as Area #4A and Area #46. Area #4A is that portion of the Tractor
Supply lot that is contributory to the Sylvester Farms SCM. Area ,413 is that portion of the initially designated Area #4
that is not part of the Tractor Supply lot. Similarly, the BUA allocation for Area #4 as specified in the Sylvester Farms
Stormwater Permit will be apportioned between the new Area #4A and Area #413. The changes are:
Previously Issued Permit Proposed Modified_:Iermit
Area of Area #4 (S.F.) 249,419 N/A
Area of Area #4A (S.F.) N/A 74,670
Area of Area #413 (S.F.) N/A 156,029
Previously Issued Permit Proposed Modified Permit
BUA Allocation for Area #4 (S.F) 112,385 N/A
BUA Allocation for Area #4A (S.F) N/A 59,452
BUA Allocation for Area #413 (S.F) N/A 52,933
To reflect the changes described above, the plans referenced by the previously -issued Sylvester Farms Stormwater
Permit have been modified to reflect the revised areas and a revision note bearing a date of May 5, 2021 has been added
to the affected plan sheets.
AREA OF INFRASTRUCTURE
IMPROVEMENTS & SUBDIVISION
NOTES:
1. HORIZONTAL DATUM IS NAD 8312011.
2. VERTICAL DATUM IS NAVD 88.
J. WATER LINES SHOWN HEREON ARE APPROXIMATE.
4. SOME EXISTING BOUNDARY LINES RUN TO THE CENTERLINE OF THE
ROADS SHOWN HEREON. FOR THE PURPOSES OF THIS SURVEY,
BOUNDARY LINES ARE SHOWN TO THE RIGHT-OF-WAY.
5. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THIS SURVEY.
6. EXISTANCE OR NONEXISTANCE OF WETLANDS WAS NOT DETERMINED
AT THE TIME OF THIS SURVEY.
Z ALL CONTROL POINTS ARE PROPOSED IRON STAKES.
SITE NOTES:
I , ,ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF
RICHLANDS, ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD
SPECIFICATIONS AND DETAILS.
2, CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES,
3. ALL DIS-ANCES ARE TO BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO
THE CONTRACTOR UPON THEIR REQUEST.
6. ASBUII_TAND TOPOGRAPHIC INFORMATION WAS SURVEYED BY
MATRIX EAST, PLLC.
7, THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
Stormwater Permit Pan Sheets
SHEET
NO.
DESCRIPTION
CS -
1
OOVER
CS -
2
EXISTING CONDITIONS PLAN
CS -
3
OVERALL SITE PLAN
CS -
4
PH 1 ENLARGED SITE PLAN
CS -
5
PH 2 ENLARGED SITE PLAN
CS -
8
OVERALL STORM DRAINAGE -GRADING PLAN
CS -
8A
ENLARGED STORM DRAINAGE- GRADIING PLAN
CS -
8B
ENLARGED STORM DRAINAGE -GRADING PLAN
CS -
10
SITE & UTILITY DETAILS
CS -
13
STORM & EROSION DETAILS
r^q -
14
nFTAll c
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
", 01 111111111///
CARO
@� lz
�O •oFEssio'
2.
:•Q�
SEAL -
r►f�
/////�J. MCC;
1
Revisions
12/11/2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/30/2020 Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020 Revise per ONWASA 2nd
review comments
05/04/2020 Add check dams to clean
water swale, increase disturbed area to
include clean water swale.
07/22/2020 Revise plan per NCDEQ
comments.
05/05/2021 Minor Modification to
Stormwater Plans including SCM
contributory area and Off -site Area #4
divided into #4A & #413 and SF change.
JUN 15 2021
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Cover
APPROVED
NORTH CAROLINA ENVIRONMENTAI
MANAGEMENT COMMISSION
Date
October 14, 2019
Scale
1"=100"
Sheet
CS-1

STORM I)RAINACTE, PIPE, CHART
1 ! r
1
1 1 .
1
/
/ 1 '
ply
3 1
/
r I,=
/ I
STORM DRAINAGE
STRUCTURE CHART
#
ELEVATION
CB-5
TOC=45.19'
CB-6
TOC=43.41 '
CB-7
TOC=41.69'
CB-8
TOC=40.32'
DI-9
TOP=39.25'
CB-10
TOC=38.79'
DI-11
TOP=33.63'
SANITARY SEWER
STRUCTURE CHART
ELEVATION
MH-1
RIM=46.23'
MH--2
RIM=45.19'
MH-3
RIM=45.69'
MH-4
RIM=43.55'
dH-12
TOP=35. 77'
MH-13
TOP=38.22'
TOP OF SHELF
MH-14
TOP=39.04'
TOS=31.49'
MH-15
TOP=37.79'
TOS=30.34'
MH-16
TOP=37.39'
TOS=30.04'
- 17 TOP=37.61 '
-18 TOP=37. 18'
-19 TOP=38. 15'
-20 TOP=37.02'
-21 TOP=3710'
-221 TOP=38.07'
SANITARY.SFWE,R PIPE, CHART
#
SIZE & TYPE
ELEVATION
SS-1
10" MP
W INV.=3793'
E. INV.=36.85'
SS-2
10" MP
W. INV.=36.79'
E. INV.=35.55'
SS-3
4" PVC
S. INV.=40.44'
N. INV. =?
SS-4
10" PVC
W INV.=35.49'
E. INV.=34.25'
N. INV.=27.30'
SS-19
UNKNOWN
S. INV. =?
W. INV.=26.04'
SS-20
UNKNOWN
E. INV. = ?
SS-21
UNKNOWN
N. INV. = ?
S. INV.=30.99'
N. INV.=30.95'
SS-22
UNKNOWN
S. INV. =29, 79'
N. INV.=29.79'
SS-23
UNKNOWN
S. INV.=29.08'
SS-24
UNKNOWN
N. W. INV.=28.99'
S. E. INV. =?
GRAPHIC ME
0' 100' 200' 300'
(IN FEET)
1 INCH = 100 FT
NOTES:
1. HORIZONTAL DATUM IS NAD 83/2011.
2. VERTICAL DATUM IS NAVD 88.
J. WATER LINES SHOWN HEREON ARE APPROXIMATE.
4. SOME EXISTING BOUNDARY LINES RUN TO THE CENTERLINE OF THE
ROADS SHOWN HEREON. FOR THE PURPOSES OF THIS SURVEY,
BOUNDARY LINES ARE SHOWN TO THE RIGHT-OF-WAY.
5. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THIS SURVEY.
6. EX/STANCE OR NONEX/STANCE OF WETLANDS WAS NOT DETERMINED
7. ALL CONTROL POINTS ARE PROPOSED IRON STAKES.
------------------------------------
I
------- -- __Ex,w==-- --------------------------------
int #1 i-------
!j iLimits of Contributory area i -------
/ �- �� 33.37 Acres ( I T
--- I
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OB sttvESTER I
3536, PG 65.5
5
1 TRACT 13 '-_.._. f / j J , r_��. '� I I I 1 USE., VACANT
SYLVE�7 FARM INVESTMENTS, LLC. / \ "' _- `° ,\ `� , I ' ZONED: C-2
DB 4223, PG 186
I MB 78, PG 1977
SYLVESTER FARM INVESTMENTS, LLC.
DB 4223, PG 186-
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�INVFSTMENIS LLC
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PMCT 3 (NO CHANGE) ZONED.' -C=2 \ ��- � , ' r, 1 • / I I 1 J1.�I I
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IMPACTEDINTERM17TANT %/ I N I
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STREA (Permit S 9 021 )
SnVESTER
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/) \ ��_- - _ - DB 4223,= PG 195 % /' f STREAM.(Permit #SAW-2019-02132)
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ACANT I r I
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if
SIZE & TYPE
ELEVATION
P-5
18" RCP
N. INV.=41.19'
S. INV.=37.66'
P-6
30" RCP '.
W. INV.=37.37'
E. INV.=371,00'
P-7
18" RCP
W. INV L4J7.+ 1'
E. INV. =it7.7'
P
15" RCP
IA�I. INV.=37.79'
S�INV.=35.78'
�\
W. INV.=35.78'
P-9
15" RCP
E. INV,=36. 10'
15"
W. INV. z,35.72'
P_ 10
RCP
E. INV. =3� 12'
P-11
15" RCP
N. E. INV.=35�0'
S. W. INV. =34. 7�`
W. INV. =31.61 '
P-12
2�RCP
E. INV.=33.53'
P-13
6 " PVC
" W INV. = 33.03'
E. INV=�4.37'
P_ 14
24" RCP
W. INV.=30.29'
E. INV. =31.91 '
P-15
30" CMP
N. INV. =28.61 '
S. INV.=28.30'
P-16
30" RCP
\ N. INV.=28.23'
V. =28. 19'
P-17
66" CMP
N. INV.=3 '
l
S. INV.=29.35'
P_ 18
" RCP
W. INV. =2737'
E. INV. =25. �)
1 /
DB 4880, PG 357 ' 'T /` i INVESTMENTS, LLC I 1 INVESTMENTS, 62
✓/ < 11
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ZONED C-2 .. _ _ _ _ -
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LC
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� RICHLANDS HWY 1 8201 RICHLANDS '+M�'
_ y -.... J - ZONED. C 2
' RICHLANDS HWY I D 499 1
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IMPACT
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Iy�y INV IN=26.15 (E)PROPOSED US _" ___ram- -SS 1N1-15 _ IX - -
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EX-
HWY _ _-------=-=-=-r-: - - - - _ _ t - - - - -
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/W (WIDTH 24 � -�- -- - - - - wr,-oa d' `� ----= -~ -.� - - - - --�"°'aWAMN TFD�•
I�I VAR/ES) 1 -------. oz,x „--�--� -&_� �-/� _---- ------ ,, . I ' - ---- ---
3cD Pvc 0 US HWY 258 NC HWY 24�-
O EG+ „---«-�-` (DAtA FROM OHNASN � T -
I $-w -- 18 PUBLIC R/W (WIDTH VARIES) e- X NIt 14
W_2I
x roP - 340.--•--+
_OL 429'
I NV N - 30.99
�, HV H - 3C1O �
• o< _-w•=-p°-" CDATT FROM ONWASN I I I 130 CD
�
N„ OUT . 30.47 ,
I ! I N'� ! Ik! ONSLOW COUNTY BOARD I 1 ❑
OF EDUCATION
DB 3603, PG 706 I I I A I I 8100 RICHLANDS HWY
I• i .,', i { USE. SCHOOL
I
RLCHLANDS HIGH SCHOOL
I ONSLOW COUNTY BOARD N I I r to I 7
OF EDUCATION Q i i ,--.-.--.-.-.
DB 3603, PG 706 I 1 I 1
• I I 8100 RICHLANDS HWY r"' 'i i I: -- I = Z , 1 • _ _ -
USE: SCHOOL
LEGEND U0 I
R/W =RIGHT-OF-WAY �. I 1 i '° �«,T :'�..18
C/L = CENTERLINE I I I I• I I i
EP = EDGE OF PAVEMENT
EG = EDGE OF GRAVEL
I
C/G = CURB AND GUTTER I I I • I jI
TP -TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
1 FOCM
= FIBER OPTIC CABLE MARKER
T DI =
DROP INLET
CB =
CATCH BASIN
i - =
SIGN
S =
SIGN
ERWD =
EXISTING RIGHT-OF-WAY DISk,
EIS = EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
EX. SANITARY SEWER-55-55
_SS -
EX. 5TORM DRAINAGE
EX. WATERLINE-w-w-�v-
EX. 5AHTARY SEWER MANIIOLE
O
EX. MANHOLE
EX. CATCH BASIN
PROP. STORM DRANAGE
PROP. WATERIM
PROP. SANITARY SEWER ----....-
PROP. CATCH BASH
PROP. YARD NET
PROP. ",CTION BOX
•
PROP. MEAD WALL
PROP. FLARED END 5EC70H
PROP. HYDRANT A55EMBLY--
PROP. GATE VALVE N MAMtOLE
e
PROP. BLOW -Off ASSEMBLY
I.MDCRCROUND GAS
i
E�
,*C"GROLNO ELECTRIC
i
:1DERCJt«)ND TTELEEPHOHE
CURVE
TABLE
CURVE
DE
TA ANGLE
RADIUS
ARC ` ENGTH
TA'JGENT
CHORD BEARING
CHORD DISTANCE
C-
1
'30' 14 "
2965.57'
28 .88'
142. 55'
S
04°40'25 "
E
284. 77'
C-2
0°06'08"
500.00'
17 .43'
88.62'
N
0757'05"
W
174.55'
C-3
93°29'20"
25, 00'
4 .79'
26.57'
N
48°50'39"
E
36.42'
C-4
4°51 '51 "
2965.57'
251.76'
125.96'
S
00°30'38"
W
257.69'
C-5
0° 13'04"
2970, 00'
1 1.29'
5.65'
N
03°03'06"
7 1.29'
131.06'
742.86'
259. 17'
C-6
13° 12' 13"
570.00'
131.35'
65.97' N 03°39'32
C-7
14°23'54"
570.00'
143.24'
72.00' N 17°27'36" W
C-8
26°4532"
560.00'
261.54'
133.20N 1 1 ° 16'47" W
C-9
86°30'40"
25.00'
57.75'
23.52'
N
41 °09'21 "
W_r_
34.26'
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
�•`t0 CARO��/i�//
O�oFE83 ......
o'er-9�:
SEAL '
610
0�%t�S1�'b�L1
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/16/2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/30/2020
Relocate
Prop. MH 1 behind
existing 6" forcemain
per ONWASA.
04/24/2020
Revise
per ONWASA 2nd
review comments
07/22/2020
Revise
plan per NCDEQ
comments.
05/05/2021 Add boundary for Tract 13
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Existing Conditions Plan
Date
October 14, 2019
Scale
1$1 = 100'
Sheet
CS-2

HC RAMP NOTE:
ALL PROPOSED RAMPS SHALL MEET THE CURRENT NC BUILDING ! /
CODE AND ICC/ANSI A117.1-2009 FOR SLOPE (MAX 1:12), LENGTH
(6 FEET WITHOUT HANDRAILS), WIDTH 4', AND A 4'x4' (MINIMUM)
LANDING NOT EXCEEDING 2% SLOPE AT THE TOP OF THE RAMP. %!
I
RAMP NATYPICAL RAMP W/ LANDING
Ij
r � j
;j I
r
If
I
/
;
I,`/;
/ ;
LOT 13
LILIJTAYLOEUGENE Ij I 52,047SF
D6 1267, PG 203 II4,1 / 3.49 AC(TOTAL)
KOONC£ FORKC RD
USE: VACANT /
r /
I i
t
I
UTILITY WARNING THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED f
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE f
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
O n'
Z IZ
om
0
oti
0
I
f
;
1
f
ZONED
ZONED 20 _.
� ZONED 2 0
SYLVESTER FARM INVESTMENTS, LLC.
r 1
DB 4223, PG 186
/
MB 78, PG 1977
' 15'
/ .
BAY TAPE75R TAPER
I�
50 `T
STORAGE
,yr}a j I ARC - J8.2r
ov sroP sio.
- 1 s`' / esroosnH
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It
/1
FI qI i 1w 75'
BAYTAPER
►CNlEBAY
If l
R - .12a7.o9'
ARC - 41.70'
A4 °
NAVY FEDERAL CREDIT , lw
4UNION
' 'j I
DB 4716, PG 909 jf PROPOSD
2
113 KOONC£ FORKC RD ' 668 O
/
USE CREDIT UNION 54,934.03 SF
1.261 AC (TOTAL)
O R!
STORNWA=
1. 073 AC EXCL. EASEMENT
,,,
PrpJCHINr
iiil 1
a
CONTROL fCVNT l /i / fa
a "
1'LlOPV7SID
N-417,30&87f8' i� a 75
E Z4Jb,?68.5585' /f L
I STORAGE
LOTH
51845.53 SF
ELEY-.7SB3• s
I /. ��
1.190AC
SCMACCEIS&
MAINTENANCE EASEMENT
/f PIP
ROp
FP
mv,
- _
ARC - 2=20'
u
RICHLANDS PRIM
ONSLOW COUNTY
OF EDUCATK
DB 3603, PG
7444 R/CHLAND5
USE: SCHOC
SYLVESTER FARM /NVESTMEAUS, LLC.
DB 4223, PG 186
MB 6, PG 36
R - 287aw'
ARC - 52a80'
JO.00
AW
2&00'
S 81'31'14"
l
s a
nsaa.n
I700'
�`
81'31'14' E
R - 1030.00
ARC- 99.82' �
, t
I
PROPOSED
LOT 10 1
1 ARC - 8.L81'
45, 608.28 SF
1
R - 30M.00'
ARC - 22175'
�. 1.047AC I cdo PROPOSED
LOT 9
1' 59971.90 SF
1,377AC
oC I I
1
R- SCAISB
ARC- In72' S 8703'4J' £ 1 8703'43' E
- - 10754' 107.54'
1 1 ARC 5053-W
O
Ir U
�T
NOTES:
1. HORIZONTAL DATUM IS NAD 8JI2011.
2. VERTICAL DATUM IS NAVD 88.
J. WATER LINES SHOWN HEREON ARE APPROXIMATE.
4. SOME EXISTING BOUNDARY LINES RUN TO THE CENTERLINE OF THE
ROADS SHOWN HEREON. FOR THE PURPOSES OF THIS SURVEY,
BOUNDARY LINES ARE SHOWN TO THE RIGHT-OF-WAY.
5. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THIS SURVEY.
6. EXISTANCE OR NONEXISTANCE OF WETLANDS WAS NOT DETERMINED
AT THE TIME OF THIS SURVEY.
7. ALL CONTROL POINTS ARE PROPOSED IRON STAKES.
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
SYLVESTER FARM INVESTMENTS, LLC.
DB 4223, PG 186
MB 6, PG 36
-'
3a0 00
�� ��I�bf7L�7a4r
TRACT 3 (NO CHANGE) ? cVI�I�DD
SYLVE37ER FARM C_2
INVESTMENTS, LLC
OB 4223, PG 195
RICHLANDS HWY
USE. VACANT
_ ZONED: C-2
TIE TO PHASE 1
ROADWAY
`R - J030.00'
ARC - IZ49'
z
� b
A ti
ti
E27STING
LOT8
47, 608.67 SF
1.093AC
N `
W�
x
COMR'OL POINT -
0.'
N-418,32A9013'
�'
E=2,4T5,441.6D84'
ELEV.-38.57'
EXISTING
LOT
59, 882.13 SF
1.375 AC
1a
�o
W
O
N
hi
ti
TRACT 4 (NO CHANGE)
SYLVESTER FARM'``
INVESTMENTS, LLC
RICHLANDS HWY
I USE. VACANT
ZONED: C-2 r
u1
-.�v� r,arsrov
N E SM n_n
R - 25.00'
ARC - 127'
�r BE�ow o
qd'
a iJi
C tjS
dal
�y
R - 25.00'
ARC - 39.27'
`R - 83a00'
R - C3a00 ARC - 15&4r
ARC -44,W'
PROPOSED
/ RIGHT IN I RIGHT OUT
EXISTING
LOT6
48199.38 SF
1.106AC
3
e OLD 7RACT 2
24 EAST
DEVELOPMENT, LLC
EXISTLNG
LOT5
42662.05 SF
0.979AC
z
LEGEND
R/W =
RIGHT-OF-WAY
C/L =
CENTERLINE
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
=
SIGN
S =
SIGN
ERWO =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
R
ARC -
R - BJa00'
ARC - I00.I r
EXISTING
LOT2
46,287.89 SF
1.063 AC
ZONED R 110
ZONED C-2
SYLVESTER FARM INVESTMENTS, LLC.
DB 4286, PG 499
MB 6, PG 36
60'PLT't "" TVAMELDRIVE 58I N
«x cso SM
�I
TRACT I (NO CFNNoo
57YLVES7ER FARM
Z
ffmE MEN7$, LLC
DB 4286, PG 499
wRICHLANDS
HWY
m
USE VACANT
m
ZONED: C-2
GRWW SCALE
o' too' 200' 300'
(IN FEED
1 INCH = 10D FT
-r��EY4 - - - - - - 1 - �'� RI HT IN / RIGHT OUT o: 1
.�."-•^,,...,,,,.,�..,,,.--- I �Li �ptt 4 , ` 08 4880, PG 357 rPROPOSED
S1GY1f `�� asss �' RICHLANDS HWY RIGHiIN/RIGHT OUT
V i USE VACANT 4'
---� � �- ZONED: C-2 CONMOL Pawl
�. _ s ozselr w feaev J.2s _ _
PP 02'S_ 6 17 W
Vf R - 25.00 ' ' 4 I EZ435,443.68W
--...�..,,.- ARC 39.27'
Eor c 's 07'l�s'/,j^ N, � �" � ELEY.-42 fr
'._.,...,.....e.n.
17 RIGHT LANE BAY TAPE
lo
STOP,
4S
2A00 '. 1
_->--�•-M„,_ _-•..--�� ' - �1_ — _ — STORAGE
:0 O!
5 TT d
- — STORAGE TAPER I
- - --�-�__.-_..._....--....
` 105'FULL R
R -
ARC - 4628'
_ TURN LANE
STORAGE' "BAY TAPER — _ .. �� ._ �. PP
_ _
._., TURN LANE
Pt1S8/ g-�- - -_
_ AY TAPER �—
I/'AIDES) �_-�_—�----'�----------------�—�,-�---�_--��----- ------_--_�--_—�-_--_�_--��_----; � __----_--_ �® --�� — I' —
--------------------------------------
--------------
__ ___ _
I I , I
I I I
1 I I 1
i I I 1
I i l I
P � I TRor & LlIRLENE I
RURAL
II ; DB 3536, PG 655
I SYLVE57ER A14N ST I
' USE VACANT
I , ZONED: C-2
TI I I
i
I I I
1
1 I 1
1
I
f5
ill I I
Itl l 1
sr{ I RL£C ENTERPR= LLC I
i DB 2764, PG 276
I� I 109 SYLVESTER ST I
USE' COMMERCAL
I i ZONED: C-2
4 I 1 1
� I
1
1
I r !
I
I ' I
� ' BAITJES
i I 1PAESTWEV73, LLC I
DB 198J, PG 62
MI MC�LANDS HWY I
I USE' POST OFFICE
20ME . C-2
� I oo• RKiiT
I f 1 TURN TAR ��
50'PUBLIC• ,
v
--E.L0.
a PUBLICR/W (WIDTFI VARIES) f
1 �
O I 1 I
I RICIILAhDS PRIMARY SCHOOL
ONSLOW COUNTY BOARD i1 I I ONSLOW, OF
NSLOF EDUCATION
I DB 36113, PG 658 I I I 706 I I
RICHLANDS HIGH SCHOOL I I 8 f 00 RICHLANDS HWY
7444 AYCNANDS HWY ONSLOW COUNTY BOARD i i USE: SCHOOL I
USE SCHOOL OF MUC477ON
I I DB 3603, PG 706 I I I 1 I
8100 RICHLANDS HWY I I I I
I USE: SCHOOL
� Z 1
1 1 1 I ly 2 ;
1
I ii l� l I 1 1
� I I1 �
I
1
I
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
``,:,x L-ok CAlgo���'�s
�
.�a SISAL4 �
1vVl
0�mq/�61
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA
recommendations.
01 /31 /2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/16/2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/30/2020
Relocate
Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020
Revise
per ONWASA 2nd
review comments
07/22/2020
Revise
plan per NCDEQ
comments.
05/05/2021 Add boundary for Tract 13
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 — Richlands NC
Overall Development Plan
Date
October 14, 2019
Scale
11) = 100'
Contact the North Carolina One Call Center
prior to doing any digging, (1-800-632-4949)
Sheet
CS-3

V
Z
00 o
4
NJ 0)
0
O
N N
1*39.4
38o Oo ,
0
Q) _
TRACT 3 (NO CHANGE)
SYLVESTER FARM
*1!TMENTS, LLC
DB 4223, PG 195
RICHLANDS HWY
USE: VACANT
ZONED: C-2
60' PUBLIC RIW
ED NATHANIEL DRIVE
END ASPHALT &—,,,.
\
cl O \
O
O
- -N 02'S6r34 E 201.46 - - -- -
Z
c00�, N
DOSED
LOT 8
8.67 SF
.093 AC
4'
h
V
1 13.26'
Z S 02°56'17" W
Lu
_Z 0)
J M
N
O
oco
wCO
M
i 00
Z
12.
S 07°79'73" W
-_
8" CABC
N 02°56'34 " E 3" S9.56
— 364.45'
HC RAMP NOTE:
ALL PROPOSED RAMPS SHALL MEET THE CURRENT NC BUILDING
CODE AND ICC/ANSI Al 17.1-2009 FOR SLOPE (MAX 1:12), LENGTH
(6 FEET WITHOUT HANDRAILS), WIDTH 4', AND A 4'x4' (MINIMUM)
LANDING NOT EXCEEDING 2% SLOPE AT THE TOP OF THE RAMP.
SYLVESTER FARM INVESTMENTS, LLC. RAMP TYPICAL RAMP W/ LANDING
DB 4223, PG 186
MB 6, PG 36
CD N
N I
I U
WETLANDS WERE DELINEATED AN of wI�
FLAGGED BY S&EC PA BOB ZARZECKI. L--'Io
FLAGS WERE FIELD LOCATED BY o N
MATRIX EAST, PLLC N
r-� � y
ZONED
C-2 72
11- '18 , E i
290OS
. Oo , �, N
TRACT 4 (NO CHANGE)
SYLVESTER FARM
IINVESTMENTS, LLC I
DB 4223, PG 201
RICHLANDS HWY
J ✓ ,, ,
USE VACANT
ZONED: C-2 w
w w w w
w w w w w w
w w w w w w w w w w w EXISTING w w w w w w w w
w w w w w w w w w w w w WETLANDS DD
w w w
w w w W w w w w w w w w w w w w w w w w w w w nn�
w w w w w w w w w w w w w w w w w w w w w V
w w w w w w w w w w w ROP w w w w�j C
STOP SIGN !J
w& STOP BAR
w w w w w w w w w w W/ INCOMING
f w w w w w w w TRAFFIC DOES 8" CABC
NOT STOP SIGN
w 3" S9.58
BELOW
N
PRO
STOP SIGN R = 25.00'
OP BAR
W/ IN OMING ARC = 39.27' p I
TRAFFIC DOES �1
OLD TRACT 2 NOT STOP SIGN I
24 EAST BELOW
DEVELOPMENT, LLC
DB 4880, PG 357 I
RICHLANDS HWY
USE. VACANT '
ZONED: C-2 o�
CV
PROPOSED U� N
LOT7 �� w
59, 882.13 SF M I
1.375 AC Q o,
OZ
243.00' �
PROP. 10'x70' SIGHT 8" CABI
C
TRIANGLE 3"s9.5e I
R = 5.00'
ARC = 9.27'
262.02
N 256!W .5 '
d0'Dl
41
— — — — -- 1 ve*
----__ APPROX. 6" PVC WATER LINE
------== ==--------_
AREA 1' BEYOND EXISTING'
LANE LINES FOR 1 2' MILLING
AND RESURFACING FOR
PAVEMENT MARKING CHANGES.
RICHLANDS HIGH SCHOOL
ONSLOW COUNTY BOARD Note:
OF EDUCATION US 258/NC 24 (Richlands Highway) at
DB 3603, PG 706 Richlands High School Road/SYLVESTER FARM ROAD.
8100 RICHLANDS HWY This intersection shall be signalized as
USE SCHOOL soon as the SYLVESTER FARM ROAD development leg
is constructed.
NOTE 1
jALL CONSTRI I' I IN A CCORDANCE1
WITH C URRENT TOWNOF - ONWASA, NCDEQ: S
DE //lam//INN/J��1f�1
C,'ontaet the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
�I
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ll
I I
� 1
v�
A 11
b I
I
I
I
I
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I
I
I
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I
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I
I
I
I
I
I
� I
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
SYLVESTER FARM INVESTMENTS, LLC.
DB 4286, PG 499
MB 6, PG 36
W$PW SCU
0' so' 100' 150'
(IN FEET)
1 NCt1 = 50 FT
L i
N 02°56'34"
N 02'56 34" E 115.07'
�R - 25.00'
ARC = 39.27
P. '
ROSIGN R = 63�0.00'
INCOMING TRAFFIC ARC=44.86'
I KEEP MOVING
1
INCOMING TRAFFIC FROM
NC 24 DOES NOT STOP
ROP. 30" C&G
( P)
184.90'
I
'o
Cri PROPOSED
N LOT
I'y' 48,199.38 SF
Iz
Co 1.107 AC
N
OLD TRACT 2
I0024 EAST
Z DEVELOPMENT, LLC
DB 4880, PG 357
1 RICHLANDS HWY USE.- VACANT
ZONED: C-2
IROP. 10'x70' SIGHT
TRIANGLE
R = 25 0' 250'
ARC 39.27' STORAGE
ROP.C&G
15 . 0'
..-
`-12OGHT
TURN LANE —
s.
s0 ,
a.F
_
R - 500.00'
a
ARC = 58.09'
--�
00,
ARC = 100. 17'
R = 630.00'
ARC = 158.47'
w M
W(0
z
N
PROPOSED
rn
PROPOSED
O
LOT 5
I - `"
0
LOT 2
42, 662.05 SF
46,287.89 SF
0
1. 063 AC
oS
0.979 AC
M
0- 00
0- o
Z
aZ
a
155.005
r%„.t
PROPOSED
RIGHTIN / RIGHT OUT
100, R = 2,965.57'
BAY TAPER ARC = 145.28'
54' PP 0
W va
Z
60' PUBLIC �THANIEL DRIVE cn --�
_� PROPSOSED N 02°o5's9" E
128.78 '
70 /v
ROP. 30" C&G 122.07'
(TY') 8" CABO
3" S9.5B
I
I I
I
TROY & DARLENE
I
FUTRAL
I
I
DB 3536, PG 655
SYLVESTER NAN ST
I I
I I
USE.- VACANT
I ;
ZONED: C-2
I I
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I
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I
n j
I
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RLEC ENTERPRISES, LLC
I ,
DB 2764, PG 276
Z
i
109 SYLVESTER ST
I
USE COMMERCIAL
ZONED: C-2
I �
a
I
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(n
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a �1
PROP. 7.5 ADDITIONAL 1
R/W TO BE DEDICATED I �_�: =�)
1\
z TRACT 1 (NO CHANGE) I
SYLVESTER FARM
INVESTMENTS, LLC I
DB 4286, PG 499
RICHLANDS HWY
USE VACANT
ZONED: C-2
225'
�,
I�
BATTJES
STORAGE
i I
INVESTMENTS, LLC
DB 1983, PG 62
8201 RICHLANDS HWY
Note:
I� I
USE POST OFFICE
75-foot internal protected
I�
ZONED: C-2
,
stem required from R/W.
100' RIGHT
TURN TAPER
100'
GW�
� 0 ' ROP.
HC RAMPS
BAY TAPER
105
ROP. c&G ddt%
�u
STORAGE
CONTROL POINT
N=419,4525866'
3NI� A
APPROXIMATE 6"
�
PVC WATER LINE
ELEV.=42.1T
s
y
—
12'
TURN
APPROXIMATE 6"
_-_ /---__ — — -- PVC WATER LINE s,�-----
WV(4)
TT rr��* a� ---- --•-=T� �- _____________Z������
01
13- PUBLIC RIW (WIDTH VARIES) ------------- �- --- { `--- - - , / ;
----------
I
I----�r-----------
1 I II ,r------ i ------- i
I ,------------------ --- I �1 i i iL------------I
I I - L---------II
ONSLOW COUNTY BOARD
OF EDUCATION
DB 3603, PG 706 i I I -----�
j 8100 RICHLANDS HWY
USE SCHOOL I L-------
---------------------IJ I it i
1 I j r I I I I j
I II L------J I 1
j g .—..—. I i I bI I
UTILITY WARNING
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED J
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. �I _
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER- 4
j I I II GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES W I
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
I II i y SURVEYOR FURTHER DOES NOT WARRANT THAT THEI
I i I I UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT '
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
' y INFORMATION AVAILABLE. THE SURVEYOR HAS NOT 1
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. I
I I 1 1
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
IACARO
Q�••FE88%OlZ�'�'
••� SEAL
��J. MCC
y
V llvn"�o
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/30/2020 Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020 Revise per ONWASA 2nd
review comments
07/22/2020 Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 — Richlands NC
Ph 1 Enlarged Site Plan
Date
October 14, 2019
Scale
1 " = 50'
Sh eet
CS-4

HC RAMP NOTE: SITE NOTES:
i
ALL PROPOSED RAMPS SHALL THE CURRENT NC BUILDING 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
CODE AND ICC/ANSI A117.1-2009 FOR LOPE (MAX 1:12), LENGTH ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
(6 FEET WITHOUT HANDRAILS), WIDT 4' , AND A 4'x4' (MINIMUM) DETAILS.
LANDING NOT EXCEEDING 2% SLOP AT THE TOP OF THE RAMP. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES.
1 RAMP TYPICAL RAMP I LANDING I 3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
i ! 5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
SYLVESTER FARM INVESTMENTS, LLC. 7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
DB 4223, PG 186
MB 6, PG 36 J
J
1
-ZOZONED
NED R—�u
LOT 13
152,047 SF
3.49 AC (TOTAL)
Z2o
NED �— 2
rNOTE:WITH CURRENT TOWN r.
OF
r
IRI
GRWHC SCALE
0' 50, 100' 150'
(IN FEET)
1 INCN = 50 FT
SYLVESTER FARM INVE
DB 4223, P6
MB 6, PG
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
/,/''�.
N`` , Vk CAR
/p'�T�
SEAL
,�••. bINE�
J. MCG�`•
e t ltb� l
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/30/2020 Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020 Revise per ONWASA 2nd
review comments
07/22/2020 Revise plan per NCDEQ
comments.
05/05/2021 Add boundary for Tract 13
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 — Richlands NC
Ph 2 Enlarged Site Plan
Date
October 14, 2019
Scale
1 it = 50'
Sh eet
CS-5

#
SIZE & TYPE
ELEVATION
P-5
18" RCP
N. INV.=41.19'
S. INV. =JZ 66'
P-6
30" RCP
W. INV. =37.37'
E. INV.=37.00'
P-7
18" RCP
W. INV. =37.81'
E. INV.=JZ71 '
P-8
15" RCP
N. INV. =JZ79'
S. INV.=35.78'
P-9
15" RCP
W. INV.=35.78'
E. INV.=36.10'
P-10
15" RCP
W. INV.=35.72'
E. INV.=35.12'
P-11
15$1 RCP
N.E. INV. =35.10'
S. W. INV.=34.75'
P-12
24" RCP
W. INV. =31.61 '
E. INV.=33.53'
P-13
6" PVC
W. INV.=33.03'
E. INV.=34.37'
P-14
24" RCP
W. INV.=30.29'
E. INV. =31.91 '
P_ 15
30" CMP
N. INV. =28.61 '
S. INV. =28. JO'
P-16
JO" RCP
N. INV.=28.23'
S. INV.=28.19'
P-17
66" CMP
N. INV.=JO.48'
S. INV.=29.35'
P- 18
24" RCP
W. INV. =2 Z J7'
E. INV.=25.84'
fi
STORMDRAINAGE
STRUCTURE CHART
ELEVATION
CB-5
TOC=45.19'
CB-6
TOC=43.41 '
CB-7
TOC,41.69'
CB-8
TOC=40.32'
D1-9
TOP=39.25'
CB-10
TOC=38.79'
D1-11
TOP=33.63'
STORM DRAINAGE NOTE:
FOR STORM DRAINAGE STRUCTURE & PIPE
DESIGN CHART, SEE SHEET CS-19 THIS SET.
NO STOCKPILE LOCATIONS ON SITE
FGE = FINISHED GRADE ELEVATION
5EDIMENT CONTROL LEGEND
R15ER BA5N
<<<<
TEMP. DIVER51ON BERM/DITCH
G01,15TRUGTION ENTRANCE
GHECK DAM
VELOCITY D1551PATOR
SILT FENCE
-x-x-
TREE PROTECTION FENCE
0
INLET PROTECTION
i .00 o
DENUDED AREA LMT5
SILT BAG NLET PROTECTION
NOTE:
FOR GRADING PLAN ENLARGEMENTS ALONG WITH
EROSION CONTROL, SEE SHEETS CS-9A AND CS-91B THIS
SET. THIS SHEET IS INTENDED AS AN OVERALL
REFERENCE SHEET ONLY.
LEGEND
EX. SANITARY sewer �s-SS�s-
LEGEND
Ex. STORM DKAHAGE _
_ --- _ _ _
R/W =
RIGHT-OF-WAY
EX. WATERLINE -W-W-W-
CIL =
CENTERLINE
EX. SANITARY SEWER MAMOLE
O
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
A CB
EX. CH BASIL
Ex CATCH
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
PROP. STORM DRAINAGE
GRAPHIC SME
TB =
TELEPHONE BOX
PROF. WATERLINE _vv�
-w_
o. 100, 2W 3W
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
PROP. SANITARY sev>ER-sE-Gs-
CB =
CATCH BASIN
PROP. cnrcH BASIN
®
SIGN
PROP. YARD Ii.ET
(IN FEET)
S =
SIGN
1 INW - 100 Fr
ERWD =
EXISTING RIGHT-OF-WAY DISK
PROP. ,UNCTION BOX
EIS =EXISTING
IRON STAKE
PROP' HEAD WALL
WM =
WATER METER
PROP. H2AReD Ergo SECTION
WV
WV =
WATER VALVE
PROP. HYDRANT ASSEMBLY.
=
MH =
FIRE HYDRANT
MANHOLE
MOP. GATE VALVE IN MANHOLE
e
CO =
CLEAN -OUT
PROP. BLOW -Of ASSEMBLY
Imo
SM =
SEWER MARKER
G'MP
=
ME7AL PIPE
urNoeRDRaum cas
- G �
RIVER BASIN = WHITE OAK
RCP =
REINFORCED CONCRETE PIPE
E E
DENUDED AREA: 26.54 ACRES
CMP =
CORRUGATED METAL PIPE
i T
FES =
FLARRED END SECTION
IRIDERGROIJND TELH:PnolNc
- �
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
v v
i i
I
/
Imo'---
//� / � ,' , / ` / � - _ __ \_------------_-------------- _.
1 / ' ,' , _r
% \ ------
1 r---_ Exlsnuc cavrc Paso f I --
/ iJ' i / / ♦ ♦ / 'SYLVESTER FARM INVESTMENTS, LLC. \ \ \ \ I -----------------r'
r ---
�i / I l / / ♦ OB 4223, PG 186 \ \ \ I I
! \ \ 1 ---- ---------�.
,% , � r / ♦ �Point #1 v � �, Me s, Pc 36
� \ --
//LOTl3 �♦ Limits of Contributory area \\ \`\ ` '� \1 _y ►------------y - -�-
/ 35.0; 9AC(7SF ' ♦ e % I SYLVESTER ' 1 \
y 9 l3.49Ac(TOTAL) �r�♦ (33.37 Acres vv _
I
!� t / r ROP PERMANENTI I
_ \ M /NVES71l/EN75, LLC. \ 1
i It ' ' ,' / 7L i ♦ \ e y _ _ / \ OB 42 PG 499
f ✓ �- � � _ ♦ CLEAN WATER -�
42.0 41. ' ♦ ♦ ` DIVERSION SWALE t_ 1 MB s, *7,W
l 1 42.0 42.0 40.a� \ 1 1
\, ROP. PERMANENT \ 1 I 1
uLu£ EucENE.� CLEAN WATER \\ I I
I r
.Z
DB 12si�Pc 203 / If % i ! �* ^ \ �'Z) �.Z )-1 Z?.Z ).�` _ _ - •, DIVERSION SWALE
KOONC£ FORKC RD , �' : t / 42.0 39.8
use VACANT
,
_ ys
f .'
I
p f�
�\"A PE
74,670 SF /.714A . -
t"` ✓ ,�` •, •� I r 59452 SF 1.365ACBUA ,r r/ .�_ ',..�_ OND CONTRIBUTORY 9.6 1' `` �\ 7RACT...,3 (NO CHM/GE)... • / / i /' /S r r J% ✓1`,{/'/ i I L - . -
;/3., (. j `• I56.029 SF(3.58AC TOTAL AREA _ -- -
8 Allocated wulnn tlus a>ea / ) (fYP) _. _ ,. / / -_r/' ,,
� INVES7MENIS,-_LLC �,. ___,• •. 77 77% _�% 50'VEGETATE %
52,933 SF 1.215ACBUA - -.. ___,_-_ ///' )
antrrhuto to Wet Detention Po \, ( -., � r _ j �•� � DB 4223, PC �19� ����-.,. _ ' / � � SETBACK
• / ', Allocated within this area _ I 5
RICHLANDS FIHN - /`
--- I / / / l : / %` '•./ ontr+buto to Wet Detention Po - 't `�`�� ._ I _ ._ _ _ / r /r •rr ,/ \ - 1
use �.
ZONED: C-2 7i7ACT 4' (NO CHANGE) � ,:' - •, ' /// � I
_
B SYi E C
SYLVES7ER FARM / v�
• � a /` 7 . 9 `, '" \ `.` / ,.... - ' - (a`..1 _ i ,,. •Bk. \ it ,_ INVESTMEIJIS,- LLC
4
i
39.4 � � -+ I OB_ 427.7 PG 201
r
.._..R/CH[ANOS RN4' - \\J � , J / ;:i � 'l ' j ' •
USE. ✓ACANC,-.
---�� } iI c673 \ / .,\ \\ \ \\ \1�. ZON-EDt i!
t r
-
i, ' f / \"\ .f \ - `•,\. \ �39.0 \\ c,,-``, `50, VEGETATE Alt t\ \
~ 3 _
�h .., .`` SETBACK\ I f
}.
_ - t
ROP�` R6MAWIN61Nr& REALIG
u"sovn °Fx� 38.6 '1 F r r ) +
CB 72 CB 3 '`� J{ t 1+1 1�' �+\Y +' p SiREAM emM SAW 26:9'021
/ B 1
/
nScraa9°d-. . - -- --t' '-
` •,.\ O a WAY +s w « » v r�an,arwnner . .EN • Ewen . • �a - '.. 4.F yB
\ 1
iS f-i
- � it `(qPRO 24• BPE ,, k. MH 7 .� PE ` fFE,S.3 a s - FES
a"J
jr w �
w-�--J '
1j
i ) 1
, PRQPOSED o:ss:Pn'
1 __.___....w .. _.
LOT IZ
54,934.03SF ,o•miRwior .f%� ' � _ -" \ \ i / ------------.._.. o .- �� _ t '`~ �� t i I II � '�" � .
N&Y FEDERAL CREDIT I rO scussn
' ; '�'�"/ I' ,. ^''' r� 1.261 AC (TOTAL) pir.ww sRiuw�r j PES�r //r _ i ��--�_ - - C88' _.___ _.._...-� ___ f � fSCg,1 t ONO CONTRIBUTORY
UNION 1 1 /' I 1,073Y)G.EKCG. EASEMENT wl GEO rTMI a rsaRa ooegna / CB 13A _ _ _ ! 1 �� (T� P) ' 1
,
e�ev ze.ea- ...
t
i 1 I
08 4716, AG 909 jFGE=t38.b ° T � !
I 113 KOONCE FORKC RD ' f( / I j - - - --
USE: CREDIT UN/ON , "
oP CB 11 PROPOSED L DRIVE r -- ---,
11 , / I S. ,OUNV TER 3 Ex I
y' / C680. C881 60'i I,. /i•/ �.._.�-_-._-.��-_ - -�N
• I I --.,:� FPOI�IDMENT' / � / 1 a ce 12 / ca 13 - __ s ~~ i !! t I � I I i
20A I
/ ' ° /` ) CB 18 MPACTED IN Rtv,U'(-TANT
I /! I o NP 2�U0 /�! m I , ' MPACT i l
A�-- -- - - 1,
I , ' r - _ _ _ _ a: `' gyi' I,.� I .r F,( 1 CB 17 �T12EAM (Pe It AW-2019-02132)
' ii - I ' - a / /irrr !/ PROPOISF.D STR rmlt #SAW- ) _
N-4C .971`8' ^- - - _ -_ -- RG OSED I 1 _
/ IMPACTEDI ApfT r� ,,. / \ \
'1 � / LOTI 1 . � t EAM (P,E � 201 432 �/'
j 1 II TRACT P \ I 1
I _ {1 .�-- -- ---- CB s g ..i � i � I
a £ 24,!'f Y89 3583' r„ 11 43,688.19 SF 1 -1 r i / r r ! i ?4 EAST C \\
rr
ELEV. / ,/ r•"` ! 1.047AC alr. � Imo. Ce 1s _ w r' r ' D8 42"W, PO
r�' r 45,b08.28 SP ! / PROPOSED I , ` W I h I ? / I l
._�_---�-- t1 1.047AC FGE=P.O UQ' P LOT9 r! t' �/ !
^''*.., ROP / � 3 / I PHA 1 f // / '�1 11 '1 I PHASE 1 � � I I
#4 - _ _ a /� - / 1 I
-►�-_ 1 '�, \_ "` RISER 41 1\ \\ j� 1 5997/.90 SF I / / / /r I iH 1 O w -
/ a O _ , ..+ l� 9 / PHAS 1 \ ZaNED: C72 f
�4 ,I 1 1E 1,31 1 F / PHASE 1.� �I - j /o A` P ASE 1 J 1
� . !/ FGE-f39.0 r / APPR(JVID / � �1 � I ' APPROVED w I I
!! 47 L 67 SF ~ - -PROVED
a. ~O I i
_ t / 1 UN FF FR M EXl N\ I I
\ OND CONTRIBUTORY n / ,`--_48,L99.38SF a PROVE -' I \' I
= -,` PP •, _ . - / r' S y '.093AC a ' II07AC _' -__ AP D
t! l CH l3 W �11 I I O J ❑ j S CONTRIBUTORY TO EXISTING FES 61 I a
/ ( ) r' / APPROVED J a vi PSTREAM END OF PIPE P-7 I
/ \ AREA TYP / / / i 7fOT5 { I 1
,FGE=t39,S' 10 / 'LOT7 r' C' �, I PGE=t40.0 42.61.05 SF O (APPROVED ' It ISCHARGING ON EAST SIDE
ouag' a'� - �s- .�.y�, ' \ 4 ,` l r' r y I ® :0.979AC r p / LOT2 I
I , Dfi � PROP 5988213 SF ti \
a / smAsa Asa, l a �. FGE=t41 / 46,28Z89 SP i+� \
"--__ -- .,�, m eoR BEG I , /FGE=+40.0 i L063 AC
so ;
�-
- --- OF , - .r,::s4�, s,•-., '� P CT , 7 f ^ j.-. - _ 0> ate/ FGE t4 .0 'iv � CW4/RD,L FlOAV7 ` > I I
_ .. _. CB 51 _-
:
r
_ _ � RCP �..+
R�r
a
•--_. _ _-___ --__ :. � � OND CONTRIBUTORY / /
ITCH #1i
- .. _. _ _- FES B OP t AREA(TYP)\ ( r \
- OP _--_._ __ FES 50 '-----_ �-._ --
L ROP - - _ _ is
--^-"^__- -_--_ •` '+,.,"`^„-,,., _ -,-.. '+wu --- - --- - - - _ - � � -' 53 FES 62 ��'. (�'S 91 4 41 !N
RICIII.ANDS PRINT
ONSLOW COUNTY
OF EDUCAIIC
DB 3603, PG
7444 RICHLANDS
USE. SCROC
--- -
PRO CB 32 ' / •'a., I _ _
PRO _ --_ FES 30 '`acP �, _ / •\ \ ,`1.� 1 4\ - - ,-. �-
a--
------------ ---- s -
--�- - __-_FE 60
_._. _--__._-_-_'--___ - - -- _ _
-
CB 33
r
\ a®rowmuc /
,
C834 acascvesrrs®csm,vsc/
F_
UM" OF
ROPCCB35 'BOX TO
BE
'_,_` a�;1�-- - - - - ----.. TRAFFIC RATED -
PUHlsB/� _- - ----- ��=J-:-
_ <s
I _ _ ^ _ -
�IDT7iV9RIB6/--,�-------
-P►TSO'PJO�BLEICSBIJnRy
�------------------------------------- 4 in--:=----
O0i�@ T IVE� PUBLIC R/W(WMTR vARIE� r -- -- -- --- --'
EiEY..ST I I
I RICHLANDSPRLAL4RPSCHOOL--
'
ONSL00FW 6D1tmEDUCCTION
I DU 3s04 PG 6W
i 7444 R/G7SMIDS tar ! i I r` 1 I I I T I ❑ ' I I I
use sonncx I
1 I I
11
I'; I ------- - r I I
Iy I
I I Ijil �'II_- ! � e� � •___ �
! SITE NOTES: I I
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND I ! ! ! 1
I 1 1 1 I
DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES. I ! k!
I
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED. i II ;I' I - UTILITY WARNING -
4 NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE
NOTE
111
ALL CONSTR UCTION MUST BE PERFORMED IN ORD, i
I
I I IRICHLANDS, ONWASA,NCDEQ �
•CIFICA TIONS AND DETAILS
Contact the North Carolina One Call Venter
prior to doing any digging. (1-800-632-4949)
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE �'' `I FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
CONTRACTOR UPON THEIR REQUEST. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER -
CONTRACTOR UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER 'DOES NOT WARRANT THAT THE
EAST, PLLC. UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS. Note: LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
NO SLOPES STEEPER THAN 3:1 ARE PROPOSED ON THESE PLANS. INFORMATION AVAILABLE THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
STEAL '
1 1 LA
r ,=
0�lbSI�b�L1
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/30/2020 Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020 Revise per ONWASA 2nd
review comments
05/04/2020 Add check dams to clean
water swale, increase disturbed area to
include clean water Swale.
07/22/2020 Revise plan per NCDEQ
comments.
05/05/2021 Minor Modification to
Stormwater Plans including SCM
contributory area and Off -site Area #4
divided int
o #4A & #46 and SF change.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Overall Storm Drainage
& Grading Plan
Date
October 14, 2019
Scale
1 " = 100'
Sheet
CS-8

STORM DRAINAGE NOTE:
Note: DIVERSION SWALE FOR STORM DRAINAGE STRUCTURE & PIPE
NO SLOPES STEEP ZRTHAN 3:1 ARE PROPOSED ON THESE PLANS. DESIGN CHART, SEE SHEET CS-19 THIS SET.
> > > >)))))))))) NO STOCKPILE LOCATIONS ON SITE
7//
�f
TRACT .. 3 (NO CHANGE)--
r�
I SYL VtSTER FARM
l \ \ INVESTMENtS L L C
DB 4223, PG I 9k5
RICHLANDS HWY - -
I USEVACANT
ZONED: C-2 TRACT �F'�NO CHANGE) _.,y
\ —
— — _ —9f" CYl I /�CT�Q rA PAA — — — -- „
i2
PROPOSED NATHANIEL DRIV
w 60' PUBLIC R/W
� I
I '
r
' IMPACTED I
STREAM (P,ermit # SP
f l
i
----' PHASE 1
i
i r APPROVED M
LQIT 8
47,608.67 SF '
/1.093 AC
PGE = t39J, f f.
30"
RCP
PROP
MH 61
LEGEND —A� „AY"' , .,,,.,
18, 325.9013'
R/W =
RIGHT-OF-f MY, 435, 441. 6064'
CIL =
CENTERLINE ELEV.=36.57'
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
=
SIGN
S =
SIGN
ERWD =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
' `'
ii a i E
LEGEND
1 , I
d
EX SANITARY SEWER __SS—SS—SS—
EX. STORM DRAINAGE
1
EX WATERLINE
EX SANITARY SEWER MAMIOLC
O
I I 'I
Ex MANHOLE
.NB a
EX CATCM BASH
PROP. STORM DRAINAGE
I//�/�y RISER BA51N
I i V i I; ' (I
PROP. WATERLINE—w—w—w—
/
'1\\< TEMP. DNERSION B ¢
I 't I
PROP. SANITARY sEWER —ss—ss—
4.�
,. I I I
PROP. CATCH 5A5N
3�. CONSTRUCTION ENTRANCE
PROP. YARD INLET
CHECK DAM
I I l l I
I +l
PROP. dIIGTION Box
e.•
I� I I I !
PROP. HEAD WALL
VELOCITY DI55PATOR
=
PROP. FLARED END SECTION
SILT PENCE
—x x—
PROP. HYDRANT ASSEMBLY
TREE PROTECTION PENCE
I I II
PROP. GATE VALVE N MANKOLE
INLET PROTECTION
II
FRCP. IuOW-OFF ASSEMBLY
~
'
I
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DENUDED AREA L14T5
i �`: I ' I r
I m I
UNIXRGROUND GAS G
foo
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E
UImERGRO" ELECTRIC i �-
SILT BAG INLET PROTECTION
q
I I II
LINDERuoLHD TLIEPIICMe
I � I
II4IUHI PG 36
0' 50• 100 150•
(IN FEET)
1 NCH = 50 FT
RIVER BASIN = WHITE OAK
rUULIU JUW (WIL)IH VARIES)
I
--- �-il
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-0TILITY WARNING
THE..kKDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
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NOTE
ALL CONSTRUCTIONA4L
'WITH CURRENT TOWN O-
NCDOT STANDARD SPEC
C(
III
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Enlarged Storm Drainage
& Grading Plan
Date
May 2, 2019
Scale
1"=50'
Sheet
CS - 8A

LILLIE & EUGENE
TAYLOR
DB 1267, PG 203
KOONCE FORKC RD
USE. VACANT
1
Note: •
NO SLOPES STEEPER THAN 3:1 ARE PROPOSED ON THESE AAN
39.0 LOT 13 STORM DRAINAGE Ns%TE:
152,047SF FOR STORM DRAT GE STRU
l ' •� 3.49 AC (TOTAL) �`
; r% '� ... DESIGN CHART, j�EE SHEET C
I 1 '� •�
�m
Sanwa
iI ;1 42.0 41.
42.0
42.0 \ i
42.0
DI 74
\-PROP '�
-CB73
w
AREA #4A
/ / I 74,670 SF (1.714 AC) TOTAL
59,452 SF (1.365 AC BUA
Allocated within this area
' Fwurtumury to rr et Leteruturt r urtu,
/ 4
/ B/7V; 9%!
�w
w
ROP
/\ CB72
3 `--
8 PRO
CB 71
V & 411.5, PC;
♦ ♦ Point #1 MB 6, PG 36
♦ Limits of Contributory area `�"IC SME
o' so' 100' 150'
` (33.37 Acres) ROP. PERMANENT
(IN FEET)
` CLEAN WATER ' INCH _ 50 Fr
♦ ` DIVERSION SWALE RIVER BASIN = WHITE OAK
MOWS ftoftDENUDED AREA: 26.54 ACRES
�mr)4 �)) ) )) NO STOCKPILE LOCATIONS ON SITE
am wwaw mum ft..
39.8
\ 39.6 TRACT `-3 (NO CHANGE)
\ OND CONTRIBUTORY / } \
AREA (TYP)\Z7
1\1 / / / \ \ SYLVESTER FARM
-
f I \ INVESTMENPS; ,LLC }9
DB 4223, PG 195_
R/CHLANDS HWY -'
` USE- VACANT \\
ON -
A M� NVE , TS, v � � Z �D. C 2 i v
G 16\\ `�
.4
\
\3 .
90
n_
\
/ 38.6 ` \
/ \\ TI T S 44, \ t w w w FLA%ED,4E.RaJNF
O Y \w �. I \ l w l w w FNA�;TVWERE FWELD L(9C.ATE0
MATRIX EA,%T, PLLrp w
3 X MH 6 \ w w IV w w w -4X
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ll IIy /'/ ,. PRO MH7 HDPE 4 FES3y w w w w w w w w
' E
_
FES 70 --w W _.
a
PROP VELOCITY - / W -�� -_
PROPOSED DISSIPATOR ROP EX � - _ Q w = -1 �
I ► I , ; _- - - - - NP 29.10 / _„ M w
11 I► / I LOT 12 MH 1A / CB 2 3 `' I „- -"--w-�- - - \ i -- _
I I I t \ 54, 934.03 SF 10' MIN WIDT ROP / 8 ` w _ _ CB 5 - _ _ I + - _- _ _ _ _ _.. _.. = _ _
?AL CREDIT ' I I° 12" DEEP CLASS A _ /J _ _ �„ _
j ,
w
�€ 1.261 AC (TOTAL) / w „
G
a A
_ 18' Fi
II /I /� RIP -RAP SPILLWAY FES 1 -_ w-w-
ON 11 II II --- w w_ w_w V w 1-.0a73-AC E.CL,, EASEMENT W/GEC-TDCTILE FABRIC - ROP VELOCITY '' / /' _mow - W X ( CB $ '
11 ELEV 29.50 DISSIPATOR / _ " - _ - - - _�. 1
PG 909 It , „- CB 1 _w ---w-
w�
/,
FORKC RD I I I I I ii i X -L-- _ - - --w-
_
3
)IT UNION II h' ~ �4 PRO CBso Bs1 I OPOSEDUB LDRIVE i _ _ ,
l ROP
c LIC R/W ---�
5TORMWATER 0 _.-.__.__-.--- CB 12 - _
►I I! l l , - - -.- IMPOUNDMENT , / ' I a L /' C EX
11 11 / co o-� ' I ( o- 1 / B 13 CB 14 f�
i1 NP 29.10 .
a� '� I i' '�� `�
QUL
w l IMPACTED INTER ITTAD�T / EX I I
li Z I/ CONTROL POINT _ - - %i/ / PROPOSED I > ' % CB 15
o STREAM (P,,ermit # SAW-201-021'32)
If N=417,306.9718', �' 46SED // LOT 110 I I - _ _ _ `
h
E=2 435,289.5595 / I - - ? - - - z
/ _ _.'i / �OT 11 45, 608.2$ SF
11 A n ELEV.=33.65' �; /
/ // 4 r 45, 608.28 SF / 1.047 AC V / PROPOSED
1' 047 AC FGE = f3 0 LOT 9 I i
/ W , PHASE 1 ! I I
% I/ ITCH #4 _ ...;¢- -. R SER 41 \ ! \ "' : �, 59971.90 SF f q ' / Z
/ \ \ q, O i 1.377 AC / 1 / i£
FGE = f39.0 N APPRQQED I"- I-,/ / PHASE 1
, Lo'T8 w,
\t OND CONTRIBUTORY 47,6P8.67 SF
/ _ \ ITCH #3 W w 1.093 AC W
r'
AREA (TYP) / f = / /' / APPROVED
�\\'`,;4 - ro p 'a \ t \ t DITCH 2 / / AGE f39fi' /J/ f/ ///LOT7 // o
I I
# r s #, f 59,882.13 SF �
-low-
� - ` »r \1 INV OUT 33.201.375 AC {-
W/VEL -
•. _ -- _.._ ` ROP - - - \ \ _ VELOCITY DISSIPATOR i / / % f^I -
== ----_-_- -- -_ - MonBEGI ' / /' FGE
4
_.._ FES 40 _ _ - - - - - - - _- - - _.._-- -- \
- - -
- ROP �
-. '- - - --- --- -- ------ - - --- _ - - CB = PACT r i
-
o" 1 -.. I ,.,1 ITCH #1 -
-
30" Jim
Saw
--- - -- - -- - - ANSI ]am -
_
P R P R
N► = __- -- -- =- --' - --PRO - �___..__'- _ - _ -- -- = _ `..
PRO _ _ _ FES am tax an
ROP �m - _ - E -
-
- - FES 50 - - - - - - _ _ ---- -- -__ FES 62 -- _ - PRO
- _-------- - CB52
-
W-M
_ _ _
.� -- -- - - - - -- B31 c
RCP - -- - - - -- - - - - - - - - - _ ._._ PRO 24C
- _
� - - - RCP - - - 24"
_ --
- PRO
-
-�� 1 -�s_ _ _- _ _.. " _ ------ - -- - _ _ - _ - - - - - % r - - - i - - _ - \ S 30 / RCP
_ -- - -__- ---- _�_�__- -- _ ----_ ES60 -- --_--__ -_-- - ---
F
-- PRO P 1
- -
now,
MH 61
_
---
w
Sanwa
24" --------------- ---- - _
"I _ - --�- RCP --___ - - -- _
-- I _
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- -
- PROP/_ s
G6111111111111 now _ - LIMITS OF----
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- _ � � Sanwa,I�-------=-
--- _ -
T r Maw1
anawn ___- EX. CB-10AND P-1 ,..,1
j I 1 1 P�2-S8/ C _ _ --- ________- _ _ - - _ _ _ TO BE REMOVED.
jI i i i LEGEND H�'`IRIES) _ FES ----------------------------
RRIGHT
__ _- -_ -- -_ --- -- __ _- P
C L CENTERLINE
O I i f EP = EDGE OF PAVEMENT -
I =- UTILITY WARNING - LEGEND
EG EDGE of GRAVEL
1 CONTROL POINT 1
C/G = CURB AND GUTTER THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED rL SANTARY 5EM-u-ss-55- N=418,325.9013' '; o \��e_ 35 ��
TP TELEPHONE PEDISTAL I FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. M 5T�, DRAINAGE -------- y ('
1 , 1-------- E=2,435,441.6064 \ ` >s i 11.
1 1 1 I TB = TELEPHONE BOX THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
i FOCM = FIBER OPTIC UwLE MARKER Ex WATERIlff �-�- ELEV =36.57
I ; i DI = DROP INLET RICHLANDS PRIMARY SCHOOL I
CB = CATCH BASIN =SIGN ONSLOW COUNTY BOARD
I ,
1I0OL , �� ; I S -o- = SIGN OF EDUCATION
ERWD = EXISTING RIGHT-OF-WAY DISK DB 3603, PG 658 I I
EIS = EXISTING IRON STAKE 7444 RICHLANDS HWY
WM = WATER METER USE.- SCHOOL
WV = WATER VALVE I
' FH = FIRE HYDRANT
MH = MANHOLE
CO = CLEAN -OUT
SM = SEWER MARKER I
MP = METAL PIPE
RCP = REINFORCED CONCRETE PIPE
CUP = CORRUGATED METAL PIPE I
MH 71A
r' r i
LIMITS OF -
DISTURBANCE
w`
w`
W
)RE & PIPE
3 THIS SET.
AREA #4B
15 6,029 SF (3.58 AC) TOTAL
52, 933 SF (1.215 AC BUA
Allocated within this area
�ontributory to Wet Detention Pon
EX
CB3\
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
N THE AREA, EITHER IN SERVICE OR ABANDONED. THE EL 5AWARY SEM MAH,aE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE MArrroLE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT E:L CATCH BASH
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
NFORMATION AVAILABLE. THE SURVEYOR HAS NOT PROP. STORM DRAINAGE
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. MOP.INATERUNE
PROP. SANITARY SEINER -w-=s-
PROP. CATCH BASH
PROP. YARD INLET
PROP. a.NCTION BOX
PROP. HEAD WALL
PROP. rLARW END SECTION
PROP HYDRANT ASSEMLY
FES = FLARRED END SECTION-0
\ INV. _ lN''yERT PROP. GATE VALVE INNH MANHOLE
e
PVC = PVC PIPE Contact the Carolina nte
North One Call Cer °��° COIN-°►� ASSEMBLY'
TOC = TOP OF CURB I
E = aFCTR/CAL LINE prior to doing any digging. (1-800-632-4949) L DMGROLND GAS
\ \ T = T)RAFFIC SIGNAL LINE
utcRcxourm ELECTRG
P= PIPE
GW = GUY WIRE LO°`�01ND TELEPMONE
PP = POWER POLE
R = RAMP
N/F = NOW OR FORMERLY
I� Irl
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
I
DETAILS. l�
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING �� I
UTILITIES. °
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE. i I
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS. III I V 1
I I� it
Ii Ili �I
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
�,�H CA/J0�����i
�OQ.bFfc8sj�7i,9
SISAL
yj 0-0
(�
9
�' J. MCC �•
Revisions
12/11/2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/30/2020 Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020 Revise per ONWASA 2nd
review comments
05/04/2020 Add check dams to clean
water swale, increase disturbed area to
include clean water swale.
07/22/2020 Revise plan per NCDEQ
comments.
05/05/2021 Minor Modification to
Stormwater Plans including SCM
contributory area and Off -site Area #4
divided into #4A & #4B and SF change.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Phase 2
Sylvester Development
Hwy 24 - Richlands NC
Enlarged Storm Drainage
& Grading Plan
Date
October 14, 2019
Scale
1 it = 50'
Sheet
CS - 8B

MAXIMUM PAYMENT WIDTH
SAW CUT
EXISTING ASPHALT
2' MIN. OR MATCH EXISTING
S9.5 SURFACE COURSE �.
MIN. 8' COMPACTED :: I III ABC AGGREGATE HOSE IF^
6' ..::.... •: III- ( 36' MIN.
'COMPACTED BACKFIUL' -III
VARIES J
IIH-
PIPE WIDTH
NOTES:
1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT.
THE PROPOSED SUB
2. THE TRENCH PROPOSED
MATE
RIAL SHALL BE BACKFlLLED WITH DRY SOIL OR ABC
STONE TO THE BOTTOM OF
. THE BACKFILL SHALL BE PLACED AND COMPACTED
TIED IN ACCORDANCE WITH THE
PROJECT SPEGFCATIONS.
3. WITHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE
WITH NCDOT STANDARDS.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 2" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A
SMOOTH LEVEL PATCH.
USE PATH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revision
SCATS D@FAILO
M-5 STANDARD PAVEMENT Not ToSlak WS AP
CUT AND PATCH DETAILS I 6'� >1 `1
APPROVED METHOD FOR
EXTENSION OF VALVE BOX
SIDEWALK NOTES -
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4' THICK TYPICAL. WHERE EXISTING CONDITIONS
E
ARE DIFFERENT MATCH EXISTING SIDEWALK,
9
5 y
PLACE A GROOVE JOINT V DEEP WITH 16' RA➢II
{sv^J
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE W EXPANSION JOINT WILL BE REQUIRE➢ AT 50' INTERVALS.
A M' EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK
JOINS A RIGID STRUCTURE,
N
m
9
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l+/Il
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SEALER
CcccC
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16' JOINT WIDTH Ilo-
FILLER
T = SIDEWALK THICKNESS
SIDEWALK EXPANSION JOINT DETAIL
NOT TO SCALE
Mrl
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N
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CONCRETE
SIDEWALK W EXPANS113N JOINT
VIDTH
4 LlA2H 6 GUTTER EXISTING
PAVEMENT
1=III=111_I 11=III=III- - .:. '.:. ;' :' ' :......,.., . ••:.':
1.
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CURB AND GUTTER W/SIDEWALK
1-1
9.
IA9
NOT TO SCALE
NOTE: CONCRETE VALVE COLLAR
REQUIRED ON ALL VALVES.
COVER
E o Q
q ' ATER 2'
'4
DOMESTIC
CASTING
COVER
VALVE
BOX
TAMPED-'. '
BACKFILL; .
STANDARD VALVE BOX
BOTTOM SECTION
ALV
WATER o 0
MAIN
TAMPED /
BACKFILL
CONCRETE
SUPPORT
NOTE:
VALVE BOX SHALL BE PE:? 0)NWASA'S SPECIFICATIONS
s ow Water & Sewer Authority
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAI Slatest revision"
ICAM=M%
VALVE BOX IT*gc �[AQ a
xaTb9de wS VB
MM
INSTALLATION "�°6'� e I
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m wm �4ZJLL'�Q O
rcBm��aD.o� �
W0�'�'rcac�Aw�a` �
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ILL
-
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I
x 0'i
�zdo
oNov
r
ns ow Water & Sewer
Authority
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revision'
THRUST BLOCKING
No b
'"S'»
allI
BH VISIIXIT DAIS:
MID.2D16
3 a 4
CURB AND GUTTER NOTES,
CONSTRUCT CURB AND GUTTER 2' - 6' TYPICAL. WHERE EXISTING
CON➢ITIONS ARE DIFFERENT MATCH EXISTING CURB AND GUTTER,
PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
JOINT SPACING MAY BE ALTERED IF REQUIRED BY ENGINEER,
CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS,
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1 16' DEEP,
FILL ALL CONSTRUCTION JOINTS WITH JOINT FILLER AND SEALER.
SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO
ALL RIGID OBJECTS,
HINT 1/8' RAIL.
SEALER SURFACE OF
GUTTER I
l2'
U6' JOINT WIDTH--�II�- JmNT °
F0"T
CURB AND GUTTER EXPANSION JOINT DETAIL
NaI To SCALE
1/2' RAIL 6' 2'
�]j- 3' RAD,
T
Li
12'
I 7.
2'-6" CURB AND GUTTER
NOT M SCALE
STANDARD CONCRETE VALVE COLLAR
(IF NOT IN ASPHALT)
(IF IN ASPHALT, VALVE BOX TO
MATCH ASPHALT GRADE)
FINISHED GRADE
I 1"
: TAMPED
CAST IRON VALVE BOX
o BACKFILL
1) U \
CAST IRON GATE VALVE
STANDARD MJ GLANDS
NOTE:RESTRAINT GLANDS
MAY BE USED AS OPTION
IF NEEDED
TAMPED �..
BACKFILL
CONCRETE
SUPPORT
ONWASASC
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revision"
SCAtToTS
DBTAD.#
INLINE VALVE DETAIL
NaSIONDle
wU of
8EVL410N OATH:
sID38C 4:
May, 2016
1 a I
MIN.
RANCE
REINFORCING REQUIREMENTS
IA. PPE REBAR SIZE "X" BAR LENGTH 'X" BAR WEIGHT "Y BAR LENGTH I Y BAR WEIGHTI NO. REOUINED
B" - 3W #5 T-2-+ O.D. PIPE 1.043 LBS/FT V_1" 1.1 LBS. EACH X-24, Y-12
48' &gre0ls {6 3'-0"+ O.D. PIPE 1.502 lB5/FT 1.9 LBS. EACH X-24, Y-12
THRUST COLLAR AND THRUST SCHEDULE
2"
48' R ¢eater
V-a'
1'-9"
6'
NOTES-
1.
CONCRETE SHALL BE ' O P51 AND TRANSIT MIXED.
2. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHAM BE THE MINIMUM WIDTH
AS SHOWN ON STANDARD EMBEDMENT DETAIL
4. BACKFILL ON
IN 6' LIFTS PER STANDARD EMBEDMENT DETAIL
WUSE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS wd DETAILS, latest reviskv
ON A THRUST BLOCKING NaTScelo
ItHVISIONDA'ID:
Map, 2016 4 a
R/W
1.0' 1
5'
3.5'
(TYP•)
(TYP.)
(TYP•)
�I
SIDEWALK
GRASS
STRIP
3:1 MAXIMUM
0.02
SLOPE ('TYPICAL)
C�
MINIMUM PAVEMENT DESIGN
3' S9.5 B
4' 119.0 B
10" A.B.C.
60' RIGHT OF WAY
41 ' ROADWAY ;FCTION
12' 12' 72' 2.5'
0.02
TURN LANE
0.02
60' RIGHT OF WAY
41 ' ROADWAY SECTION
SECTION VIEW
R/W
9.5'
ROADSIDE
0.02
SEE DETAIL FOR CURB &
GUTTER (TYPICAL)
NO
1. NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE REQUIRED TO HAVE SUPERELEVATION.
2. PAVEMENT DESIGN SHALL BE REQUIRED AND APPROVED BY NCDOT (FOR NCDOT ROADS) AND/OR TOWN OF RICHLANDS
PRIOR TO PLACEMENT OF ANY BASE MATERIAL.
3. PAVEMENT DESIGN SHALL BE AS SHOWN OR AS DESIGNED BY GEOTECHNICAL ENGINEER, WHICHEVER IS GREATER.
STANDARD 3-LANE SECTION
�P
EQUAL
'L'
X190,
1 SEE NOTE i
EQUAL
SEE NOTE I
4T • 4
v a
TT*i' F
FOR ALL BEND FITTINGS
-� WIDEN TRENCH TO ACCOMMODATE
ANCHOR IF REQUIRED
TRENCH WIDTH
I I
I 1 I
-
EQUAL
a
EQUAL
I
....'..y', "•'�
I
EQUAL
4 •.-
[.
EQUAL
I
UNDISTURBED
T, EARTH
42'
1.. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST
UNDISTURBED EARTH.
2. ALL FITTINGS SHALL BE WRAPPED IN POLYETHYLENE TO PREVENT CONCRETE FROM CONTACTING
FITTINGS, BOLTS, OR ENDS OF MECHANICAL JOINT BENDS.
3. CONCRETE TO BE MINIMUM 3.000 PSI 0 28 DAYS.
4. WHEN SACKRETE IS TO BE USED, IT SHALL BE PROPERLY MIXED PER MANUFACTURER SPECIFICATIONS.
5. FOR REWIRED DIMENSIONS, SEE WS-TI32
s ow Water & Sewer Authority
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS. latest revision"
W
tTsa
N°`T°ai°
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ws_TB'
THRUST BLOCKING
ItBV1910NDAM-
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Map, 2016
1 a 4
rAVEMENT
SHOULDER OR RR TRACK
5' BEYOND
TOE OF
SLOPE OR
EDGE OF
PAVEMENT z z
r
STEEL PIPE
CASING
-MASONRY ENCLOSURE
AT EACH END
TYPICAL PIPE CROSSING
ENCASEMENTS SHALL EXTEND
FROM DITCH LINE TO DITCH
LINE IN CUT SECTIONS, FIVE
(5) FEET BEYOND THE TOE OF
SLOPES IN FILL SECTIONS, AND
TEN (10) FEET BEYOND EDGE
OF PAVEMENT IN SECTIONS
WITH NO DITCH OR FILL AREA.
DITCH
END SEAL
RESTRAINED-3
JOINT DUCTILE
IRON CARRIER
PIPE
NOTES:
1. STEEL ENCASEMENT PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE
-ROJECT SPECIFICATIONS.
2. ARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH
WITHIN THE CASING BY USING SPACERS OR "SPIDER" STEEL SUPPORTS AT A
MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE).
OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER.
_ _
I`' �,�, AA
Onslow Water & Sewer Authority
USE WITH "ONWASA MAM.AL OF SPECFICATONS, STANDARDS and DETAR-S, latest revision"
DRY BORE AND JACK
'�'$
NalroSob
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-
PIPE' ENCASEMENT
'�°
1;
ISOMETRIC VIEW
B W SDEWAtIr 3'R 6. A VT(S.-O. STDUTILITY STRIP
4' N 4' LANDING DROP CURB Gat
(STD. 2'-e' CURB Gab 0.02 (NORM.)
11I ., ° .. T CUTTER SFDWT/ DOMES .04
,,.
\ X 4'-0' MIN.
SECTION 8-B
SIDEWALK 5'- ' MIN,
A ELEVATION �CIIRB ANN, rNra6
IRANSIION DROP TRANSITION TOP or CURB
CURB
CUTTER
VARIABLE SLOPE Nar 70 EXCEED f0:f DETECTABLE WARNING DOMES
, P �, 6 VA 1 SECTION A -A
W A W+A+9" X B
r
a.
AV 4'
0 0 0 0 0 0 aSASE DIAMETER
f�taAlNSIpN dOIIN!
TO
1.40 OYRGIIJPORIION OF ONE OR BOhI RAMPS
0 a MAY EXTEND OUTSIDE THE RETURNDI OF NO LESS
a Oa OO OO O TOP 5OX TO BASE O MORE
ETHAN
MR 0014NsOM
Oa Oa Oa O Oa g�
,� X ,�
0.D�
B -
DISTANCE
B - TO SACK FROM OF 12- EDGE Of SN1Ei1'ALI(
TO SACK MINTLK OF SLOPE 1.�iY iY •:•;!:
P R REDO
• BACK OF SIDEWALK DROP REUNAlED FAR ALL r .r
-• '�•• :'. •. •'�: •.
'
IDE
SDEWALK SLOPES.
" OmGT REQUIRED Fop DETECTABLE• WARNING DOMES
�
4' X 4' CLEAR SPACE
I
l PAY UMITS FM CURB RAMP
� WITHIN
L&V&
I. DETECTABLE MMRNMG DOMES MIL! COVER 2'-0' LENGTH AND FULL WIDTH OF THE
PLAN VIEW
SEE NOTES
MP
RAFLOOR SHOW AS SHOON THE DUAIL&
2 LIFTELTABLE WARNING DOAES M7.L CONIR,tSI N6SIUIY MTM MDKWAC SURFACE;
DNA. RAAPS
EITHER LMHT-ON-DAW OR D W-ON-LGT SEQUENCE COVERING THE ENTIRE RALLP.
(4-FT F B" WIDTH)
CURB RAMPS - PROPOSED CURB & GUTTER
TEST PRESSURE = 150 PSI
PIPE
SIZE
TYPE
FITTING
DIMENSIONS OFT)
VOLUME
CONCRETE
CU YD.
.L.
.H.
,T.
11 1/4•
---
--
-
---
Kq
221/2'
LOD
lW
LSO
0,16
INCHES
43'
LOBLm
L50
0.06
90•
LOO
LA
130
0.09
TEE
Lm
lA0
ZOO
0.07
111/4'
1.00
1DO
Z50
0.09
4
22 1/2•
1.00
1A0
Z50
0.09
INCHES
45•
LDO
I LW
P50
1 0.09
90•
L50
1,50
2.50
O35
TEE
I'm
I.30
Zoo
0.12
It 1/4•
1.50
1So
Z50
0.15
6
22 1!2•
L50
1,50
2.50
0.15
INCHES
45•
L50
1.50
2.50
0,15
9D•
2,m
EDO
MAD
Dee
TEE
2W
1,00
P50
om
111/4'
2.00
290
Z50
0.23
B
22 Ile
2W
2.00Z51
0.23
INCHES
1.
2100
2.00
273
Qa
90'
3W
240
300
0.39
TEE
3W
2A0
Z50
0.32
111/4'
2.00
2100
3.00
aee
12
22 Ile2A0
2A0
300
0.28
INCHES
43'
3W
2S0
300
a4]
90'
4.50
3A0
350
0.94
TEE
4.50
MO
300
OM
ll 1/4'
2W
2AO
300
0.28
3010
2W
300
M39
INCHES
45•
4W
3W
350
0.84
90•
6,50
&50
35D
1.54
TEE
6.5E
3S0
a00
L32
TEST PRESSURE = 200 PSI
PIPE
SIZE
TYPE
FITTING
DIMENSIONS (FT)
VOLUME
CONCRETE
C U. Y0.
'L'
'H'
•T•
111/4'
1.00
LIDO
LDO
0.04
Xq
22 L/2'
Lm
L00
LSO
OA6
INCHES
45•
1W
L00
L50
0.06
90•
1.50
1S0
2.50
035
TEE
1,50
130
2100
M12
U 1/4•
IAO
LOD
250
009
q
22 Ilel.m
LOG
2.50
0,09
INCHES
45•
1.50
1S0
2.50
Dan
90,
1.50
1130
am
0115
TEE
1.50
1.50
2W
04E
1f L4'
1.50
150
2.50
045
6
22 l/2'
1.50
1S0
2.30
017
INCHES
4S
L50
1150
2150
015
90•
2.50
ZOO
300
0,33
TEE
2.90
POO
2.50
0.28
111/4•
21"
Z00
2.50
023
Is
22 I/2•
240
2W
2.50
0.23
QIClES
45-
Z00
Z00-
Z75
023
90•
4W
--200
3AO
OSD
TEE
4A0
Z00
2.50
0,42
H 1/4•
2.00
Z00
3100
028
12
22 I/e•
340
2.00
3100
0939
INCHES
45•
4A0
2,50
3.00
0.61
9P
we
3110
350
113
TEE
5S0
300
3A0
197
D 1/4•
2.00
Z00
3,00
0.29
16
22 We
4W
2W
3W
GM
INCHES
45'
3.50
300
3.50
LU
90•
7-
4W
3S0
-M
TEE
750
4W
3W
1.72
CHART NOTES:
1. IF BLOCKING EXCAVATION IS IN LIGHTLY COMPACTED FILL AREA$ OR IN AREAS WHERE BOULDERS OR STUMPS HAVE
BEEN REMOVED, BLOCKING SIZE MUST BE RE -SIZED FOR THE SPECIFIC LOCATION/CIRCUMSTANCE BY A NC LICENSED
PROFESSIONAL ENGINEER.
2. BLOCKING SIZES SHOWN IN THETABLES ASSUME THE FOLLOWING.
SE
a. BLOCKING IS CONSTRUCTED IN RESIDUAL SOILS AS SHOWN N DETAIL
b. SOIL BEARING PRESSURE - 2000 PSF
C.VELOCITY OF FLOW - 15 FPS
3. THIS DETAIL NOT APPUCAME TO REDUCING BENDS.
4. NEITHER THE WEIGHT OF THE CONCRETE BLOCKING NOR FRICTION BETWEEN CONCRETE BLOCKING AND SOIL WAS ADDED
INTO BLOCKING SIZES COMPUTATION. THEREFORE, BLOCKING SIZE IS CONSERVATIVE
ns ow Water & Sewer Authonty
USE PATH "ONWASA MANUAL OF SPECIFICATIONS STANDARDS and DETAILS, lutes: revsion'
W AWAIa
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THRUST BLOCKING
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USE WITH "ONWASA MANUAL OF SPECIRCATCNS, STANDARDS and DETAILS. latest revision"
CULVERT CROSSING
TiM'T `X1a
COLIC
GREATER THAN 72"
OF COVER
' °6
1 a I
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/16/2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
04/24/2020
Revise
per ONWASA 2nd
review comments
07/22/2020
Revise
plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Site &
Utility Details
Date
October 14, 2019
Scale
As Shown
Sheet
C IS - 10

T( Tut l Lep"8091way
Invert, l } I
TriatSide Slope Ratio Z 1
xu ..... .
Trial Depth (ft) (2 to 13 feet above grade);
Bottom Width (t)
,Bottom Length O
Bottom Area ft2)
,tj, �y} i{ � j { gyp .p.
A 04ua '>,II t�ItlEi)e (ft)
�
w . _."__
.,
. � _ __�
Okay X K
Dralna Area Ott)
U RequifedVolume }
1 Required Surface Area (ft)
Suggested Wititht ft)
7 Suggested Lelqth#t)
S Trial Top WidK � ft' tlFt (f€)
Trial'.^Jeer Le
Sl(immerSize ;inches;
o d ca.
(fee,
1•'1 n Slc,ter (.
3rifice Size 4 inch Ocrer e )
3
a fevratering ` . ,e (days)
Required 3 .c adaW
se a
• �
r
s e s � a' n', m'
e' k r �.
• # eat
Provided
ern
00"On$
weir
Skimmer
Skimmer-
Required
_....
Long l
........
fltam tt
.....
OrificeVolume
_.-.M
Volume
I
-
1
,60
2
�
20
323 54
�f122 40
__ .
tl��1:
�> " ..1a"�Sl1
Sizing.
NPRES ARAM= STAR1117ATIRM RNART
il
1) Ground Stabilization ttt1 `
Site area
Stabilization
Stabilization Time
Description
Time Frame
Fratne Exceptions
• Perimeter dikes,
swales, ditches
7 days
Novae
and slopes
• High Quality
Water (HQW)
7 days
Notes:
Zones
if slopes are 10' or
• Slopes steepe£
7 days
less to length and the
than 3;:1
not steeper thtra'< 2: 1,
14 days are allowed,
• Shapes 3_I orp
7-days for sits es
flatter
14 days
greater than 50 feet
rn length
• All other areas
Nolte
(except for
with slopes flatter er
14 days
perimeters and
than 4:1
H W Zones
"Extensions of time may be approved by the pertnittingauthority
based on weather or Other Sett' -specific conditions thattfrlake compliance
impracticable." (Section 11.13(2)(b))
MAINTENANCE SPECIFICATIONS FOR
EROSION CONTROL DEVICES
Gravel Inlet Protection
Inspect the barrier at least weekly and after each significant (1/2 inch or greater)
rainfall and make repairs as needed.
Remove sediment as necessary to provide adequate storage volume for
subsequent rains.
When the contributing drainage area has been adequately stabilized, remove
all materials and any unstable soil, and either salvage or dispose of it properly.
Bring the disturbed area to proper grade, then smooth and compact it.
Appropriately stabilize all bare areas around the inlet.
Silt Fence
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been properly stabilized.
Construction Entrance
Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with 2-
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
Skimmer Basra
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or
greater) rainfall event and repair immediately. Remove sediment and restore the basin to its
original dimensions when sediment accumulates to one-half the height of the first baffle.
Pull the skimmer to one side so that the sediment underneath it can be excavated. Excavate
the sediment from the entire basin, not just around the skimmer or the first cell. Make sure
vegetation growing in the bottom of the basin does not hold down the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath
or around them.
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the
rope will make the skimmer bob up and down and dislodge the debris and restore flow. If
this does not work, pull the skimmer over to the side of the basin and remove the debris.
Also check the orifice inside the skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction
cleared with a plumber's snake or by flushing with water. Be sure and replace the orifice
before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that
spans the full width of the spillway. Check the embankment, spillways, and outlet for
erosion damage, and inspect the embankment for piping and settlement. Make all necessary
repairs immediately. Remove all trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special precautions should be
taken in gthe winter to prevent the skimmer from plugging with ice.
Porous Baffles
Inspect baffles at least once a week and after each rainfall. Make any required repairs
immediately.
Be sure to maintain access to the baffles. Should the fabric of a baffle collapse, tear,
decompose, or become ineffective, replace it promptly.
Remove sediment deposits when it reaches half full to provide adequate storage volume for
the next rain and to reduce pressure on the baffles. Take care to avoid damaging the baffles
during cleanout. Sediment depth should never exceed half the designed storage depth.
After the contributing drainage area has been properly stabilized, remove all baffle materials
and unstable sediment deposits, bring the area to grade, and stabilize it.
Silt Fence
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRC
2. d = 1.5 TIMES THE MAXIMUM STON- _
:_TER BU'i- NOT
LESS THAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEN -
APRON UP THE
CHANNEL BANKS TO AN ELEVATION CW
(INCHES) ABOVE
THE MAXIMUM TAILWATER DEPTH OR
1E TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC _--;iiLD
BE
INSTALLED BETWEEN THE RIPRAP AND
JIL FOUNDATION.
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
PROP. EXCELSIOR LINED
GRASSED rRAPEZ01a4t SWALE
4' BOTTOM 2.1 SIDE SLOPES.
FOR LINER SEE DETAIL THiS SHEET
. r t. cwcnNG GROUND
F .
IMA
loom
r, l'
SWALE
LINER (TYP)
TYPICAL CLEAN WATER DIVERSION SWALE (TYP.
SCALE. _ 3'
tss,r,sr ua�d
Skimmer Basin
Construction 1. Clear, grub, and strip the area under the embankment of all vegetation and
Specifications rant mat. Remove all surface soil containing high amounts of organic matter
and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area. Place temporary sediment control measures below
basin as needed
2. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it. Over fill the embankment
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the mud by excavating a shallow pit under the skimmer or
providing a low support under the skimmer of stone or timber.
4. Place the barrel (typically 4-hnch Schedule 40 PVC pipe) on a firm, smooth
foundation of impervious soil. Do net use pervious material such as sand,
gravel, or crushed stone as backfill around the pipe. Place the fill material
around the pipe spillway in 4-inch layers and compact it under and around
the pipe to at least the same density as the adjacent embankment. Care must
be taken not to raise the pipe from the firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet of compactedbackfill over the pipe spillway
before crossing itwith construction equipment. In no case should the pipe
conduit be installed by cutting a trench through the damn after the embankment
is complete.
5. Assemble the skimmer following the manufacturers instructions, or as
designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the flexilnl e joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sue to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillways--lastall the spillway in undisturbed soil to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined, with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top of the dam for anchoring
in a trench. The edges may be secured with 8-inch staples or pins. The fabric
must be longenough to extend gh down the slope rand exit onto stable ground -
The width of the fabric mist be one piece, not joined or spliced: otherwise
water can et under the fabric If e g the length of the fabric is insufficient for Ltne
entire length of the spillway, multiple sections, spanning the complete width,
may be used The upper section(s) shored overlap the lower section(s) so
that water cannot flow under the fabric. Secure the upper edge and sides
of the fabric in a hernch with staples or pins. (Adapted from "A Manual for
Designing, Installing and Maintaining Skimmer Sediment Basins." February,
1999. J. W. Fairclotb & Son.).
8. lnletsDischarge water into the basin in a mamner to prevent erosion Use
temporary slope drains or diversions with outletprotection to divert sediment -
laden water to the upper end of the pool area to improve lain hap efficiency -
(References: Rurwff Contmi Measures and Outlet Protection).
9. Erosion control -Construct the structure so that the disturbed area is
minimized ➢ivertsurface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
embankment and all other disturbed areas above the crest of the principal
spillway immediately after construction (References: Surface Stabilization).
10. Install porous batRes as specified nn Practice 6.65, Pmnus Bales.
11. After all the sediment -producing areas have been permanently stabilized;
remove the structure and all the unstable sediment. Smooth the aces to
blend with the adjoining areas and stabilize properly (References: Surface
Stabilization).
Porous Baffle Construction Specification
Construction L Grade the basin so that the bottom is level front to back and side to side.
Specification 2- Install posts or saw horses across the width of the sediment trap (Practice
6.62, Sediment Fence).
3. Steel posts should be driven to a depth of 24 inches, spaced a maximum
of 4 feet apart, and installed up the sides of the basin as well. The top of the
fabric should be 6 inches higher than the invert of the spillway. Tops of baffles
should be 2 inches lower than the top of the berms.
4. Install at least three rows of baffles between the inlet and outlet discharge
point. Basins less than 20 feet in length may use 2 baffles.
p 8 Y
5. When using posts, add a support wire or rope across the top of the measure
to prevent sagging.
6. Wrap porous material, like jute backed by coir material, over a sawhorse or
the top wire. Hamner rebar into the sawhorse legs for anchoring. The fabric
should have five to ten percent openings in the weave. Attach fabric to a rope
and a support structure with zip ties, wire, or staples.
7. The bottom and sides of the fabric should be anchored in a trench or pinned
with 8-inch erosion control matting staples.
8. Do not splice the fabric, but use a continuous piece across the basin.
Gravel Inlet Protection Construction Specification
Construction L Law one block on each side of the structure on its side in the bottom row
Specifications to allow pool drainage. The foundation should be excavated at least 2 inches
p below the crest of the storm drain Place the bottom row of blocks against
the edge of the storm drain for lateral support anti to avoid washouts when
overflow occurs, Ifneeded, give lateral support to subsequent rows by placing
2 x 4 wood studs ihmugh block openings.
2. Carefully fit hardwarecloth or comparable wire mesh with''/:-incb openings
over all block openings to hold gravel in place.
3. Use clean gravel,'/,- to Va-inch in diameter, placed 2 inches below the top
of the block on a 2:1 slope or ilauer and smooth it to an evert grate. DOT #57
washed stone is recommended.
4. if only stone and gravel are used, keep the slope toward the inlet no steeper
than 3:1. leave a minimum 1-foot wide level stone area between the str,ctrae
and around the inlet to prevent gravel from entering inlet. On the slope toward
the inlet, use stone 3 inches in diameter or larger. On the slope away front
the inlet use K - Y inch gravel (NCWf 057 washed stone) at a minimrun
thickness of I foot.
l
`
16Da81 tMr ND
�Qn® AT lrNr A
MfOAID YAr.
' �•r
!
rAb.
4f
CHANNEL BLANKET END
,e > a
/
OF ROLL OVERLAP
CHANNEL INSTALLMM
METHOD 'A'
NO S LLE
/'®m � ttn0
Itllali1�01
� 6
xavx�uc
'
coda as aar� de as a `C
Q oa
® rd a[M
V trMLL
a cocas s s\
uu �®, r nc.
CHANNEL RZTALLATrON
�� � r na
METHOD 'B'
NO
rsvmwa
r Nwn ff-am
,. aFL=
CO'�pGm 11N 10Dr
�� t
�--1
OC. lOVIY A t.:
��Mlii A ®Q
i
e }-r
CHANNEL TRENCHING
r
METHOD 'A'
No sewE
t]14OIEL 1ERMOM M
CVA11n,ERk*
1 .rd aid:
1 r '
>soev an,s
tI V ruaea
MOM r as
a _z a ut
: v damn r awl sosq
OC- lfM6 A t aI® dlt A mi
: P,
R/4-,
N�_
tsm
FCc2_t
t1RAI �E'L 'F]ICHINO
AMMCAN EXCELSIOR COMPANY SHEEP DESCRIPItON DALE -5/8/17 DRAWN aY�
ARLINGTON, TEXAS AEC PREMIER STRAW® CHANNEL sruE PRQ ECT No. SHEE N0.
APPLICATION DETAIL NONE 7
1 -o"d comprated area$ a6d spry twit #ft0 fhd** dis , oiwwmme
I nr adititam, if atvwlable
- F4i�ip the enttm- ate t*rsirt ttietiq
1 all Inrrse r?t , rtttlts riot otW d b*-,u4tibp, It vtt? :d 17rf
rt stxlably>str o,otb mad urifform
4. agr"ICxJ1hJFalelms ferEililadte.4tin11',Ptrr•ih
'too {t:CE 1Ii77ttgti;r ITtS((i' ,�,
. AttlYuttlllage tldtil a �ntauittlrrad,11, <D7i bltlFiifrtitidb#s
l�aR?l' t� tsnhi
8, r t11[hj atltego it((i
7, �fl Iiniie;i srltg gird tJ§sl#dtr
8. Irz ail s�dedarea$ d t Tale6rfe T%P S orM:6&1k , ,4h l3 #I✓
S. "eCNYM S&EC Eivivira t *640l Ed"mes W
fk!Wtliradm 2ttt3r penrt2nrxit> wed km9tatJlra
mixtuto
[irrtas% � idly`# {'tL'r� �e%Y Its
Fer'tili aer•
1;tlfltllk+saa=49�'--10-10,dtf
suporph4o#late
sm 14 ; k-:2ft. . .
Ulu
2 W`Ol _," itltt. sa t
Andlot
li.l#°rttiatril 1
Site DRch> ,
Date Type
0
Aug
1"qF,TAFe3qvo`
i:',
Nov 1- , .
iwi
ar c
-
Apr 1S.
Apr � . mar
Ib 4i
JW M, 85A"ud6#
,
111 "Taft F*Wjo APO amp
i2,$fb IefB.�a11� F erX �s S:
Aug 15 Millet al
...
Il ea let„ l : 113"0 ,'.
Hybnd 0 ---_
OW19 c-+ 4On1 !0 PCs
For S v,_VNrs. Side Ditches Ski
Doe type
PLtep>fu1)� i �
Mar I- 5 ieea L eSPedaza:Cei#iieflj
Jun d and use the followft
Ibsi-(' tl a-t espedezo',,
combinations:
mar I- Add Tali Fesnue
Apt Is
_T'bstacrre
Mar 1- Or add
Jun 30 nq gave grass
117:11sfacre
Mar 1- 0r add HLdledCorAtoo?'''
lDStaor
Jun 3€:l gdimud
Tatte"'¢tieANO rowo
1:01b
Sept 1Mvwe ssorigivro-so'd ft
14fWd Wht1 I (IIIdt) 9
I"i�btt(tS ...'
ftLE��r?iQY1C[t��E1L��tf�,l'"1tjiYK't' ,).
1?1flll
l-=Ilse/defeaPf�,lG1`#e2
_t1t1"WtO AND "TA[l
1120
ftpTar'=1 Ftle
�rel`ri1l Fiu�)
Nov
I At.l�"Ab
51
fttlaY,
MAr
GDrtsujl �� 1^nvirtatr)TtentaE 1=ng�ftt�a�Ir �� �iIgt ct�te4�(t�tgf�tskr
atl�t9�ttvec �'''Etta'7tiS,tl'f, t:{ {jitrlttil8�'"a`Et'Jr Tat �; y�tc'¢�Ii71T � ±,tt�?tl
dq ~! t�t?��rlid�td'i�cn t>�1�r's�!t�fin� taitrCatlt�It�rr.�r'�;1'�.
1 i At li edaecord'tngt€*lmum s%sM.,f0C#��(l��p� ail
tt 1d tilt ❑ot atksw temporary cover to grow>mttlteth t0la,l%` 9? 'bet1
pI$ibtJ: ttsnvise, fescue may be shaded out.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
``� •(1� CARO
SEAL _
1 1 ( r=
IN
G
J.IJIGGNIV
oyt��d�n
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
04/24/2020 Revise per ONWASA 2nd
review comments
05/04/2020 Rdv1sGl0anV0erNf0EQ
sect[nen ts.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Storm & Erosion Details
Date
October 14, 2019
Scale
As Shown
Sh eet
CS - 13

f
a
Date.
09109/2019
nYxa nn��mnezw'ame,nxaatta-.
�ma n..,.+,... ,ar».sr,3r:ra�;munm;amwaam
' rvv'mmcnysm
mmue
�uo rv� ,_
n.. _ -,.__ _
.. K,n
t^^-• _..--.�.-+s,
..�.<.. .,,_
_.
... ..
HI 2
€
Revised:
0412412020
i
....:• w.,e�a� � o. ,.^^. rr*� oq.�a
�;'�
s......aw.,.a�e. o�.,.-��p..a.mo�F.�o.�9.
,.((S( a.,n«..,.��9,A.,�earom,.:
,...<.m..» ...
,..-
....-'�'---..�._
,+*go-.: �.•-.,-.-
., nr �,,...._.
..� ._ ^�.:_�.-......
.,�_e« ,�
..-.:,_.�a..f...�. ..a
.. ., .-.., ,F.. ., ..
aAla'MegrEvent.)'
r*T iiA TA
(
AREA (eq
ITREAM
.AREA (ac)
O
I
Q(TOT)
Q(IND)
INVERT
DOWNSTRM
INVERT
UPSTRM
WWNSTIREE
UPSTREAM
UPSTREAM _
,DIA, LTH PIPE
S%
�.
TRUQTt#
�aT �
'STR{.IOZT€.lP'a�
�'_
#`ft:
TYPE
TOTAL
JVD
(tTVIHR)
(GES)
{CFS)
STRUCTURE
STRUOTC.dRf
`
RI ER4
31.1:t'
l 1
7�00
R.OP
027
0.10
-4U
0.75
4.10
12.75
32.75
29.Q0
29.10
P ,�s
1%
A'�
24
10,010
ACP
0.50,
4.14
0.13
0_60
4.10
7.78
0.31
31,45
31-60
C852,
36.47
24
4t,00'
0.37
4.01
0.16
&55
4.10
T47
0.36
31.60
31.75
EEC'
NIA
Z4
4P
037
3.85
3.85
0,45
4.10
7.10
7.10
31.75
3190
F
Mll i
iSOL
V,400
RCP
0.47
2.60
4.00
0.55
4.10
5-86
0.0
32,30
32_45
FE
NIA
24
0.42
.,60
160
0.55
4.10
5.86
5.86>
32.45
32.70
4$00
06,
37 0.
15
24A0'
l,�cp
0.83
0.14
14
0.65
4A0
0,36
0.36
32.3p
2.50
E 7,0 ;
71
30,1915'
24
44K711
pPE
0.67
3.4119
103
OA5
4.10
8.48
0.06
29.50
29.80
B 72
Vim,
16
48
�fQPE
0.76
110
B.oq
0.65
4-10
1.76
0.24
30.80
32,20
'.
CB 73
37.456
is,
44.1
HDPE
0.98
0.57
0.17
0.65
4.10
1.52
0A5
32.20
32.60=
`7
7
37 t t3
16•
6
HDPE
QS '
0.40
t2.4ta
O165
4.10
1.07
1.07
32.20
32:50
C0 '1
MR71A
62.21
HDPE
0.96>
3,00
2.50
0.65
4.10
6.66
6.66
29.80
30,40
'
C9 80
3&a0
i :'
1 f 1:87
HDPE
1.07
03 42
0.14
0,65
4.10
1.23
0,37
29.80
31:00
WOO
xat:
4f0.Q
_.
HOPE
1.4&
028
D 28
0.75
4;10
0.86
0.86
31.00
31:60
C. , ,, ,8 IS CATCH BASIN, PEA IS FLaf�Ek Ei?>. NCDOT STD, 110.01,
Notes.
Hfh ..
IS HEADWALL- L NCEGT STL 338.1ta �1��0T1LE tRaty.PIPE
-.
13 I IN iNE G11;� t1�1.151�Q ST£)F�Et?U9
o
1: FlcFlowaut . detention
Pond fra,n 25 year ohmm racrtr calculationss
14DPE TO SESMOTHNRTERi1ORP 120RD,.E.PQ, A..;,b.L;...G1IS'YARD
1"I ET 1SPA�M .#...YA.,Pa*W-ET VAER%t}t
t1
TA�LP TOP OFSL EFCRW,
7--
TOPOP 0408 FOR 'CS.
I
FES 1
INV OUT: 29.00
TOP ELEV 35.00
20' EMERGENCY SPILLWAY 24"�
CLASS 1 RIP -RAP
6" #57 STONE & GEO-TEXTILE
UNDERLINER
ELEV. 32.50
Prop. Velocity Dissipator
(See Calcs)
37.00' 18" RCP 0 0.27%
00 0
�S T "SIZES)
UOI6B�DH$.,,, TO THE NEAREST i/#':
HOST STRUCTURE Ra51DE DIMENSIONS
4
1
LENGTH WALL. THICKNE*1 )
M1DTH
-AS DISTRIBUTED BY CONTECH
CONSTRUCTION PRODUCTS NATIONALLY*
NTDiH A 11 318 110 8 4 122 1 A 1 ff,,3,A`1,W, 7
; "351 ' ' ;.
4-9 154 ..
59 3/ 4. 7 7 7 1 #
DOME D2 07 D4 - '
:,
LN 10.
11 1 13 '14 15 18
1l 318 t8 3 4 22 1 27 x ;., ...
Q E <-
`59- 4-
GME 02 03 04 * .
;. ,
_.1 1a'.- 4 '. 14 1 16 '..
HEmtr 7 1 z 112 7 8
CODE Fl.AYRiiOF"{fR)'
75-7/8"
-lMD:k
75-7/8"
7-1/2"
1 GR:D 2 GPoD
,
LENGTH W
HEIRiT (C)
HIGH HIGHcounm
-.
cusraral:SpU
t;
„�
e,..�.� m
►:
PROJECP
"• v tam �
J
1.02' FREEBOARD
Contech - Storm -
Rax Flat Trash Rack
See Detail This Sheet
18" RCP
INVERT OUT 29.10
6' AQUATIC SHELF. SEE
PLAN FOR LOCATION &
NOTES THIS SHEET FOR
PLANTING
Located west of NC 24, north of Koonce
Fork Road, on south side of property.
Riser
Concrete Precast
5'X5' Inside Dim.
Top = 31.15
Bottom = 29.10
3" PVC 90' Turn
Down Pipe
INV 29.10
6. 1'
PondNc Ph7Pond
n n an _
t=Eis a M' know, < tT e7l1t are , it dg8 §i1 k ?s1 used.
Sta Store ie Table
ElevAt t11(f!). area tsO} � ..,.>.. $il$,AI torage.(caaft)
1'
181 lei
tot
�w
€M
(Cl
Rise (in)
= **00.
300 0,00
0,001,
L -
#
20,00
9 0a
W
sgaaT (in)-
1 .
3 01 fl(
0.00
1
31,00
0 oa-
°.
No,
zoo
0.00<
1T1vKi_ (k)
•`td9
2Ld 10 &00
p;00
w"1�=
broad
..o,
omgtt1(!tt
0,00 OW
OA10
�
� �
No
NO
N
W00
(1,00,
N Vatue
04
013 i116D
orif. Gout
0 60 0
M,
muffi-lWoe
W14
yes, Hs, <
Ni4
tp v
�.tt)tY>II'1tCAr! aR_,�fl�tk� �P {6+'�)rifAt,r} i8ltis'>3te€ �J�ti,.=
{!_l:�kl' •1�°::
aa
Stage f Storag# } 0)siis Table
Stage 5toraU "jta on
Gty A
civ t3
� Is,Et
Ytr� 1�
wr [!
ifi­
0,M,
'
0,00
coo
a.
j :
2W 31,760
21
:i?
0A30
M. 6U,143
0.0
:,C*
Z
-1,00 .`sr1.
Nr T,'15.f1�'
i FFq
7. 6q0 10.y)4
ry2ryry9�9yty9Y9
0.0
tl:"
{q.-
yi g.'
[k.}w
°t
00;g
,iRxSA•:•'.
.di�i V`
�•••,.
i8.ja..¢:-
dVA'f,.i
pp
ry
30
�
p�.y
.�
^.•-
�.:.
�s
15 aTtr'.
0,11
4
..: .�..
s' %1 219.E
1'0.0,D 237,
1 Q
U,06
8.20
%94
0 L4
c q3
#
) 3a
1tf as.
2.1
t.r.r;�4_
„ .TW
IA M 27+i.
t7 33,00
1 k: a0-
u
_ ik
.
» _
1 .
it'so
t2.00 31"
34,
1&
CRut�'
t;3 00 304>
35,0
i g.2"S
w 0 19$
ads
P 9i1
Sylvester Development
Date:
NC 24
Revised:
Richlands, North Carolina
Drawdown Calculations
SCM (Water Quality)
Volume44 63,845 ft^3 * 1 minute * 1 hour
1 day
discharge from3" =f ce�� 0.23 ft^3/sec 60seconds 60 mirutr_
24 hours
Average flow rate through drawdown pipe was derived from outlet flow
chart on Pond Stage Storage sheet located in storm booklet.
100 Year 33.98
10 Year 32.58
WQv 31.15
N P 29.10
Contech - Storm
Rox Flat Trash Rack
See Detail This Sheet
I as
21' S.d
D.BY
37.00' 18" RCP
® 0.27i
TT
1.5--t
07/22/2020
Drawdown Time
3.21 days
PROP Riser
Concrete Precast
5'X5' Inside Dim.
Top = 31.15
Bottom = 29.10
Prop. 3" SCH 40
PVC Drawdown w/
6" Turndown
Inv 29.10
NORMAL POOL ELEV 29.10
POND
9
OUTLET BOX SECTION
N.T.S.
Forebay Berm
7' Top 30.5
NP 2..9.10
t6
24 43 1 0-011 1 8, 71 12
i%te ft Dx ationdesign per N0,00T
V'elooityadjustedfor less than fullfow pie.
Geote Bile underliner to be P-
laced under rt - ..,,.,._ _.........
p
WM 11: VEGETATION.
the following criteria applyt
a) The dam structure, incl
vegett4t,ed with non -clan
and
b) The vegetated shelf shy
herbwS eous, native ve4i
shelf area.
+egetation in and around the wet
ing front and batik embankment slopet;
ing turf grass; trees and `Bloody shrulbs's
'be planted with,,a minimum of three dive
at'ion at a minim+ m density of 50 plants I
29.68' 36" HDPE 4 0.24%
Main Pool
Forebay
?
=
36" HDPE
23.0 Forebay Berm
24.00
INVERT OUT 29.50
990 6' Spillway
23.00
Prop. Velocity Dissipator
Class A Rip -Rap
(See Calcs)
w/ Geotextile
Underliner
El, 29.50
12" SEDIMENT STORAGE
"
12 SEDIMENT
6" MINIMUM
STORAGE
POND
#1
Section_
N.T.S.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12 16 201 9 Revise widening
/ / ening along HWY 24
per TIA recommendations.
01 31 2020 Re
vise Phase
1 & 2 Storm
Drainage and
Storm Cha
rt.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
04/24/2020 Revise per ONWASA 2nd
review comments
07/22/2020 Revise plan per NCDEQ
comments.
05/05/2021 Minor Modification to
Stormwater Plans including SCM
contributory area and Off -site Area #4
divided into #4A & #413 and SF change.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
SCM Details
Date
October 14, 2019
Scale
As Shown
Sheet
CS - 14

STORM DRAINAGE PIPE CHART
-4
^d
CTnP)V nRA1NAGF PIPE CHART
#
SIZE & TYPE
ELEVATION
N. INV.=41.19'
P-5
18" RCP
S. INV.=37.66'
W. INV.=37.37'
P-6
30" RCP
E INV.=37.00'
W. INV.=37.81'
P-7
18" RCP
E. INV.=37.71 '
N. INV.=37.79'
P-8
15" RCP
S. INV.=35.78'
P-9
15" RCP
W INV.=35.78'
E. INV.=36.10'
P-10
15" RCP
W INV.=35.72'
E. INV.=35.12'
P-11
15" RCP
N.E. INV.=35.10'
S.W. INV.=34.75'
W INV. =31.61 '
P-12
24" RCP
E. INV.=33.53'
W. INV.=33.03'
P-13
6" PVC
E. INV.=34.37'
P-14
24" RCP
W INV.=30.29'
E. INV. =31.91 '
P-15
30 " CMP
N. INV. =28.61 '
S. INV.=28.JO'
P-16
JO" RCP
N. INV.=28.23'
S. INV.=28.19'
P-17
66" CMP
N. INV.=JO.48'
S. INV.=29.35'
P-18
24" RCP
W INV.=27.37'
E INV.=25.84'
P-25
15 " RCP
S. W. INV. = 41.41 '
N.E. INV.=41.32'
N. INV.=43.46'
P-26
15" RCP
S. INV.=41.25'
P-27
15" RCP
W. INV.=43.45'
E. INV.=44.39'
P-28
12" RCP
N. INV. = ?
S. INV. = 43.42'
P-29
24" RCP
W. INV.=?
E. INV.=43.70'
P-30
15" RCP
N.E. INV. = ?
S. W. INV.=44.74'
P-31
12" RCP
S.E. INV.=?
N. W. INV.=43.73'
P-32
15" RCP
S. E. INV.=44.72'
N. W. INV.=34.99'
P-33
15" RCP
S. W. INV.=34.99'
N. E. INV.=35.28'
P-34
15" RCP
N. W INV.=35.34'
S. E. INV.=35.70'
S. INV.=35.49'
P-35
15" RCP
N. INV.=36.63'
W. INV.=30.99'
P-36
8" VCP
E. INV. =32. 17'
P-37
8" VCP
W INV.=32.17'
E. INV.=33.27'
STORM DRAINAGE
STRUCTURE CHART
ELEVATON
CB-5
TOC=45.19'
CB-6
TOC=43.41 '
CB-7
TOC=41.69'
CB-8
TOC=40.32'
01-9
TOP=39.25'
CB-10
TOC=36.79'
D1- I I
TOP=33 63'
CB-23
TOC=4Z74'
JB-24
TOP=4Z90'
DI-25
TOP=46 81 '
DI-26
TOP=4&44'
CB-27
T0C=38.53'
CB-28
TOC=36.89'
UH-29
T0P=36.21 '
LEGEND
R/W =
RIGHT-OF-WAY
C/L =
CENTERLINE
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
=
SIGN
S =
SIGN
ERWO =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WV =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
, 1ylvester Development
02/04/2020
AC 24
06/14/2021
Richlands, _Vorth Caroling
Stormwater Run -Off Point Data
Post -Development Conditions :
Point Impervious Managed Managed
Managed
Wooded
Total(Ac)
# (Read +Lets) (Shoulder) (Grassed)
Field
Pond 11.67 0-00 10.87
0.00
0.00
22.54
Reinanung 2.18 4.21 0.00
1.86
2.58
10.83
=1 Total 13.85 4.21 10.87
1.86
2.58
33.37
Point # CN See spreadsheet this report for CN
caleWation
Pond 70
Remaiuittg 51
33.70 \tin Time of C'oucentratiou sane fc f both pre & post
Note: For these calethtions. k4xrNious area on lots based on 800o.
Post -Development Conditions
Point
1 Year
2 Year
10 year
25 year
50 year
100 -ear
cfs
cfs
(cfs)
(cfs)
cfs)
cfs
Pond
030
2.01
14.86
48.74
78.03
111.53
Re
OS 1
1.79
10.59
19.44
28.12
38.75
Pt 1 Total
0.81
3-80
1 25.45
68.18
106.15
150.28
GRAPMC niLE
U' 1W 200' 300'
1 NCH --�100 Fr
RIVER BASIN = WHITE OAK
Sylvester Development
NC 24
Richlands, North Carolina
SC -NI BUA Area
05/05/2021
Contrib Impervious Impervious
AREA DESCRIPTION Area (sf) Area (sf) %
LOT 2 42152.00 32402 76.87%
LOT 5 37425.00 29863 79.79%
LOT 6 42006.00 33740 80.32%
LOT 7 51495.00 41917 81.40%
;/ I11/ ` i // \ \ i /�_� ,' LOT 8 42794.00 33326 77.88%
LOT 9 53612.00 41980 78.30%
/ LOT 10 41730.00 31926 76.51%
LOT 11 48478.00 0 0.00%
LOT 12 50658.00 38454 75.91%
STREETS 152650.00 105255 68.95%
OFF -SITE AREA 1 10054.00 5052 50.25%
OFF -SITE AREA 2 5S74.00 2737 49.10%
OFF -SITE AREA 3 172567.00 0 0.000/0
\
OFF -SITE AREA 4A 74670.00 59452 79.62%
OFF -SITE AREA 46 156029.00 52933 33.93%
TOTAL SCM CONTRIB 981894.00 508323.00 51.77•�
04 In
its f a �\ �� \-------------------- _----------- ----
--------------
!✓ ;` /' / tars`��
N 0702'19' E I /, , f / I52,0t7SF
54.80' /' 3.49AC(iDTAy
1 I 1\ \
S 76'50'10' E M \ / ♦ / _ - _ _ \ .� _ \ �\ 1 1 ' \
LILLIE & EUG£N£ III 420TAYLOR
-
DB 1267. PG 203
KOONCE FORKC RD , ' l M
USE., ✓ACWT)\ \ \ \ \ \\ I I 1 I I
N 76' 18'50'
01.57'37' f I
F-WEti 141.2�'' \ \\ \ 66.75 1� II
DRAINAGE AREA #1 / / S ! / t - 42A ` I \ \ \ \ \ \ �` .00'
TOTAL AREA=10,054 SFf' - r ' / • , M is 00'
EXlS7TNG BUA = 5,052 SF
Il4 I/ VES7ER
i 74;Q70 Si (1.714 AC) TOTAL /i \ 1 \ \ /MYE57LEXfS, LLC
t 1 061 4223, PG-
59.451 SF p365 AC BUA qr
/ Allocated within this urea '•' /tlpiL4/�5 HWY--
_ - - - __ /�, aw I tr{trafa to Wet Detealion P \ A / lilSE VAGI'(r
N 64.2041' E I t OFF-SCIB OFF -SITE
� � I
49.54' 1 , � \� � i -- - - _ /� i /DRAINAGEARF�#3 , DRtLw4GEaRE41€,?
»cc .
n» I
AREA = IM TOTAL
_ I 74 SF
FUTVIt6BUd =0� ="'* 4RE _ - s
S 1 }7' EXIS77:1'GBLTA-'.T3?SF '
I - - \\\ \\ - - __ II SF 2p•ZM• / ,,, 1 ` _/ i PRO?(:tSF13 BL:4 = 76I SF I
#AE57MEC ML4ZZCO • �, � ' /
3, 2 7 -.. J-. ` , I
ROADWAYAREA a1'35b4' E
2970.00', ^ . .r . .'4; �' tsaw s •�' _ .s / ;,n pE B N Z ; I • I
I WITHINR/W it i we - sg' i N i • r
PROPOSED BUA=1,436SF , a ,k �._ ..: S % i or/ t2B75' • J
(� I { �ro - __ r \ iB92' ' OT - -, t nzOT �\ •
6
PROPOSEDLorl1
54,934.03 SF TOTAL - -ii zr 34 -
I 11 �• `a BUA=38454 SF=.. i e --_ t - _ �� .. `ap OND CO TRIBUTORY , 119�•35
f -
I 39 avn ��-SITE
1, ________ ✓'" -- - 'i. -.. _
II �� -,� PHASE 1 ,
NAVY FEDERAL CREDIT 1' __ �' m^ 60'PUBLICR/WL DRIVE - _ - m, i / I > Xi } i ", �, 1 ,- � 6 SF I
UNION
DB 4716, PG 909 ii ' --- _ STORMM/AICK f • 1 FARM LLC. 1'I - _ ®,. o- -- - �� = i•
113 KOONCE FORKC RD / li to - WOUP Ma / �' / I DO 4223• 186 - - m 1 I
USE. CREDIT UNION O M 2410 / I er } i� 6, PC `36 ROADWAYARE4 I I�
---- p �t( Z �4C r1TEW[Ti OErIS1DELO75WrIHWBDY l i + •
- - - - - _ IM�AOTFD ANT I I ,' STREAM SAW 2D%9-02132 PROPOSED BUA=105.255 SF I
/i CONMOL POW
_ - _ _ _ - - - / ' ' / PJ��� LOT I B 3 • u STREAGI (Peal• s aols-0213z) ®q _ ) •
i IJ-4t7,306.99t8' �gG�OSED / 4S,NSFTOTAI `�• 1 - ------
' E 2,435,289.5595 -' u Tract 1 to have
:Z7i1�/UA=31,9ZbSF J' �� ROPOSEDLOT8 - / / � � ' / 11 1 l
PROPOSEDLOT9 �'/ /
o 7 stand alone
-_ _ - i / • - 1(0t7AC / �� / Lj9971.90 SFTOTAL t 7,008.67 SF TOTAL PROPOSED LOT 7 i I I ' i /' TRACT 1 NO CHANGE
BUA = 41,980 SF 59,882.13 SF WTAL -h • ! y ,
J 5/ o •' I \ ,p I BUA = 33,320SF ! SYL FARM
w 1 w stormwater device.
- h i M4,G 499Not part of this design.FUTUREBGA = 4l.9I7SF 01 � 1 /LLC \+ 'nPROPOSE LOTSCLY I
R0,4 R'4Y-.4RE4 / / a ' __ O 42.662.OSS TOTAL 1 4` 1 • .
-_-_% i _ _ Z C-2
/ 7 / • { I 1 FUTURE BUA 33,7 SF 0 USE: VACANT 1 • •
OUTSIDELOTS ITHL'\BDF i S` °, ! a BUA 29,863SF PRO LOT
D CONTRIBUTORY ii'i // / h 1
\ `�\ - -_ '! -,_ 1 P ` • PROPOSEDBL. = t,v". SF AREA (TYP) / ' ! ,� / ,� q i 1 46,287.89 7YiFAL , •
-- -- -
R0.4DW4YAREA
__- _ _ ___ A + - - - _ ,/ i c`' / t OUTSIDE LOTS WIT ,zBDY O yl _ - / �, cownw. Pow - l
- t a- f
14,9SF ,•
L= --- _ ----- - - - - -- - --- '
'
37BN-`- , PROPOSEDBLA ' / � £��443ed�' i •
------------------------ - --�- - - - - - atv-42tr
,.
coNT
- - - - 'AREA
(TVP)
O
-
_
Pe
a
-
_ -
PP
' -- -- -- --_ ---- - - g --- - _ -_`-
f � ,
/a
24J' j
Lft,C
-- = _
� I �(B� ,/R/� �-_��_- NC
�ROPZEDBliA=4.313SF
O� 1/ �-----------------_-
oI ---- ---- ----ROADWAYAREA -- -c�a - t�lnr ----- _ `_ °�� � ,t` �'------- r- f-+:� - 2e-- -r -- i -- -- ------ - - -
I POINT #1 •� -
I ROADWAYAREA WlT7iBYR/W E 2,435�44166064' , 1 ROADWAYAREA _
Post-Dev Discharge BUA=7,509 SF PROPOSED BUA=5,134SF LLEt-355T J PROPosEDBU79 sF ( ROADWAYAREA 1
I 30" RCP Point #1 , , / WFFLWR/W----------
( ) I , ROPOSED BUA = 308 SF I I o
HANDS PRIMARY SCHOOL t iii 1 I I I iii
XOW COUNTY BOARD I Limits of Contributory area i , '
u 1 r
OF EDUCAWN (33.37 Acres)58
DB RICHLANDS HWY I I
USE. SCHOOL -
I i I II
RICHLANDSPR/M/iRYSCHOOL
tlilj II 1 11 � I I I
ONSLOW COUNTY WARD
I OF EDUCATION
DB 3603, PG 058
7444 RMHLANDS -+11Y
I 1 I
USE.
Q
i 1
l • Contact the North Carolina One all Center
-b32-4949)
• prior to doing any digging. (1-800- 1 '
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
�'CN CARO��`'�.
SEAL
®�
J. MICG�'Q...
OVD912M1
Revisions
07/22/2020 Revise plan per NCDEQ
comments.
10/27/2020 Revise plan per NCDEQ
comments.
05/05/2021 Minor Modification to
Stormwater Plans including SCM
contributory area and Off -site Area #4
divided into #4A & #4B and SF change.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Post -Development
SCM Contributory
Area Exhibit
Date
January 17, 2020
Scale
1 " = 100' ECE
IVE
Sheet ,JUN 15 201
1
of 3

� OFF -SITE �
DITCH DRAINAGE AREA
NON-CONTRIB TO POND
TOTAL AREA = 251,013 SF
NNW
-1 ))ft
)))
181,162 SF] now
N OS• 18'40 " E 141.24 - ) ) ) ) )
N 0205' 8 " E 7
.ti /// � 'SYLVE
//
_ \ -
TRACT 3 (NO CHANGE)-
3 �\ SYLVE'STER FARM
INVESTMENTS,
I ` \ DB 4223, PG 1
RICHLANDS HWY - `----39_--_ _ - - OND CONTRIBUTORY
USE. VACANT � , � \ AREA TYP
_ _ /
I 1 ` ZONED: C-2 - S 13'51 'OS" I - - _ ( )
{ 56.85 _ -
` S 09'34 19" W '-- ` / / �/ ;� 50-VEGETATED
1 ----- - /'/ SETBACK
100.28 S 13.27'17"
\ 112,570 ar ITRACT 4 (NO CHANGE - , ; S 20.21 '28" `� ! / M N t�iG T M T T
36, v It A -20 13
` \ \ �►w SYL VES TER FARM - 42.09
\ _ _ 'N\ o INVESTMENTS, LLC W W
\ \ 39 0 ; \ -,DB 4223, PG 201 y W S 30'5336"
RICHLA
US VACANT REMA+NING
?p\•3�,, -� WINTY ERJM' ITTW `Y —S ''\ \ REALI
�C- STREAM (Perrfit SaW-2(2132) W 820841
3C/ H2.64'
38.6 i 'r'
�
/•, ,'
�Y W Y W y W W W \
i W W \ W �Ic —W •Y W W W EXISTING .✓ W �L`r w W • f "
I — — N 85 16 45 W _"
'r O `j�_ W W W W `� W `Y W W W vEN >W�T LAN DS
\\ \ \ 680 I Ir W W W W W W W IMPACT W W W W V' W �\W W 61.43'
61.06'38" E W y W WY /W W W Yl
\\2 f6'HDPE �I \ s W _ w!7 — --_ — —36.40, 7. W1�,36EX 010 o+ '-
_.cx
YH 7 04•55'00„ 0
7A-NS 89'43'15" f—
=
GRAPHIC scm� 1 1
W tar \2OW 30D'
j RIVER BASIN = WHITE OAK
(N FEET) o I
1 NCH = 100 FT \ k 1
\ ►g 1 1
�I 1
POND CONTRIBUTORY N 01.57'37"
AREA (TYP) 66.75' 1 '
r + 03'2'12" E
1 1 24.00'
/ 1 1
/ 1 I
OFF -SITE / i OFF -SITE
/ DRAINAGE AREA #3 / ,
Y / I . � DRAINAGE AREA 92
TOTAL AREA = 172,567 SF i TOTAL AREA = 5,574 SF
FUTURE BUA = 0 SF / - EXISTING B UA = 2,73 7 SF
\ , PROPOSED BUA = 764 SF
� I I
S 6435'04 " E
al N ly ` N
I
128.78' � T
n , 74d 11 '39" E
20.28'
42.55'
s ! I
,564.45
_ 6PE .
,` — / 277 1 a P' E G I N 's i _� -y 1 x 1 I 22'35'34"
8 w �C -�/ clzz IBUTORY / 19 86'
OND CO
x _ AREA (TY
' TR
.
> _ o j-' ` I ��, � OFF SITE
- - - — "
i.__ . . ........ . . :.... f� - - _ '" ,-' DRAINAGE AREA
_ 30•NOPE / / I
�h EXISTING BUA 496 SF
1 PROPOSED IEL DRIVE"� �x � � 1 �
60'PUBLIIC R/ / / f PE _ _ CB 20A
ND
CB13 CB 14 - IMPAC 11I
CB18 'ROADWAYAREA
fiMPACTED I TERMITTANT / EX i 1 c t7 IMPACT D INTERMITTANT OUTSIDE LOTS WITHIN BDY
/ CS 15- _ 'sG STREAM (Permi SAW-2019-02132) PROPOSED BUA - 105,255 SF
STREAM (Permit # SA-2019-02132) / / q
CB1B - - - - Tract 1 to have
-----
ROPOSED LOT 8 7 I`�
PROPOSED LOT 7 `� ' ►- / I TRACT 1 NO CHANGE) ; stand alone
Cb
47,608.67 SF TOTAL w= z I I , w y c, SYLVE TER FARM 1 I 1
FU URE BUA = 33,326 SF Z !' S9,882.13 SF TOTAL
�� -r ; o �4 I INVEST ENTS„ LLC ; ; ; stormwater devic
FUTURE BUA = 41,917 SF w w I z
' ti I w� I I - PROPOSED LOT 6 � �- I ►� DB 42 6, PG 499 ,
RICH NDS HWY` ,
, o PROPOSED LOT 5 O 1
48,199.38 SF TOTA o 42,6b2.05 SF TOTAL I 1 /+/�► Not part of this dl
/ ,� I FUTURE BUA = 33, 74 SF LJJ I USE. VACANT , I ,
O / I a FUTURE BUA 29,863 SF o PROPOS D LOT 2 ZON D: C-2 x
1
IL o / A I / ,' a-i 46,287.89 F TOTAL \�\ ' 1 I f ��
FUTURE BUA = 32,402 SF
ROADWAYAREA
r \ - CONTROL POINT I '
!' OUTSIDE LOTS WITHIN BDY o v
\ �`�_ - - - - - - -- �r i N=419>452.5866' I i � ic z
5 PROPOSED BUA = 4,459SF a, --- -- -- -- / E=Z435,443.6859' I I�
ELEV=42.17' l y l I>s
P "' 1 OND CONTRIBU ORY
.P `PROP AREA TYP � GW II I
,.. own
L
1 s w P 9 ! ( ) /
--_ t PROP t+ 1 ROP - -
CB 31
PRO CB 32
PP I
- - -
- fEi 31 ' rd n -
9 dd
,,, � XD
,
_ . - _ - -y ROP - -- --
T �
--- C133 PROP / O � � PROP
=_—_ :.� - a
R0P ----- �- �, i CB3� / LWITSTER OF VN _- ��-- , - -
- --- _ - '
MH 61 - - - DISTURBANCE
- - - - - - y _
\
—_ --_ - - - -- RCP SIGN Z NPP
-
_ � II
\ //
8£i --_--- - - ---- - - -
_ _---- I TI �- - _ _7r_
I-- — -- — —
_ _ 1
o �
1 --- gym- -- -------- _I —
— �"_
— — — — UNE — ——A-PPROXlNAIF 6 °
----------------APPROX. 6PVC WATER
-___ -
FES
1--
__-----------
------ WV(4) IS
Itf �81���1_%�Y 24 -----� t�--- - ----- -- %\ �� r'-`
--
ROADWAYAREA CONTROL POINT = P 35_•U_ PUBLIC R/W (WIDTH VARIES) --- It 4 �--- -
,r-------'---
WITHIN R/W N=418,325.9013' { ROADWAYAREA
PROPOSED BUA = 5,134 SF E-2>435,441.6064' { , WITHIN R/W I L 1 +
ELEV=36.57' i , ROADWAYAREA
PROPOSED BUA = 3,it I791 SF WITHIN R/W
\� II PROPOSED BL A 308 SFt #1 I ►� 1 I I ir-----------
s of Contributory area ----------11,
I
11 1 R
------------- L ' ► 1
3 7 Acres) i i I ' I ; ; i i ; I !; i i L-------- J
1 1
� I
I I I I z I L I I I
-
o -------------1
I I
1 I
I I I I
It
1, ib �0
I n
li I L
!1tX1 �
I I Ii1, I �
' it ct the North Carolina One Fall Center1-i
-800-632-4949)Prior to doing any digging. (I
I III �I i I
I I! •„ / I! i t I
DITCH
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
',�H CAIto`����i
���0 ;oFE33%�• ��fi ��i�
rQ SEAL r
��� �j'J• wo.,r�.
Revisions
07/22/2020 Revise plan per NCDEQ
comments.
10/27/2020 Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Enlarged
Post —Development
SCM Contributory
Area Exhibit
Date
January 17, 2020
Scale
1 " = 100' ECEIVE
Sheet
2 of 3

& EUGENE
AYLOR
?67, PG 203
FORKC RD
VACANT
N 0T02'19" E I t ,l iI ; LOT 13 /� ♦ ` S'YLV1=Sltl� fAKM /NAG 86 1/S; LLC.
DB 4223,
' i I 152,047 SF SCALEMB 6, PG 36
54.80 GRAPMt / r 3.49 AC (TOTAL) /
r rc ,arc 2W aDn
39.0 /
S 76'50' 10 E /t 'a` � ,� / N 10.0748" W ♦ ♦ . c"
11.39' t I ��t now,INNIN soma / 100 FT
7.42
t , tv S f3,-�- � �
/
9 SDI, 8' 42.0 41 ♦ ♦ ♦ OFF -SITE ! S ♦ DITCH DRAINAGE AREA
41 /
NON-CONTRIB TO POND
TOTAL AREA = 251,013 SF
` gMemo
N 76°18'50" I ,W ,� �'' 42 0 42A E 144 3'40.0
W OND CONTRIBUTORY ,� ) ) ) ) )
/ I ))))) )RIV jR ASIN WHITE OAK
202.58'1 �d c AREA TYP 22.54 Ac. '�
77'6'49" W .�\ 81,162 SF �• .L .,�.
42.0 �,____ �� .`w� �3�38, 39.8 II / `---___ _ co N OS•1t
OFF -SITE t I �°
Cb
DRAINAGE AREA #1 ► a ^ 4 42.0Z \ \� �8 -
1 31.1 1'
TOTAL AREA = 10,054 SF l 25.33�� . �YLVESTER FARM INVESTMENT-S,-1LC:
EXISTING BUA = 5,052 SF t / % \\ > 4 3, 8&
♦ TACT 3 NO CHANCE - •-_ . /
SYLVESTER FARM _
t 74;670 SF (1.714 AC) TOTALAREA g `\ 39.6 l \ \ \ `� INVESTMENTS, LAC
59,452 SF (1.365 AC BUA \ \ 1 `\ DB 4223, PG 19
t �
R04 � 156,029 SF (3.58 AC) TOTAL \ ` \ \ /tr ! i `\ RICHLANDS HWY
I' pAllocated within, this area 52,933 SF 1.215 AC BUA \ 3 ! 4 \
A l ontributor to Wet Detention Pon ( \ \ \ \\ \ ` USE. VACANT
I R = 2 .00' Allocated within this area �1 I \\ _
C - 2T \\ 2?�, \ ZONED: C-2 - , S 13'51 '05"
N 64 20 41 E I / �� �� / ontributor to Wet Detention Pond
49.54' / ,� ► / l 'SYLVESTER \ \ F \ \\ \ -
,
y � \\ � � 56.85'
100.;
Z4
- -
\�° _' _ N 13 neon 112,570 SF
��7234.E3p /YN7fA �/ , \ \ \ �_-\\\~ ! \``�_ \��� �\ TRACT
I► Ce 73 _ 2'29° /_ - \ \ �� \ \� \ W I cn � SYL
I I \\ 6p� t j8 `� \ \ - ` \ o INVE
I( I► I ` TR p��!W / \ \ \ \ \ 39.0 �\ v c�'n` o DB
`
RIC
\ r I /
ROADWAYAREA =�' CIO 1 , I _ �� -
W W \W W J W W r W W W
'OSED BUA = 1,436 SF __ �f �`� /L :l 2 00 \ / �2p•3393 38.6 \\ 1I W \J W W W
_--__ � I I i I C.!) ARC = 9.2T 3 - _ ` ' i \ \ �c` ,
-7 11 _ '1 / I / / 90 v v W r v v J
Ex \ �• 8' J w v w W W
C07/ 1;6 _-- - a ' \ \ YN6 YN2 \\ N �461'06'38" E W J J
C.Ir 1q/ / / - `�. i. �� c e , \ S2 4� 36.40' y
-- Irk / o
EX
, I - _ •.' /' _. _ - d f3•HDPE \ Y IS 89, s15 s�
24"HDPE \
It N
FES
1� 1 / ' I PRO70 P - �,�_ - .� TLANDOVfR 0 P 43 J
la; / _ -
J _ - _ � y � 10.92 �
11 ir►�-� t I � I - - - PROP VELOCITY � - _ _ -
It It I PROPOSED LOT 12 _ _ DI651PATOR 291 NB°A c i � J. r -- - -
11 It o 1 I 54,934.03 SF TOTAL C65
l
11 / / ROP
/ /
rl o l ' FUTURE BUA = 38,454 SF _
It ,jam '--- FES 1 %/ i --�G�_ -- �a CB 8
It
a4 I ROP VELOCITY HD E I 0
-- -
DISSIPATOR--
II It t � l I - - — -- - _ —
ll - -
i
CB,1 _
--
III I I 1 I I / /
` 30•NDPE
r► PROPOSED -
�� - � P so �B e; - IEL DRIVE �
II l l 1 PHASE 1 ,
60'PUBLIC R/W - - -
CREDIT ► 1 I ` - - - - - - - - - -- ! EXISTING /' ' ' / C 9 1 2
PG 909 ►i t �/ l - - -- STORMWATER �, �� %� S ESTER FARM IN VE TMENTS, LLC. cN 13 j �
t - ��' t , t DB 4223, P 186 6 „
ORKC RD I S► /; I 1 IMPOUNDMENT / a I I
UNION % I I ( NP 29.10 �/ I � 1 1 MB 6, PG 36
t 1 ' _ _ — — — — — — _ IMPACTED I TERMITTANF / EX ,
__—� �� I ,., STREAM (Permit#SA-2019-02132) c6,5 , 1
CONTROL POINT _ - - , �/ / � PROPOSED LOT 10 � I r - _ - - - - - - � , � q
N=417,306.9718, 45 608.28 SF TOTAL
I E=2, 435,289.5595' �
\ _ J // OT 11 I
ELEV.=33.65' , / FUTURE BUA = 31,926 SF �U
/45,008.28 SF �v / ao PROPOSED LOT 9 ROPOSED LOT 8 I
JG /G -`� - - - - - ROP Iy047AC / �\ \ M q 4 J' 59971.90 SF TOTAL 7,608.67 SF TOTAL ,,, ' PROPOSED LOT 7 �
G _ RISER„ I \ \ �� FUTURE BUA - 41,980 SF / Z 59 882.13 SF TOTAL t
- FU URE BUA = 33,326 SF �� Q
� ��� / � ; � ♦ _--__ \ � \ Via, i 1 / � FUTURE BUA = 41,917 SF �"
V OP ��� l �l 'l i $ PP �rID�
P � � � - _ _:` ` \ `. ROA WAY AREA
PP \ OUTSIDE LOTS ITHIN BDY
\ s I 3. �85 72 - AREA (Y IBUTORY
0-L3i.00 A �_� _ \\y \� t — 3,972 SF D TOPTR / ' J/
_ 5 53 58' 0 N
-- -
' PROPOSED BU �� l'
-- -_ROADWAYAREA
BEGI
ESu-- _ __ ______--- - ROP i — _ // /// �/ OUTSIDE LOT WITHIN BDY
- -_
-- -- - -
2¢_ -Z"--- �� __--______ --__ `--- ---_ _ __ ---- - __--_- -_ --- - PACT 15, i�//PROPOSED BUA = 4459SF
CB 6, �� / I
-g--- - -- - - - -
- ----- ----- ---- ---- - _ -- - -- --- ----- -- -=-___
f
PROP �� � � _
HOP Mom own
f� — -FES SO - - - - - - - - _�- - -
---__- _ -- Q'--_ _ ---- _Qz -SE
_ _ __ _PROP4 r►
- r - --- - -----RCP- - - --- —_ -- - -
----
_--_--__ PROP - - _ _�- ���- ' -� — — FES 30
HOOL
- -tf- - - - - -- --- ---- FES 60
Anna 7-
— — - _-- _
- -\ — - -
r- - - -- - - ------------- --
-- L
» / APPROX. RCP - - ---
!' b7 R
— �, jk -
u i' I s' PVC WATER UNE -'�._
II - -- —
n_ —----- _ — —
%ti q I r ► 1 APPRIDX 6 P1L" WATER UNE------------- — I —
------- —
r r _ —
ROADWAY AREA -------------- - - - - _ — — — — — - ��
_ _ WITHIN RIW ---------- --------------- _ Rox. s` PVC
1 WATER UNE
I � � PROPOSED BUA = 4,342 SF FES -----
I ; ROADWAYAREA
CONTROL POINT
b ; POINT # 1 N=418,325.9013'
I I I I WITHIN R/W E=2,435,441.6064' t
ROAD WAY AREA �
PROPOSED BUA = 5,134 SF
Post-Dev Discharge EXISTING BUA = 71.509 SF ELEY=3s.5T \
I I
Point #1 \ �_
(3011RCP)
Limits of Contributory area \ ;�
I \, o
(33.37 Acres) ; 1
itI �1'
RICHLANDS PRIMARY SCHOOL
`; 1 ONSLOW COUNTY BOARD
OF EDUCATION
` I ; DB 3603, PG 658
7444 RICHLANDS HWY
l USE. SCHOOL
t i 0ontact the !North arolina One Call Center
t prt`Rr toI doijtg anyidigging. (1-800-632-4949) I
i
I
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
N CA/;0K��'�.
'Z` 0
'Q SEAL-
1
J.
Revisions
07/22/2020 Revise plan per NCDEQ
comments.
10/27/2020 Revise plan per NCDEQ
comments.
05/05/2021 Minor Modification to
Stormwater Plans including SCM
contributory area and Off -site Area #4
divided into #4A & #413 and SF change.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Enlarged
Post —Development
SCM Contributory
Area Exhibit
Date
January 17,
2020
Scale
1" = 100'
ECEIVE
JUN 15 2021
Sh eet
BY•-
3 of
3

.CTnRM nRA1NACYF. PIPF. CHART
CTnRM DRAINAGE, PIPF. CHART
#
SIZE & TYPE
ELEVATION
N. INV.=41.19'
P-5
18" RCP
S. INV.=37.66'
W. INV.=37.37'
P-6
30" RCP
E. INV.=37.00'
W. INV.=37.81'
P-7
18" RCP
E. INV. =37.71 '
N. INV,=37.79'
P-8
15" RCP
S. INV. =35.78'
W. INV.=35.78'
P-9
15" RCP
E. INV. =36.10'
W. INV.=35.72'
P-10
15" RCP
E INV.=35.12'
P-11
15" RCP
N.E. INV.=35.10'
S. W. INV.=34.75'
W. INV. =31.61 '
P-12
24" RCP
E. INV.=33.53'
W. INV•=33.03'
P-13
6" PVC
E. INV.=34.37'
P-14
24" RCP
W. INV.=30.29'
E INV.=31.91 '
N. INV,=28.61 '
P-15
30" CMP
S. INV. =28. 30'
N. INV,=28.23'
P-16
30" RCP
S. INV,=28.19'
N. INV.=30.48'
P-17
66" CMP
S. INV.=29.35'
P-18
24" RCP
W. INV.=27,37'
E. INV.=25.84'
SW. INV. =41.41'
P-25
15" RCP
N.E. INV.=41.32'
N. INV.=43.46'
P-26
15" RCP
S. INV,=41.25'
W. INV.=43.45'
P-27
15" RCP
E. INV.=44.39'
P-28
12 " RCP
N. INV. =?
S. INV.=43.42'
P-29
24" RCP
W INV.=?
E. INV.=43.70'
P-30
15" RCP
N.E. INV.=?
S. W. INV. = 44.74'
P-31
12'" RCP
S.E. INV.=?
N. W. INV. = 43.73'
S.E. INV.=44.72'
P-32
15" RCP
N. W. INV.=34.99'
P-33
15 " RCP
S. W. INV.=34.99'
N. E. INV.=35.28'
P-34
15" RCP
N. W. INV.=35.34'
S. E. INV.=35.70'
S. INV.=35.49'
P-35
15" RCP
N. INV.=36.63'
W. INV. =30.99'
P-36
8" VCP
E. INV. =32. 17'
W. INV.=32.17'
P-37
8" VCP
E. INV.=33.27'
STORM DRAINAGE
STRUCTURE CHART
ELEVATION
CB-5
TOC=45.19'
CB-6
TOC=43.41 '
CB-7
TOC=41.69'
CB-8
TOC=40.32'
DI-9
TOP=39.25'
CB-10
TOC=38.79'
D1-11
TOP=33.63'
CB-2J1
TOC=47.74'
JB-24
TOP=47.90'
DI-25
TOP=46.81 '
DI-26
TOP=48.44'
CB-27
TOC=38.53'
CB-28i
TOC=38.89'
MH-291
TOP=36.21 '
LEGEND
R/W =
RIGHT-OF-WAY
CIL =
CENTERLINE
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
=
SIGN
S =
SIGN
ERWO =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
.Sylvester De>>elopinent
02r04r2020
PVC 24
06.14 2021
Richlands, lV'orth Carolina
Storm -water Run -Off Point Data
Post -Development Conditions :
Point Impervious Managed :Managed
Managed
Wooded
Total(Ac)
# (Road +Lots) (Shoulder) (Grassed)
Field
Patd 11.67 0,00 10.87
0.00
0.00
22.54
Retttainutg 2-18 4.21 0.00
1.86
2.58
10.83
-1 Total 13.85 4.21 10.87
1,86
2.58
33.37
Point # CIN See slxeadsheet tins report for Ci\
calctdatiai
Pond 70
Reim 51
33.70 \fin Time of Concentration sauce fa' both pre & post
Note: For these calculations, impeniotrs area on lots based at 900. o.
Post -Development Conditions
Point
1 Year
2 Year
10 year
25 year
50 year
#
cfs)
(cfs)
(cfs)
(cfs)
cfs)
Paid
0.30
2.01
14.86
48.74
78.03
P38.75
Remain m
0.51
1.79
10.59
19.44
28.12
Pt 1 Total
0.81
3.80
25-45
68-18
106.15
i
!
/
/ 1
\
Point #1;=---------'T---
_----------------�----
;,tts�ntnbu rya � �' � - ----- --- ;
-- ---------r---------
1 ----------------
I FARM INVESTM L.LG \ I r - --•�-
i / LOT13 J % \ 4223, PG 186
N 07'02'19' , I , / / 152.047SF J \ - 6, PG 36
54`80, / / 3_49AC(TOTAL)
39.0
S 76'50'10' E �, a / _ ' 1P0T+18' W \ \ _ _ _ �\\ _ J
► 13•g ® // \ iY�` OFF-SITF
ULUE d EUGENE / r !' 7' a.. 42.0 1 41 \ \
TAYLOR � � � � D GE AREA I
D6 1267, PG 203 1 i' , `' - l \
KOONCE FORKC RD 1 ' -. A' lg ., I \ \ \ TAL = 25L, SF - -
USE VACANT r,?8• f 4E AO.0
N 76' 18 52.
202.SB1'�\\1 ; •- i + '11 81.l62SF - ��„ �)� ---- `_ \
\ D ONTRIBUTORY \ f
ARE,4 P) N Of'ST3T
I \ f
OFF -SITE I � S J 1 1 v r �\/ _ A ���. � i � � �� �^ -, i _ M F , � � � � .12' E I
DRAINAGE AREA #1 r
, I T 3 ff' \ �[).gS1F/7 FARM /NVESIMDVT� ' 76,0305E ' � � ,
TOTAL AREA=10.054 SF - ! -`- -
EXISTING BUA = 5,052 SF 1 / ✓ OB 422$ PG .186 �►' \ _ - - L
1
/ I na4cr 3 lNn awl . v v\ v S>CSTAIE FAQ , I I
1 i 74mosrp.naaclrorec �.. - - " -
I 59,452 SF (1 365 AC BOA / l56,929 dCJ TAL �M I, RXy[MQS IIA►' . • "':.}` - - - - \� % 1 -- .
r - A!lncated wi,h,rs thin area �7.
un l bibato to Wet lkten,ion P ,2,9 15 aBirs- \?��. ONEDC 2 _ 5 1 < • / t1 �x , '
1
OFF -Sr E I OFF i I
N 6420'41 ' E I , I / / a We L1e a vion P \ P _ ;�- _ _ ` / D-UMGEAREA #3
49.54' F ! 5 'ffY' SEBACIC / i AL AREA= L72567 tr T n -
I
Y 1 1
_ t\
1
J!
TRACT 4(Nf) C'i1M($y S 20'2128' REMo.1NwG u1iERMITT"" �; �� , � FUliJFE .��'
1 tT BUA BSF ��
f 44' I
SYLMMER F,7Yal 42.09' - - /STREAM (P-&SAN4- 19-021
i
#MSTMENTS LW
lffi•.:4223. 1G 201 „ �'� I 8•t'35'04' E
�=' j 9 &D VAT - ' • A10-•
ROADWAYAREA �, �I 1 - _.- ��' :'R -• s I 3d.63'
WITHINR W --il ti, ; 9 l _ 3i8.6nYt, SA'w-2�05Md9yUz
- ' S
PROPOSEDBUA=1,436SF---'',11 , J 1 _ _ W _ --- -------------
i
1 00 � ' M i6'45t c�
���728' 39' E
fZ . �
_ • xs
f ` ' -- -P= 67'DI'S5'E
/� " S 6?43.15' '. ... N., - Lt�' �•�•}'_'"'�: - - - _,� _ , \ I4235' I
i
PROPOSED LOT12 ------ -=.a._ -- _ / �II �Y _34-
„ 54,934.03 SF TOTAL `.
rs ii / � EG1N r i I , =r35 I
r ii I i I FUTURE BUA = 38,454 SF ------
Ir .�=z-. ,- --- -- � ®+r -',_ /�� u� OFF-SI7£
/ CT
------ r
\\ AREA ) ;. ,
ORALNA
1 _ i \\\\ �! fl l I� Fl7S"1Zi'GB AG496SF
I ruW FEDERAL CRED? 'l / I I PHASE 1 60'PUBLICR/W -
u 1 I
UNION Il 1 '( / II --- - -- �. T,'T1415� / , 41=STER FARM 1TNENTS LLC. ®�---I ,• ----- ar - SAC ROADWAYARE.9
IDB 4716, PG 909 {t , I /. 1 D6 4223, PG 186 I ,
113 KOONCE FORKC RD I , o WOLMM %� ` 3 MB 6, PG 36 I 1 +I
USE.• CREDIT UNION ' ! I _ _ _ W 2�" �'7 IMPACTED I M[TTANT / W 6:iEw[l7 OMIDE LOTS WITHIN BDY
II .r' 1 i� _ _ i !! - -- ter- / i ®n-- STREAM SWJ-WW1 t2132) ,PROPOSED BUA=105,255SF I \ 1
- - - - _ I STREAM( #-20190221 ) - - -
.� - PROPOSED LOT 9
\ -_ a ' PROPOSED LOT 10 3 1
Permit 32
PffiJ�OSED / 45.6U8-_TB SF 1l�T.4L 9? , - - - '� ice/ O �l • ,' �� J V vv - 1 -
E-2435,269.5595' / ' / r , ' ,' tl ,\ I
,,, oTH / L'TL7tEBtA=31,9165E u i r z ' i jti3C$ t0 have
I � / ROPOSED LOT 8 � i� �
p047Ac �0 59971-90SFTOTAL 7,608.67SFTOTAL - PROPOSFDL0T7 9 I I ', 1RICT 1 NO C/WME) Stand alone
\ mh FUTURE BUA=41,980SF 59.88'.I3SFTi7I4l-- i z J SYL FARl1
C Q 7 I \ I LLC \ r
+r✓ ` _-___-_ 1 FZ RF BUA - 33,316 SF ; PROPOSED LOT 6 ,r o DB 42 AG 499
•.�,__ y r FL'TC-REBC:�=4/y/7SF' ry y r r stormwater device.
J ' I Not art of this design.
I
48,199.38 SF IOTA PR LOT 5 I \ S`�NT \r P
,• -
_..
- I C • , WAYAREA / i' // I i FUTURE BUA = 33.74 SF 4-.�= 05 TOTAL w , \ USE VAGMIf \ , I , 9
--- ' .. _ - CONTRIBUTORY Z C-2-
/ I - -} OUTSLDELOIS
,BDY CmONTR I
i/ 'TLRE BUA 29,863 SF aDLOT1 \ �OND
REq P � / � �• 46,287.89 TOTAL 1 \ 1
a q ,� a /FUTUREBU F3Z402SF
BEGII Y(JADIiA}ARf.! C / �\
i
i
- -s == OUTSIDE LOTSIIIlIiQll� O �.. �/•
y �_ '- 31ii/---•. - CONTWX POW
_ - _-_ �'_--`'=__ - _-_ -- a ,,. _ m II ONDCONTRIBU RY ,x J' UEY-42/T
- - - - - RE
_-_,.-------_ - P
__-- - - - - _ o ) _-
,� PROPLLSF�BUA f491g' '
P r
A A P �
----
,
,
_
-v Aaa I
_... --- � _• i __---- __-_- - - � __-� moo''
FP
APIgp01L 6'PlC ILOER LIE - .-_ -- -- -. - .- .- - - _ _ - -
--- -
I
-, f
ROADWAY
WT77ffV kW
n b P WL R/WS / F Z -_�- ROPRSFli 8L: 3IZSF ---- -- AI*1�9c !IR! LrE -- - :-;.-- - -- - - - - � --- - , - �ETEJ_ONESDR/VE
! - ROADWAYAREAJ --------�-�j'-----;T_-- -r -- � -----_____
POINT #1 PONT
b I WITHIN R1W N-41$325.9013' ROADWAY AREA -
I ROADWAYAREA E-Z435,44/.60.64' 1 1 WITHIN R Ii'
Post-Dev Discharge BUA=71-$MSF PROPOSED BUA=S,/34SF fLEU�76.5T \� lI I I 1 PROPOSED BUA= 3,791 SF I ( -
ROADWAYAREA 'I f
_ _ WITHIN RJW
I v Point #1 % '; I 11 PROPOSED BUA=308SF-
(30 RCP) _ I ---
ILANDSPRLWARYSCHOOL Limits Of Contributory area
reoDFw D (33.37 Acres)
EDUCATION
DB 3803, PG bss
UX- S HOOL`""" i I 11 I k
I RICHLANDS PR[AfARY SCHOOL
11, II 1 I r i I
ONSLOW COUNTY BOARD
I OFEDLRIITT
D8 3so3 Pr
7444 R/CHLMD ' HWY
USE SCNO,'X-
I
-
tl
II Iz 1
Contact the North Carolina One '"all Center
prior to doing any digging. (1-800-632-4949) I I F I Iyy
� 1
f`�iI 1
GMPM SME
0' tOD' 200' 300'
1 NCH --11000 Fr
RIVER BASIN = WHITE OAK
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
,OFES310• ®
q%'•.'9
:Q SEAL �• =
+} 1 1 nye
Mn .SINE
J. MGG \\���
Revisions
10/27/2020 Revise plan per NCDEQ
comments.
05/05/2021 Minor Modification to
Stormwater Plans including SCM
contributory area and Off -site Area #4
divided into #4A & #413 and SF change.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Post -Development
Non -Contributory to SCM
Runoff Exhibit
Date
January 17, 2020
Scale
1"=100'
ECEIVE
Sh eet JUN 15 2021
BY
1 of 1

CTORU DRAIrVAGE PIPE, CHART
CTnRM nRAINAGE PIPE, CHART
#
SIZE & TYPE
ELEVATION
N. INV.=41.19'
P-5
18" RCP
S. INV.=37.66'
W INV.=37.37'
P-6
JO" RCP
E. INV.=37.00'
W. INV.=37.81'
P-7
18" RCP
E. INV. =37.71 '
N. INV.=37.79'
P-8
15" RCP
S. INV.=35.78'
W INV.=35.78'
P-9
15" RCP
E. INV.=36.10'
W INV.=35.72'
P-10
15" RCP
E. INV.=35.12'
N. E. INV.=35.10'
P-1 1
15" RCP
S. W. INV.=34.75'
W. INV. =31.61 '
P-12
24" RCP
E. INV.=33.53'
W INV.=33.OX
P-13
6" PVC
E. INV.=34.37'
W. INV.=JO.29'
P-14
24" RCP
E. INV.=31.91'
N. INV. =28.61 '
P-15
JO" CMP
S. INV.=28.JO'
N. INV.=28.23'
P-16
30" RCP
S. INV.=28.19'
N. INV.=JO.48'
P-17
66" CMP
S. INV.=29.35'
W. INV.=27.37'
P-18
24" RCP
E. INV.=25.84'
P-25
15" RCP
S. W. INV.=41.41'
N.E. INV.=41.32'
P-26
15" RCP
N. INV.=43.46'
S. INV.=41.25'
P-27
15" RCP
W INV. =43.45'
E. INV.=44.39'
P-28
12" RCP
N. INV.=?
S. INV. = 43.42'
P-29
24 " RCP
W INV. = ?
E INV.=43.70'
P-30
15" RCP
N.E. INV.=?
S. W. INV.=44.74'
P-31
12" RCP
S.E. INV.=?
N. W. INV.=43.73'
S.E. INV.=44.72'
P-32
15" RCP
N. W. INV.=34.99'
P-33
15 - RCP
S. W. INV.=34.99'
N. E. INV.=35.28'
P-34
15 " RCP
N. W. INV.=35.34'
S.E. INV.=35.70'
P-35
15 ° RCP
S. INV.=35.49'
N. INV.=36.63'
W. INV. =JO.99'
P-36
8VCP
E. INV. =32. 17'
W. INV.=32.17'
P-37
8" VCP
E. INV_=33.27'
STORM DRAINAGE
STRUCTURE CHART
#
ELEVATION
CB-5
TOC=45.19'
CB-6
TOC=43.41 '
CB-7
TOC=41.69'
CB-8
TOC=40.32'
DI-9
TOP=39.25'
CB-10
TOC=38.79'
DI-11
TOP=33.63'
CB-23
TOC=47.74'
JB-24
TOP=47.90'
DI-25
TOP=46.81 '
DI-26
TOP=48.44'
CB-27
TOC=38.53'
CB-28
TOC=38.89'
MH-29
TOP=36.21 '
LEGEND
R/W =
RIGHT-OF-WAY
C/L =
CENTERLINE
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
=
SIGN
S =
SIGN
ERWO =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WV =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
Sylvester Developtnettt
02/04/2020
NC 24
07/22/2020
Richlands, North Carolina
Storm«ester Run -Off Point Data
Post -Development Conditions :
Point Impervious Managed
_Managed
Managed
«'ooded Total(Ac)
# (Road +Lots) (Shoulder)
(Grassed)
Field
Pond 11.67 0.00
11-23
0.00
0.00 22.90
Remaining 2.18 3.83
0.00
1.86
2.58 10.45
# 1 Total 13.85 3.83
11.23
1.86
2.58 33.35
Point # CN See spreadsheet this
report for CN
calculation
Pond 69
Remaining 52
33.70Min Time of Concentration same for both pre & post
Note: For these calculations_ impervious area on lots based on 800o.
Post -Development
Conditions
Point
1 Year
2 Ye ar
5 year
10 ve ar
25 ve ar
100 ve ar
#
(Cfs)
(Cfs)
('efs)
(efs)
(Cfs)
(Cfs)
Pond
1.50
2.09
11.59
31.46
62.57
119.09
Remaining
0.63
1 2.06
6.22
11.07
19.85
38.83
Pt 1 Total 1
2.13
1 1.15
17.81
12.53
82.42
157.92
)
)
/ / 1
t
I I ,
1 � i
1 /
I t l
1l; I
I �
I i �; `
/
' 11;
f
I
I 1 i � DITGFt
1" IPoint #1
Limits of Contributory area
(33.37 A-sre�
/ S12VESTER FARM IMVESTMENTS, LLC.
N 0702*19' I I I , / / / , ` \ \ D A(@ 6,3� PG 36 PG 6
30.19,
'
-�/
t N O7'02'I='!• 11 OFF -SITE
41. / DRAINAGE AREA `
LILL/E i EUG£NE l 1 41.0 Z��) ` DITCH � NON -CON TO POND
DtB 1267, PG 203 t 'Gl) TOTAL AREA = 151,0/3 SF I
KOONCE FORKC RD r _ 1
L [ \
+ M
11SE.- VACANT ! 'S.Ijg"..
N 76.1 202.58' , \AREA(TYP)RNIUTORY Ir
I ,. 1 �� \� \ ! � t 1,102fF \ � G./•L)�Ll.ZI 1) ---- \ -- -_
GRAIPW SCALE
0• 1OD' 200' 300'
1 DIM 1--1000 FT
RIVER BASIN = WHITE OAK
Sylvester Development 07/15/2020
NC 24
Richlands, North Carolina
SCM BUA Area
Contrib Impervious Impervious
AREA DESCRIPTION Area (sf) Area (sf) %
LOT 2 42152.00 32402 76.87%
LOT 5 37425.00 29863 79.79%
i
LOT 6 42006.00 33740 80.32%
LOT 7 51495.00 41917 81.40%
i LOT 8 42794.00 33326 77.88%
/ LOT 9 53612.00 41980 78.30%
/ LOT 10 41730.00 31926 76.51%
/
j LOT 11 48478.00 0 0.00•/
LOT 12 50658.00 38454 75.91%
STREETS 152952.00 105255 68.82%
OFF -SITE AREA1 6847.00 3574 52.20%
- OFF -SITE AREA2 5574.00 3501 62.81%
OFF -SITE AREAS 172567.00 0 0.00%
\\� OFF -SITE AREA4 249419.00 112385 45.06%
TOTAL SCM CONTRIB 997709.OD S08323.00 50.9s%
\\\\ N� - --- -----------------------------------
\\ i 4\'0000
i I
� I
WCHONO // '
\ AREA (TYP) CONTRIBUTORY N 01'ST 75' 0
I \ l / - ---_ "_ `_�` -�` 3 / 141.24 `/ - i Oi33'IB` ) \ \ ) I Z100 12` C I
OFF -SITE I � E.
DRAINAGE AREA 1 d - -
TOTAL AREA = 6,847 SF 57,281 SF
EXISTING BUA 3,574 SF I \\ \\ - j/ /
_ ti FARM !
R FARM IN4£57LE717 LLC-
PC 186 i�\ 396 OB 4223, `\ �' I I LIB 4223, AG 7 5 POND
PC 36 r
a1 A4B 6, / N `\ RKHLAADS s OND CONTRIBUTORY i� % \ I / t z
"b?r ,� r USE VACANT -, -- - - � AREA (TrP) OFF -SITE
! / OFF -SITE \ \ ZOWEDt C-2 5 13's1 �' - /.' Z ,•' // i I OFF -SITE
--_ N 64'204f' I I F \ DIAI/AGE A/EA 14 \ ` \\ - - ----- - SLAT _ i ,
4954' \ / DRAINAGE AREA fi j i D[II[AGEAREI II
I - , - TOTAL AREA = 172,567 IF
_ � TOTAL AIEI - 119.4/f S£ `., \\ \ I ly ____ ,` \ S 09'34'I9' _ ___` SB'YE6ETATE Y '7�' % �" li � TOTAL ILEA = J1,574 fF
U10REtUA = It2.185SF �� ` ` \ _ �+ f00.T8' // / /
t
_ _
a -/---.. 2T17" ` SETBACK //� f I FUTURE BUA 0SF ` I' , IISTIIG III 2,737fF I
10144' tOPOgI//1 704SF
12.170 IF } S 20Kf "�' M / 1 / / 1 ' I 7lLICT 4 TE CJNNGE
FARM I 1
1N�VE57IIENIS LLG
-DRICB PG 201 5, = tg 1 I ii 3d&Ai351if' E r /
ROADWAYARF..4 �1 _ \ r \ /J `` VACANT rREYA+NINGIrKERO � I£ 1
WITHIN R W - 1 - 2970' '\ / �► ED' C rSTR EAY (}erm t SAW a/ 32) • S dim°41' lE1LLNi 1' i I
r.
I l -' i� ^ / c „ �1 �c - /". \ M +� 38.6 \... v + . . + ... ` .• /D11CN
PROPOSED BUA - E
rr `-11 �, ; I�l �, .X is \-t b t //J/'"/
'-�jrl `' , , l.. NdC .ZY \ \ �� \ \ \\ \�9� li `. : `-- `.E� Peso --r. 'I �fi"4�S' 139'
;zpal' E
� � GIMP
�ys�
\ � \ �a ` t A W .60'
ax sr as
i
. rver ss•
r`
EDSTREErI
.. 1 » .` oP711'l�1r rz77i' , � srDr's6` r
... ., 'rleer 22o7•
-------�; to I ,
PROPOSED LOT 12 ^ '®^,aa ,� Ieu7oRr - -
ii of ; I 54,934.03 SF TOTAL ` p'
364.45'
j vn .% ' -- 1
x
FUTURE, BUA = 38,454 SF'
� / AREA ) f 1 1--�: OFF -SITE '
DRAIEAGEAREA
I MAW FEDERAL CREDff PHASE IItST'Q6 211 = 496 SF I
u I 1
UNION 1( , I C0 11-1TING , STER FARM / TMENTS, LLC. " 1 - - NIPAc
OB 4716, PG 909 u I -- - STORMWATR3:'i _
I 113 KOONCE FORKC RD ° / it 1 IPOUFOl6tT �!%' f / 1 06 B 63, PG86 , :.. R O A D W A Y AREA
___ YPAC Ow7ERr6TANT OUTSIDE LOTS WITHIN I f USE. CREDIT UNION f o d FP 2qw !i' - '' I 15 / 1
----- ti , 2 i�/ IMPACTED11 TERYITTANT 1 \
I n j� -- � � .�-,,, ' �-• � 1d s-oz �� sTREAY (Pen sAw-zDra-o2132) ,PROPOSED BUA = 10f,155 SF
I q - 'STRER�I Pm" SA -201 132 '
I( ! ---' .s=' norosED LOT
� -
N4� f7,308 718' - - 1 i • ' /
' / I� - E2,435289.6596' I - P[GFSSED , 4S,Nd1ifFTIT I , ------� a
n �I , �ii OT Il , -' rU[ES11 = 31,9i fF I // I ti ' /� I I J / \ ,` I
''�;� 43,�8.18SF , PROPOSED LOT 9 ROPOSED LOT 8 1 /
' -`--0 59971.90 SF TOTAL PROPOSED LOT 7 1 / Tract 1 to have
-r.-------- .� y097AC , 1 ! 60867SFTOTAL i1 o i i4 ]RACY 1 FCFL4Vt stand aloneaFU1HREBUA=33,326SF - o _ of9,dd1-IiSFTOTII ' /U7URE BCA = 47980 SF1 �
FUTU[EOVA = t1,f17SF ,- 1 I ° � , stormwater device.
'"+�°✓ + S / ,' / ! {_ PROPOSED LOT 6 m PG 499 1
�+ . 7 �� +� `-I 1 j '� ' �, ; 48,t9938SF'TOTA a PROPOSE LOTS - R� ,,M,y 1 1
x, ( r y Not part of this design.
+11• _ 9 " .. \ ! e / / I I I I FUTURE BUA = 33,74 Sf- 0 42.662-03 f OTAL \ U yAOANT
r 9 !
iII t0A IAI AREA , ,' i i / 1 OTOtE EOA 19,i63 SF Z C-2
'-`� � % � ° � ! _ I OTSIDELOTS THINBDI , � � 1 , a PROPOS OL0T2 \ I I
1111 OND CONTRIBUTORY i /
1 \ ` 1 46,I87.89 TOTAL
� 3,971 SF AREA (TYP) � ! / ,� o I I I ,x i o II r
32,402IF
ROIDIFAI,
--_--
ye- _ ' i / UTSIDELOTSW(TEYAODI o I j / -- CAV7Rq
v
- •""--._ -.- _ - ,ar` / I E f1EY 42 IW 9,
_
OPOSED [OA 4.4.9 F
___-____ /ice r ,- s ONO CONTRIBU RY ,' I
BEG t PONT
'�' PACT „ i 7 �
_rR__
l�
_ - - --_ � � -, I AREA (TYP)-
- va. _
- - - w ---- --- --- - ---- _ "°1
ra°r 4 h ,,. i
r
' 9
' vas ' � p
arseF
- as t ----
�_-
'/ AP>3Bvxs'acwAfERu11T - - s--�-���� - - ,
PIP
PP �__-�'__---��
_
--
PURL1Z58---�_� IlTtlt [II - - -
I I OPOSED lDA = 4,34T N �,� ��-� " --�- - _ _ _ I _ - I z 50'PURLIC R/W
e R/wlw7orr1FS4 ��--�.) �WIN �-_�TEJON�gDR__
ROADWATAREA ---- -y`.- - --- - --- - -- -- _-- -- !Y
CONIRM _ IN
T
I rsdcr�fsortrArles,
O I POINT #1 I WITHINR/W /J'43�-�`� 't , ROADWAY AREA
1. ROADWAP.4REA E 24.u.s41.dNDF I Post Discharge PROPOSED BUA=5.134SF ELE, r ; I WITHIN
) , PROPOSED BUA = 3,7913E WITHIN R/W 1 I _ D
IIfTIIG[D/=%I,509SF ,i , � ROADWAY AREA J� �---_-- ---'--__ IyRO\�
i (30° RCP) Point 1, I ( PROPOSED BUA=308SF I 1 I J �l I--__q[I/MpFSfAOI�+��yGRpNMENTAL
'LANDSPRIAIARr SCHOOL Limits of Contributory area FF$ I _ I I / I > '
NA
.'LOW COUMY BOARD 9 I I 11 I I I �L------._I�� ' a I
OF EOUGAnON - (33.37 Acres) '; ;' 1 I ji , ! / t - I I MIgNp,GEM�Ni COMMISSION
USE scAI DS j_j I !f ! ' I 1� �J /olD a7��
08 360J, PIG ISM
44 RlCNLANDS WY RICHLANDS PRIM RT SCHOOL
1
1 I I
ONSLOW COUNTY BCNRO
I OF 603. P C I 1 I I I
OB 3603, P& i
7444 R/CHlAND.S HWY � I II i 1 '. 1 ti
I USE SCHOI✓L
lu _
ti'S
I
I Contact the North Carolina One f all Center t I i Iy� o�
I'I I Imp
prior to doing any digging. (1-800-632-4949) iy I I
I 1
1
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
\``111 11111t/1/jl"
\1Q`,�%A CARO`
i
���OQOFfcssi0.j: ®�'9
SEAL
J. NACC�\
l urz nD 0
Revisions
07/22/2020 Revise plan per NCDEQ
comments.
10/27/2020 Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Post -Development
SCM Contributory
Area Exhibit
Date
January 17, 2020
Scale
1" = 100'
ECEIVE
Sheet OCT 2 9 2020
BY:
1 of 3

DRAINAGE AREA \\
DITCH NON-CONTRIB TO POND
TOTAL AREA = 251,013 SF 1
-iEMJ\
�- _-\ \ � 0• ' � tar l GRIME Si 200• soO•
DITCH \ (�
�81,162 SF �) ) ) ) ) )�� ) ) ) ) l l l\V OND CONTRIBUTORYOWARI N 01.5737" E n• ���
_ \ J l� J ) > ) AREA (TYP) 66.75' r
N OS 18 40" E 1 ) ) )
41 24
3 - - N 02'S3'48" E ) ) ) v v 03.2' 12 " E
708- 04 z ) ) ) 24. 00'
VERIBASIN = WHITE OAK
TRACT \3 (NO CHANGE-
\� SYL VtSTER FARM
3 / /
�9 INVESTMENTS, --LLC
DB 4223, PG
/
/
l ` RICHLANDS H
- _ OND CONTRIBUTORY
USE: VACANT -
I \ \ \ _ " - �O - - AREA (TYP) //� / �' ' � I l
ZONED: C-2 '-�, S 135105 I ,_---__- _ \ � /�
r/r I OFF -SITE ll -��L_� OFF -SITE
I _3�____ ,9F- / DRAINAGE AREA #2
56.85' �� " -,6� ' ` ,'/fir DRAINAGE AREA #3
\ /
50 VEGETATEDTOTAL AREA = 172, ' ' TOTAL AREA = 5,574 SF
- - - S 09 34 19 __----j�--- / 1 SETBACK , 567 SF Ij
y \\ \\ \\ f00.28 S 13.27'17" W \\\ \ �\ / i / I,
f FUTURE BUA = 0 SF EXISTING B UA = 2,73 7 SF
•4 101.44 - _ _ / /,� s / , PROPOSED BUA = 764 SF
S 20.21'28" \ REMAIN,ING`INT Y T T
TRACT 4 (NO CHANGE) ; - ' �._ _ �- STREAM (P ertn it A -20 13 � �, � i
INVESTMENTS ARM
W y 42.0�� � \ \ \ \
\ \ \� \ \ c - - v c„ 0 D& 4223, PG 201 W _S 30.53'36" \ \ "
,
39.0 \ \ \� co c� cn , " \ \ \` - \ / / ' / I I r S 84 35 04 E
\ \ \ \ \ \ \� RICHLA W W - - �- W 86.79 / / ,' I ► I I I ,
US VACANT., REMAIidIN6 INTER�111T1i - ;, �� / LI 38.85
�v _ S 82 08 41 v REALIGN 'rr I �/ (�0 PU 1 gE 1 iV 62'05'59"� E
\W W rr W . W NNED: -C �S T R EA M (P a rmrit SAW -2`01 ''(12132) X /
a \\ �, 32.64' S DITCH - r e p (((►►► '
�O• 386 W W W \W i W W L W �W W J' W W W W �1-W - ,� \ , I I - _ �2U. 7S' ITV I
EXISTING `" `�' '" _\s _
�1�, W W W • , „ I
74d11'39" E
C _
.&E N -WETLANDS y, ,�. ,,, - �, N 85 16 61. 43' \ v' 20. 28'
47 ly W W W W W W - I M P AC W W W `�' W Y \ •L W
/7. • s E
W W WLY •Y W W W
61 Y •Y Y W �W W J // / r i r
2 •06'38" E' 0•, W-
W 936.40 89• - '37"W 27.-. - cX
rx '•55 00 1'iB^o - _ rM- r-
'
MEME
MEEME
IS 67.0 1,55 E
S 89.4.42.55'6 N �4
4122.©7'
70210.92N
I
- -
1
364.45 '
E % t •
$ 1-
• 0 277. � ' - - - E G I N �' . z I ° � � 22 3534„
— ,., • -_ _ _ ,-`" c{22 � OND CO TRIBUTORY r' 19.86' - -- .
AREA
ACT / r I
( ) I I �t w OFF -SITE
- � TY
30•H0PE _ I ` EXISTING BUA = 4
DRAINAGE AREA
- i i' I , I� E 96 SF
PE CB 20A
CB 12 -- __ _---�
II / CB 13 CB ?4�O -- - -- IMPAC I
Q /
3g,o ts
ROADWAYAREA ^, I �1 '�; t
c IMPACT D INTERMITTANT OUTSIDE LOTS WITHIN BD
it 4MPACTED I TERMITTANT
� - � ca •s � � I � ,' STREAM (fermi 5AW-201A-02132) PROPOSED BUA = 105,255 SF
STREAM (Permit # SA-2019-02132)
- I .
h
k _ I Tract 1 to have
ROPOSED LOT 8 '
SF ,,, �� PROPOSED LOT 7 ; I a / w ��/ c� 1 T�SY V TER F RMGE) ; \ I stand alone
7,608.67 S _ I
FU URE BUA - 33,326 SF Z � 59,882.13 SF TOTAL % z o L EA \ 1
/ o i lNI/EST ENTS, LLC ; ; ; stormwater devic
FUTURE BUA = 4. PROPOSED LOT 6 (0 DB 42 6, PG�499 I ;
o PROPOSED LOT 5 °' RICH NOS HWY o
r ; - 48,199.38SFTOTA a I y N Not part of this dl
' w I o 42, 662.05 S TO TA
/ ,� ! I FUTURE BUA = 33,74 SF w I USE. VACANT IPill
/ o / rr �, f a FUTURE BUA 29,863 SF o PROPOS D LOT 2 \ ZON D: C-2 �,\_� ,o I
/ O- l r �' i n 46,287.89 F TOTAL \� �� L ii ,
rr l rr ' w I I / FUTURE BU = 32,402 SF \�
ROADWAYAREA
OUTSIDE LOTS WITHIN BDY o ' ` - / \� CONTROL POINT
s• / / / - 4 - - - - - - - - - - - - �' / / - < --- E=2, 435, 443.6859'
/r /
PROPOSED BUA = 4,459 SF I I ELEV =42. 17 �► I la
:P� ' �� i .. .� OND CONTRIBU RY ..
P PROP ;- �h.. .r. r p+ � � AREA (TYP)an
o J+ I O
4 h r► / - -
PRO I 1 `C PP
ROP
_ Cl 31 I / )(o�idd
PROP 132 32 / yI \ ` _r7_ ,J • 9 -
all
so - - _ _ _— — — _ ROP NONE _ r 14) a a�Ro nXIMATE - /�------- _
- _ --- _-
-- ---------_ _ C{33 PROP / iTER LlN-
R ' \ 5£ CO 34 / / \ \\ U R ITS C F
MH61 24. URBAN
1
1ST CE / \
RCP {Slia Z N _ -- -_ '• +��+ - - ----- - -- __-- _J �'--- --�-
PP 0 111V
--_ - _ _ _ --- --- - _ - - -
24
CID zx�
- z -
-- -_
— - - - - -- -- -
-
_ ,mm — - -
� N I'
- - - _ —d -�
-�.■--
-------- - - - - -
- - - - - - - - - _--- - - - - - - =------------APPROX. 6" PVC WATER LINE _-_____--------- I _ — — — — ' — APPROXIMATE 6" oil
-----------------
I PVC WATER LINE '-
FLS--------------- �- -�/ ' ---------- ��.����. �('¢------------
P,,,o/ - -- - -- -_ __ I
— - - - - - - - - - - _ �\ �` ii1 a� ----- IDS-HW Y 2 S8 / N H W Y 2 r - -1-- - - �� - - - ROADWAYAREA D W A Y A R E A - - a� % `uP 3� 11 - I I - - — - - ----------
O CONTROL POINT, c� _ _ `O PUBLIC R/W (WIDTH VARIES) - � � �; � � ` I'
WITHIN R/W N=418,325.9013 ROADWAYAREA
PROPOSED BUA = 5,134 SF E=2,435,441.sos4' WITHIN R/W
ELEV.=36.57' i ROADWAYAREA PROPOSED BUA = 3,791 SF I WITHIN R/W
t #1 io i t PROPOSED BL-A = 308 SF I 1 I r----�r-----------
1� I 1 1 � , � j
.s of Contributory area I i" I i i i L-----------i /t I
1 r � I t 1 1 1
37 Acres) i i II h 1 ---- I '
r � i i ; i t
I t 1 I 1 l i i 1 I L--- / I r
I 1 i 1 I I
1 1 I I I I
l 1 I I I ! f I
L------
1 1 I 1 i t L------J
'v
-
�
Contact the North Carolina One Call Center i II I l I
-800-632-4949
t ,
1 : prior to doing any digging. (1 )
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
CARO
-Q SEAL = _
Revisions
07/22/2020 Revise plan per NCDEQ
comments.
10/27/2020 Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Enlarged
Post —Development
SCM Contributory
Area Exhibit
Date
January 17, 2020
Scale
Sheet
BY:
2 of 3

N 07.02'19" E 1 f If
30.19' I 1 j'
► ► /
I % I
39.0
' i � 40.0 /
N
0702'19 E 2 3.18! 410
&A�ammmm mum
& EUGENE
� N 10°07' 41.0 z
AYLOR \� 41 E 120.75
?67, PG 203 1 1
FORKC RD 1►� N ''a
VACANT�9 •�, _ `
E
N 76.1850"
202.58' 1 ,%► I ��\
/
OFF -SITE 1 „�1 o j \ ti \ _ -•,
DRAINAGE AREA #1
TOTAL AREA = 6,847 SF
EXISTING BUA = 3,574 SF ►
/
/
1
N 64.20'41 " EJ - I i
49.54' 1
If
b 1
S�YLV S 1NV,`S-1MEN1S, LLC;.
186
MB 6, PG 36
♦`>slAPrrc sPi,LE
♦ ♦� � -_ - � tar zao• 3Oo'
♦ `� > \ FF-SITE
♦ �� DRAINAGE AREA
DITCH � = 0 RON-CONTRIB TO POND
/ ♦ �))))) \ TOTAL AREA = 251,013 SF
�~ AREA (TCONTRIBUTORY ) �) mft RIVE BASIN - WHiT-EOAK
qu 4 �� 81,162 SF )))) )) l -----
\ '')))),�)))))
N ` - `� .�s
h
s`3�:38 39.8 I, \ \ \- �! \ _ , co NOS• 12
F '�\ �
N
TRACT - 3 (NO CHAN�f
_ i \
SYLVESTER FARM
\ \ 39.6 \\ `\ INVESTMENTS, LLC-
\ � � DB 4223 PG r 5 - ,41
_
RICHLANDS H
USE: VACANT ,
1
OFF -SITE \ \ \\ ZONED: C-2 S 13-51'05"
DRAINAGE AREA #4 ,, F - �--37--_ " -
- " \ ` 56.85'
TOTAL AREA = 249,419 SF S 09'34'19"
FUTURE BUA = 112,385 SF = \ �� \ \_ 1 �� ' 100 '
112,570SF -
\ TRACT
SYL
INVE
\ \
ROADWAYAREA RIC
WITHIN R/W til ►I 1 CR 12W`�� W W W W V
'OSED BUA = 1,436 SF _ �► � 1 ► 1 oo. - _ \ \,. \ \\\ , \ \ ~ ?O.3 38.6 1
X \ W W W W W W W W
rW W W W W W
ARC - 9.27'..r—
► it _— �► �/ 1 / PROP
► / ► \ cs , IN a rx z \ \ \ \ I H 14°52 61.06'38" E W W
- PROPOSE) \ �\ \ h 36.40' W W W
1 \ 41
NOT
�pq
_ _ \ ►Q P R \ S 89.43' 15" W W W W
__ __ ►► 11I� / /N` FES070 _ - `- 24'HDP7 TLANDOVER p W v
_ - - 0
-JJ 11 / � ► 1 \ PROP VELOCITY „ r o � 1 10.92'
►1 It / PROPOSED LOT 12 - -- - DISSIPATOR I� •L9.1 M OP j% CBEX
2 '_ _~� 1 r CBx. -
►1 364.45'
54,934.03 SF TOTAL 5
11 j • _. _ _
►► 1 FUTURE BUA = 38,454 SF FEStDPE
II 4 z
►1 ►► ► % - ROP VELOCITY / H
11 11 I ► — — OISSIPATOR / x
1 ,
1j ii ; 1 / i h r► c B „
— _—
It I1 I ► l J PHASE 1 P OP ROP
CREDIT
/ ,= eo — ..
/ L ce a1 - - _ - a
EXISTING
PG 909 I ' t� I ' ---- STORMWATER�/�, /' / 1 SI ESTER FARM IN V TMENTS, LLC. CB12 CB,3 -
_ORKC RD 1 /I l o IMPOUNDMENT , \ /Q�' , I DB 4223, P 186
UNION l / ► I NP 29.10 4/ I , MB 6 PG 36 /
r
a , IMPACTED I TERMITTANT � / EX ,
G ►I l CONTROL POINT \' - - - %%' I , ' / STREAM (Permit#SA-2019-02132) ce,s
C,\ N=417,306.9718' - - / PROPOSED OT I w I I - - - - "
► E=2,435,289.5595' �1 _ l i�LO �11 D // 1 45,608.28 SF TOTAL
► / 1 A , ELEV.=33.65' , ,, L / �' FUTURE BUA - 31,926 SF � PROPOSED LOT 9 �'
► jG I _\�_ \ f ,r ROP/ 4S 08.28 SF / I Il q /1 ROPOSED LOT 8 i
` - \ - - - - - - - - - ,, _ / 147 AC \ ` q PROPOSED LOT 7 r
Q ► ► G \ W 59971.90 SF TOTAL 7,608.67 SF TOTAL w �'
_-- RISERU \ �� �4 FUTURE BUA = 41,980 SF '
� ► 1 s ,� _ I � I Z ! � 59,882.13 SF TOTAL ,:= -
o+.���, 1 � ��. �. � ` ________ \\ _ o i FU URE BUA = 33,326 SF J �,
�� 0 s \ eo FUTURE BUA = 41,917 SF N I-
Ll PP
_ ' ROA WAYAREA �� //
PP - -aim
` \ 5653.58' OUTSIDE LOTS ITHIN BDY OND CONTRIBUTORY a / i� i
\ ,R`\\ - __- D yEL3>• i. "-- C = 185.72' t ` PROPOSED BU = 3,972 SF AREA (TYP) 0 / I
r
/
Zio ---_ ---- EiP - ----- -
___ ------__-_-- -- ----- 001-- _ - — BEGIN
!OP 1 �
� ' ROADWAY AREA
_ mumm OUTSIDE LOTS WITHIN BD '
y L - _ --------___-_ 3► - _ - o - -- - _ \-_- - - - — — - - - � - - -- - - - - - - - -- _ - =_-- _ C p -. / = 4,459 SF
— —
Mama
Bf-
_ — — -
- --`- Z ----- ------ ----- _- _ - - - - - P P PROP
�i
PROPOSED BUA
- - - - - - 24' -- - PROP
-!CP __ — — — — — — — — — - - - - - - - __ - PROP `� CB 31
--- _ ---- ---- __ -� 4h r►
ESOP _ ` _ FES 30
1 _ - - - - - — —
_ - -�_ ----- 1' --
---_ - - Ir - - - - - — — — — — — — _ -
F 60
--_. ----_- -a- _ r 1
ic - - - - -
u i APPROX.— — --- — .—. R c P
6' PVC WATER ------ d — — -�- ----- -- ----- — - - - - -
RCP � SIGN
24• � ti N
— .
-- -----------
11 ► _ Lu r ___-7 --- r ----- — "411 � —
u 2 _ r — _ ----- �1 — — — I —
G� i PP I - ' ---------------------------C — -- — --- -- -- , -
--- - - j--
— o
WATER
I 3 i Us' -A ROAD iIPAY AREA _
Q. 'r 'r p�LICR�8I1vC- � _ - _ _ _ W ITAIN R!W __-_- ----------------__-- APPROX. 6' PVC WATER UNE - - 18y PROPOSED BUA = 4,342 SF \
�o ► `�j �_ _ FES -- --------__ 7
,zIr r
----------------- -- -�-��
if
b, 1 POINT # 1 ROADWAY AREA r r
CONTROL POINT
I { I ROAD WAY_AREA WITHIN R/W E=2,435,441.6064'
PROPOSED BUA = 5,134 SF '
, r r Post-Dev Discharge EXISTING BUA = 71.a09 SF ELEv.=3s.5r
(3011RCP) �
- Point #1 to
' I
ffOOL
Limits of Contributory area
I
r
(33.37 Acres)
I r
r
r
I 1 ► RICHLANDS PRIMARY SCHOOL I I I I
\ i ' ONSLOW COUNTY BOARD i I
OF EDUCATION I 1 1 � 1
ul
DB 3603, PG 658
1w 1
\ r r 7444 RICHLANDS HWY
11 jI
USE. SCHOOL
C'entact the i orth arolina One Cull Center 1 1
I� 'I
nrlor to l doi f tg any (digging. (1-800-632-4949)
R O P ci`\ \\
r D174 = 2 00'IF
ARC = 9.27' \ \
i
-
` N 13y ; PROP
ROP �` 234 E 3 MH 71A
- `^CB 73 �— Q229�
KIM
i
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
k CA / O �'',
` E t • �� '1.11
8S p
SEAL
IN
MCC
Revisions
07/22/2020 Revise plan per NCDEQ
comments.
10/27/2020 Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Enlarged
Post —Development
SCM Contributory
Area Exhibit
Date
January 17, 2020
Scale
Sheet
BY: -
3 of 3

KTORM DRAINAGE, PIPE. ('.HART
QTnRM DRAINAGE. PIPE. CHART
#
SIZE & TYPE
ELEVATION
N. INV =41.19'
P-5
18" RCP
S. INV.=37.66'
W. INV.=37.37'
P-6
30" RCP
E. INV.=37.00'
W INV. =37.81'
P-7
18" RCP
E. INV. =37.71 '
N. INV =37.79'
P-8
15" RCP
S. INV.=35.78'
W INV.=35.78'
P-9
15" RCP
E. INV.=36.10'
W INV =35.72'
P-10
15" RCP
E. INV.=35.12'
P-11
15" RCP
N.E. INV =35.10'
S. W. INV.=34.75'
W INV. =31. 61 '
P-12
24" RCP
E. INV.=33.53'
W. INV. =33.03'
P-13
6" PVC
E. INV.=34.37'
W INV.=30.29'
P-14
24" RCP
E. INV. =31.91 '
N. INV. =28.61 '
P-15
30 " CMP
S. INV.=28.30'
N. INV.=28.23'
P-16
30" RCP
S. INV.=28.19'
P-17
66" CUP
N. INV.=30.48'
S. INV.=29.35'
W INV.=27.37'
P-18
24" RCP
E. INV. =25.84'
1
1
I
r
r
r
1 �
r ;
,
1 , 1
,
,
,k
t � ,
1 I ;
I 1
/
1 lI
I ,'I
r
I ' I %
i i I
N 0702'19`
30.19,
I ;
39.0
1 i
ULUE EUGENE / I
TAYLOR
OR 1267, PG 203 1
KOONCE FORKC RD
USE. VACANT
N 6420'41' E-1
49.54' ! -
_�_-__
f UI' it
I 9
1 ROADWAYARE'A
WITHINRIW
PROPOSED BUA = 1,416 SF
-'"i vl ;
_----;,^ 1JI I 1
1 '
,
NAVY FEDERAL CR£D? �� I} /('
UNION
1 DB 4716, PG 909
113 KOONCE FORKC RD p
USE.• CRED(T UNION l
'LANDS PRIMARYSCH001
;LOW COUNTY BOARD
OF EDUC47ION
08 3603, PG 656
44 RICHLANDS HWY
USE SCHOOL
P-25
15" RCP
S. W. INV. =41.41 '
N.E. INV.=41.32'
P-26
15" RCP
N. INV.=43.46'
S. INV.=41.25'
P-27
15" RCP
W. INV.=43.45'
E. INV.=44.39'
P-28
12" RCP
N. INV. =?
S. INV.=43.42'
P-29
24 " RCP
W INV. = ?
E. INV.=43.70'
P-30
15" RCP
N.E. INV.=?
S. W. INV.=44.74'
P-31
12'" RCP
S.E. INV.=?
N.W. INV.=43.73'
P-32
15" RCP
S.E. INV.=44.72'
N. W. INV.=34.99'
P-33
15" RCP
S. W. INV.=34.99'
N. E. INV.=35.28'
P-34
15" RCP
N. W. INV.=35.34'
S.E. INV.=35.70'
P-35
15" RCP
S. INV.=35.49'
N. INV.=36.63'
P-36
8" VCP
W. INV. =30.99'
E. INV. =32. 17'
W. INV. =32.17'
P-37
8" VCP
E. INV.=33.27'
/
/
/
/
/
/
/
/
/
GFt
i
A/ �1
9
STORM DRAINAGE
STRUCTURE CHART
#
ELEVATION
CB-5
TOC=45.19'
CB-6
TOC=43.41 '
CB-7
TOC=41.69'
CB-8
TOC=40.32'
DI-9
TOP=39.25'
CB-10
TOC=38.79'
DI-11
TOP=33.63'
CB-23
TOC=47.74'
JB-24
TOP=47.90'
DI-25
TOP=46.81 '
DI-26
TOP=48.44'
CB-27
TOC=38.53'
CB-28
TOC=38.89'
MH-29
TOP=36.21 '
Point #1
Li i ontributory area
(33.37 A -Grey_
LEGEND
R/W =
RIGHT-OF-WAY
CIL =
CENTERLINE
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
=
SIGN
S =
SIGN
ERWD =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
SYLVES7ER FARM INVESTMENTS LLC.
UB 4223, PG 186
MB 6, PG 36
OFF -SITE
Sylvester Development
NC 24
Richlands, North Carolina
Stoimvate r Run -Off Point Data
Post -Development Conditions :
02i0-1 2020
Point
Impervious
'-Managed 'Managed Jlanaged
R'ooded
Total (Ac) 1W 2' 300•
#
(Road +Lots)
(Shoulder) (Grassed) Field
Pond
11.53
000 11.39 0.00
0.00
22.92
Renrainnrg
2.18
3.83 0.00 1.86
2.58
10.45 1 1 eH 1-1000 FT
11 Total
13.71
3.83 11.39 1.86
2.58
33.37
Point #
CST
See spreadsheet this report for CN calculation
Pond
69
Remaining
52
RIVER BASIN = WHITE OAK
33.70 Min Tiule of Concentration same for both pre & post
Note: For these calculations. impervious area on lots based on 800o.
Post-Develo
ment Conditions
Point
1 Year
2 Year
5 year
10 vear
25 vear
100 rear
#
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
Pond
1.50
2.09
11.59
31.46
62.57
119.09
Remairnu12
0.63
2.06
1 6.22
1 11.07
1 19.85
1 38.83
Pt 1 Total
2.13
4.15
1 17.81
1 42.53
1 82.42
1 157.92
\
1
1
I
1
1
/
r
/
r
r
r
f
!
/
f
r
t
7
r '
1
!
/
I
/
1
r
r
/
r
/
r
r
I
!
!
r
r
1
`
r`
1
f
!
a
/
1
�
r
/
r
!
r
P
MW
i 1 I
1 1
I I I
1 1 I1 1
f
1� 1
o Z 1
03.2'12' E I
11.00'
I I
I i -
I
J- OFF -SITE I
DRAINAGE AREA 12
TOTAL AREA = 5,574 SF I
1 � -� E7►ST►NG RUA = 1,737 SF
1l 1 i PROPOSED RUA = 764 SF
1
11
I ; I 84*35'04. E I
38 65' f
i
1 ,
74d1139' E I
20.26'
6T01'55' E
1 _ _
22*55 34 - - -
�-
i If OFF -SITE I
DRAINAGE I REA
,
Iy dIST►NG ROA = If65F I
,
I
Tract 1 to have f
i stand alone I
stormwater device. i
Not part of this design.
€I I
50'PoeLIC R/W
__. PETE JON�S ,1.
I
I
I
I I
1
1
1
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
10/27/2020 Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Post -Development
Non -Contributory to SCM
Runoff Exhibit
Date
January 17, 2020
Scale
)1 )
1 = 100 F_CEIVE
OCT 2 9 2070
Sheet �fv
BY:�
1 of 1

_ I
Mail + M n� # �.,. i c ocfed Total _..
c
i I
---
i
::'
s
i
I
1 ,
I
point 1( i' •at 10 -ear 25 year 100 near
(cfs) t, } (c fs }
1 f fir '3077 49.42 146-33
� nw�ss5�nnasxnnserenuwaw��aur Annsee�ms�� �� �� `'�� - -
Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
Central Property Location:
LAT: 34.890797
LONG: 77.548594
Sylvester Street Entrance:
LAT: 34.894011
LONG: 77.548978
Koonce Fork Road Entrance:
LAT: 34.888039
LONG: 77.549394
FINANCIALLY RESPONSIBLE CONTACT:
ELY J. PERRY, III
252-523-5107
No floodplain located on site per
F I RM MAP #3720172000J & 3720172100J
dated May 2, 2006
Sylvester Devepment
07/22/2020
NC 24
Richlands, North Irolina
;<g
Lot Impervious An Allocation
Lot Tota Impervious
Impervious
# Area la Area (sf)
%
k
2 46287.J 32402
70.00°i5
5 42662.ii 29863
70.00%
6 48199.3 33740
70.00%
7 59882.3 41917
70.00%
8 47608.e 33326
70.00%
9 59971.9 41980
70.00%
10 45608.3 31926
70.00%
is
11 51845.3 0
0.00%
12 54934,B 38454
70.00%
Off -Site
1 6847.0 3574
52.20%
2 5574.0 3501
62.81%
"
3 172567.0 0
0.00%
111
4 249419.0 112385
45.06%
Impervious Note:
All impervious areas sown above are
contributory to the
proposed SCM on thee plans. The lot
impervious areas and off-
°
site area #4 imperviou area are also recorded
in Deed
Restrictions
a
e
GRAPHIC SCALE
0' 100' 200' 'W'
(IN FEET)
1 INCH = 100 FT
' I _._._.
i TROY & DAL E i I �' ' , I
iI M3536, PG 55 I 2 PRLEC SES, C I 1 •'.
} USE VACANr i 109 SYLVESTER ST
ZONED, C-1 i USE O MERCLAL II INVE WEED LLC
DB 1983 PG 62 i
8201 RICHLANDS HWY
I .I USE: POST OFFICE i ZONED: C-2 1 1
ao nWMR ST.i I
p
Sy4VES7ER Sr.
RIW
rl-r- --- --.
rr-4�o.,useae ,J � '-
INSIDE aTY z�,x��ateasu
LIMITS
NSIDE CITY
TRACT I LIMI
SYLTEROUTSIDE CITY INVSSTA,IEMS uC EI
LIMITS kii OB 4286, PG 499i I
° RICHLANDS HWY ,
SYLVESTER FARM INVESTMENTS, LLC. PO ... USE.
VACANT
OB 4286, 499 ZONED: C-2 Phase 1 - I
AIB 6, PG 36 I i
WDODSOH ST
r
WIDTH PUBLIC
3
y
� �� � r� �s� � � aa31 s `• ' I I
_ INSDE CITY UMITs
OUTSIDE CITY LIMITS
Ii I
% INSIDE CITY
f LIMITS
Phase 1
K'
a TRACT 4 �; ��� I' h � ONSLOW COUNTY BOARD
a SYLVESTER FARM f OF EDUCATION
�,r?o INVESTMENTS, LLC �� � 1 a s �� DB 3603 PO 706
DB 4213, PG 201 �'� a 2 �, a � i m ' � , 8100 RICHLANDS HWY
i RICHLANDS HWY USE., SCHOOL
OUTSIDE CITY USE: VACANT
LIMITS ZONED: C-2 a R� RICNL!k�
4m� -
I j INSIDE CITY
LIMITS
�r
I WS�ENTS�LLc CITY LIMITS
DB 4223, PG 186
138 KOONCE FORK RD ) TRACT 3 �'g a s a I RICHLANDS I-H CHOOL
USE: VACANT SYLVESTER FARM
ZONED: B-1 INVESANENTS, LLC
J DB 4223, PG 195
/RICHLANDS HWY USE.
1 Phase 1
E,11
a a t OW COUNTY BOARD
y I 1 OF EDUCATION
93 ( 00 RICHLANDS
PO 706
to
USE' SCHOOL
OUTSIDE as��1
LIMITS s °
OUTSIDE CITY
LIMITS
>
SYLVESTER FARM
1
INVESTMENTS, LLC �
DB 4223, PG 186LLC
138 KOONCE FORK RD OB 4223, Pf, 186
USE VACANT 7 13B KOONCE fORK RD
zoNm: a-r usE uAcwr
ED
IN
a
so-
, G
A
j EUGEN£ &LILLIE TAYLOR I
DB 1267, PG 203Type
KOONCE FORK RD C UNION
USE., VACANT 1 DB 4 16, PG 909
1 IIJ KOONCE FORK RD
1 USE., BANK
'
I�
I
'§
j
"n
Ijl
I
fn
li
yy
j
ONSLOW COUNTY BOARD
OF EDUCATON
DB 3603 PG 658
:
i -
i
N
RICHLANDS HWY
USE: VACANT
r
I
I
I
i
- - _ _ _ _ _ V",�. ONSLOW COUNTY BOARD
Nam- OF ETX/CITION
DB 3603, PG 658
t 7444 RICHLANDS HWY
LASE, SCHOOL
i l r
RICHLANDSPRIMARY SCHOOL
SITE DATA - Phase 2
OWNER:
SYLVESTER DEV. 24 EAST DEVELOPMENT, LLC
(SHADED) 108 W. FRANCK STREET
RICHLANDS, NC 28574
REMAINDER SYLVESTER FARM INVESTMENTS, LLC
(NOT SHADED) 108 W. FRANCK STREET
RICHLANDS, NC 28574
REPRESENTATIVE:
ELY PERRY III
PERRY MANAGEMENT, INC
P.O. BOX 1475
KINSTON, NC 28503
SITE ADDRESS:
NC HWY 24 - RICHLANDS, NC
PROJECT ACREAGE:
24.25 Ac.
ZONING:
C-2
CITY LIMITS:
NO - To be Annexed
RIVER BASIN:
WHITE OAK
EXISTING USE:
FARMLAND
PROPOSED USE:
INFRASTRUCTURE
TOTAL DENUDED AREA:
26.54 Ac.
GRADING PERMIT #:
ONSLO-2020-017
USACE PERMIT #: SAW-2019-02132
NUMBER OF LOTS:
EXISTING: 2
PROPOSED: 9
LOT BUILDING SETBACKS:
STREET SIDE: 25'
COMMON LOT LINE: 20'
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
NOTES:
1. HORIZONTAL DATUM IS NAP 8312011.
2. VERTICAL DATUM IS NAVY 88.
J. WATER LINES SHOWN HEREON ARE APPROXIMATE.
4. SOME EXISTING BOUNDARY LINES RUN TO THE CENTERLINE OF THE
ROADS SHOWN HEREON, OR THE PURPOSES OF THIS SURVEY,
ARE SHOWN T
BOUNDARY LINES 0 THE HE R/GHT 0, rVAY.
5. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THIS SURVEY.
6. EXISTANCE OR NONEXISTANC:E OF WETLANDS WAS NOT DETERMINED
AT THE TIME OF THIS SURVEY.
7. ALL CONTROL POINTS ARE PROPOSED IRON STAKES.
AREA OF INFRASTRUCTURE
IMPROVEMENTS & SUBDIVISION
NOTE
ALL CONSTR UCTION MUST BE PERFORMED IN A CCORDAIVCE
WITH CURRENT TOWN OF .RICHLANDS, ONWASA, NCDEQ &
NCDOT STANDARD SPECIFICATIONS AND DETAILS.
SHEET NO.
DESCRIPTION
U5
1
UUVtK
CS
= 2
EXISTING CONDITIONS PLAN
CS
- 3
OVERALL SITE PLAN
CS
- 4
_
_ PH 1 ENLARGED SITE PLAN
CS
- 5
PH 2 ENLARGED SITE PLAN
CS
- 6
_
PH 1 UTILITY PLAN
CS
- 7
_
PH 2 UTILITY PLAN
CS
- 8
OVERALL STORM DRAINAGE -GRADING PLAN
CS -
8A
ENLARGED STORM DRAINAGE -GRADING PLAN
CS -
8B
ENLARGED STORM DRAINAGE -GRADING PLAN
CS
- 9
OVERALL EROSION CONTROL PLAN
CS -
9A
EROSION CONTROL PLAN
CS -
9B
EROSION CONTRO- PLAN
CS -
10
_
SITE & UTILITY DETAILS
CS -
11
UTILITY DETAILS
CS -
12
STORM & EROSION DETAILS
CS -
13
STORM & EROSION DETAILS
CS -
14
SCM DETAILS
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
SEAL
J.
Wvnv �o
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020
Revise Phase 1 & 2 Storm
Drainage and
Storm Chart.
03/16/2020
Revise Phase 1 & 2 Storm
Drainage and
Storm Chart.
03/30/2020
Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020
Revise per ONWASA 2nd
review comments
05/04/2020
Add check dams to clean
water swale,
increase disturbed area to
include clean
water swale.
07/22/2020
Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Cover
APPRONIED
NORTH GA MAN*�MEM �
COMMISSION
-A WWI\
Date
October 14, 2019
Scale
1" = 100'
! ' E I M E
Sheet OCT 2 9 2020
C S -1

STORM
DRAINAGE
PIPE CHART
#
SIZE & TYPE
ELEVATION
P-5
18" RCP
N. INV =41.19'
S INV.=37.66'
;1r1
P-6
JO- RCP
W. INV. =37 37'
E. INV.=37100'
1P-7
18" RCP
W INV L437. 1 '
E. INV. =37.7 '
15" RCP
INV.=37.79'
' t 111
S. INV.=35.78'
P-9
15" RCP
W V=35.78'
7 I`
P-10
15" RCP
W, INV. 5.72'
E. INV. = 12'
l I/
P-T12247,
5" RCP
N.E. INV.=35.
' ;!
S. W. INV. =34.7 '
P-.
RCP
W. INV.=31.61 '
If lr ;
E. INV. = 33.53'
P-13
6' PVC
INV. = 33.03'
E. INV�!q4.37'
�V/
P-14
24 " RCP
W, INV.=30.29'
E. INV. =31.91 '
/ I;' I;
P-15
30" CUP
N. INV.=28.61 '
S. INV.=28.30'
P-16
30" RCP
N. INV.=28.23'
V.=28.19'
PROJE T BOUNDARY FOR
P-17
66" CM
N. INV.=3 . '
OSION CONTROL &
l 7�' I(I
S. INV.=29.35'
STO W ERMITTING
(25.44 AC)
'
P-18
4" RCP
W INV.=27.37'
E. INV.=25.84'
STORMDRAINAGE
STRUCTURE CHART
/
ELEVATIO799
CB-5
TOC=45.19'
CB-6
TOC=43.41 '
CB-7
TOC=41.69'
CB-8
TOC=40.32'
DI-9
TOP=39.25'
CB-
88
D1-11
TOP=33.63'
IIITARY SEWER
SJC'TURE CHART
ELEVATION
-w
M� 1
RI4=46.23'
IN-2
RIM=45.19'
U --3
RIM=45. 69'
W_4
R1M=43.55'
MH-2
TOP=._5.77'
Mk-1
TOP=38.22'
TOP OF SHELF
MI-14
TOP=39.04'
TOS=31.49'
Mti 15
TOP=37.79'
TOS=30.34'
MH-f6
T0P=37.39'
TOS=30.04'
MH-7
TOP=37.61 '
Mf-18
TOP=37. 18'
MI--19
TOP=38. 15'
MH`-20
TOP=37.02'
MH-21
TOP=37.10'
MF-22
TOP=38.07'
4Q.4 NTTA RV :CFWFR PTPF T'AART
#
SIZE & TYPE
ELEVATION
W. INV. =JZ 93'
SS-1
10" MP
E. INV.=36.85'
W. INV.=36.79'
SS-2
10" MP
E. INV.=35.55'
S. INV =40.44'
SS-3
4" PVC
N. INV.=?
W. INV.=35.49'
SS-4
10" PVC
E, INV.=34.25'
N. INV. =2 Z JO'
SS-19
UNKNOWN
S. INV. =?
W INV.=26.04'
SS-20
UNKNOWN
E. INV. =?
N. INV. =?
SS-21
UNKNOWN
S. INV.=30.99'
N. INV.=JO.95'
SS-22
UNKNOWN
S. INV.=29.79'
N. INV.=29.79'
SS-23
UNKNOWN
S. INV.=29.08'
N.W. INV.=28.99'
SS-24
UNKNOWN
S.E. INV.=?
/ / I
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,�STREAM (VemM SAW 2619-021 21)
I
GRAPHIC SCALE
0' 100, 2OD' W
(IN FEET)
1 INCH - 100 FT
NOTES.
1. HORIZONTAL DATUM IS NAD 8312011.
2. VERTICAL DATUM IS NAVD 88.
J. WATER LINES SHOWN HEREON ARE APPROXIMATE.
4. SOME EXISTING BOUNDARY LINES RUN TO THE CENTERLINE OF THE
ROADS SHOWN HEREON. FOR THE PURPOSES OF THIS SURVEY,
BOUNDARY LINES ARE SHOWN TO THE RIGHT-OF-WAY.
5. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THIS SURVEY.
6. EXISTANCE OR NONEXISTANCE OF WETLANDS WAS NOT DETERMINED
7. ALL CONTROL POINTS ARE PROPOSED IRON STAKES.
J , I
I I
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-_ ` I IMPACTED INTERMITTANT - "- / / J ND
RICHLAADS HWY � / 'IMPACT
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/ ZONED: ; C-2 1 '
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INV IN - 27.28 )
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INV OUT - 25. -- ..
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427' 1Y P e a-•�-�•-•-•---•--`-'- W-21 Y4-,9 PUBLIC R/W DTH VARIES) NN 14
TOP - 30.04 -'
�,f-rr-�- pA1�FRNA On 'I '`' ' • j ' INV IN - 30.99 (N)
1 1 I IN((V OUT - 3MOS ,
• „,� �� , INVIN-31.10 E)
1 i I I 1
5
I PROJECT BOUNDARY FOR
I I I EROSION CONTROL & ► T I I ❑
I I STORMWATER PERMITTING II ' It I ONSLOW COUNTY BOARD I I I I
(25.44 AC) O I ` II OF EDUCATION
DB 3603, PG 706 I
8100 RICHLANDS HWY I
USE, SCHOOL I i
RICHLANDS HIGH SCHOOL
ONSLOW COUNTY BQARD I I} I r - -
I of mucAnoN I I I - - - - - - - - p I
OR 360.T, PO 706
8100 RICHLANDS HWY
USE. SCHOOL
i LEGEND
i I ao I
R/W =RIGHT-OF-WAY ' N;11 ! 'i ;, '"-
OU�,.11CIL = CENTERLINE T - 3,6
EP = EDGE OF PAVEMENT ;
I I
EG = EDGE OF GRAVEL
CIG = CURB AND GUTTER
TP = TELEPHONE PEDISTAL
TB
= TELEPHONE BOX
i FOCM
= FIBER OPTIC CABLE MARKER
' DI
= DROP INLET
CB
= CATCH BASIN
- =
SIGN
S =
SIGN
I ERWD =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
NIF =
NOW OR FORMERLY
LEGEND
EX. SANITARY SEWER
__SS -SS _____SS -
EX. STORM DRAINAGE
_-_---__
EX. WATERLINE
-W-w-W-
EX. SANITARY SEWER MANHOLE O
EX. MANHOLE
EX. CATCH BASIN
ww
PROP. STORM DRAINAGE
PROP. WATERLINE
-w-w-w-
PROP. SANITARY SEWER
-ss-ss-
PROP. CATCH BASIN
PROP. YARD INLET
PROP. JUNCTION BOX
PROP. HEAD WALL
PROP. FLARED END SEC7ION
PROP. HYDRANT ASSEMBLY
p4
PROP. GATE VALVE IN MANHOLE e
PROP. BLOW -OFF ASSEMBLY
F,�p
G�
UNDERGROUND GAS
E�
UNDERGROUND ELECTRIC
UNDERGROUND 7R PHONE
T /
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A � I
TI I I 1
I RLEC ENTERPRISES, LLC I
i DB 2764, PG 276
I (n 109 SYLVESIER ST I
USE: COMMERCIAL
i ZONED: C-2 j
V
ROJECT BOUNDARY FOR
EROSION CONTROL & I
" STORMWATER PERMITTING
I (24.25 AC) i
SATKIES I
IMISTMEN/S, LLC
DB 1983, PG 62 i
8201 RICHLANIDS HWY
USE POST OFFICE
ZONED: C-2
I
I _IR
I I
I I
' I I 1
I
L
I
I
CURVE TABLE
CURVE
DE
TA ANGLE
RADIUS
ARC ENGTH
TANGENT
CHORD BEARING
CHORD DISTANCE
C- 1
°30'14"
2965.57'
28 .88'
142.55'
S 04°40'25" E
284.77'
C-2
0*06,08"
500.00'
17 .43'
88.62'
N 07°57'05" W
174.53'
C-3
93°29'20"
25.00'
4 .79'
26.57'
N 48°50'39" E
36.42'
C-4
4°51 '51 "
2965.57'
251.76'
125.96'
S 00°30'38" W
257.69'
C-5
0° 13'04 "
2970.00'
1 7.29'
5.65'
N 03°03'06" E
1 1.29'
C-6
13° 12' 13"
570, 00'
I31.35'
65.97'
N 03°39'32" W
131, 06'
C-7
14°2354"
570.00'
743.24'
72.00'
N 77°27'36" W
142.86'
C-8
26°4532"
560.00'
261.54'
133.20'
N 1 I ° 16'47" W
259, 17'
C-9
86°30'40"
25.00'
37.75'
23.52'
N 41 °0927 " W
34.26'
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
�H CAIQO�
•.� SEAL
J. MCG
oyr ftmo
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/16/2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/30/2020
Relocate
Prop. MH 1 behind
existing 6" forcemain
per ONWASA.
04/24/2020
Revise
per ONWASA 2nd
review comments
07/22/2020
Revise
plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Existing Conditions Plan
Date
October 14, 2019
Scale
1 " = 100'
ECFIVED
Sheet
CS

I Ij 1
I / it
,
HC RAMP NOTE: If 1. HORIZONTAL DATUM IS NAD 8312011.
ALL PROPOSED RAMPS SHALL MEET THE CURRENT NC BUI Dj 2. VERTICAL DATUM IS NAVD 88.
CODE AND ICC/ANSI A117.1-2009 FOR SLOPE (MAX 1:12), L6J. WATER LINES SHOWN HEREON ARE APPROXIMATE.
4. SOME EXISTING BOUNDARY LINES RUN TO THE CENTERLINE OF THE
(6 FEET WITHOUT HANDRAILS), WIDTH 4', AND A 4'x4' (MIN)91�1'F,1.
I�' ROADS SHOWN HEREON, FOR THE PURPOSES OF THIS SURVEY,
F;,LANDING NOT EXCEEDING 2% SLOPE AT THE TOP OF THBOUNDARY LINES ARE SHOWN TO THE RIGHT—OF—WAY.
/ ! % 5 ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THIS SURVEY.
6 EXISTANCE OR NONEXISTANCE OF WETLANDS WAS NOT DETERMINED
'
RAMP AT THE TIME OF THIS SURVEY.
TYPICAL RAMP W/ LANDING ' % I l 1. ALL CONTROL POINTS ARE PROPOSED IRON STAKES.
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
/ — UTILITY WARNING — o N DETAILS.
THE UNDERGROUND UTILITIES SHOWN HAVE $UTILITIES
LOCATED 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
FROM FIELD SURVEY INFORMATION AND EXISDRAWINGS.UTILITIES.
THE SURVEYOR MAKES NO GUARANTEE THALUNDER-
GROUND UTILITIES SHOWN COMPRISE ALL S6 3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE 4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
SURVEYOR FURTHER DOES NOT WARRANT ThIAT THE
UNDERGROUND UTILITIES SHOWN ARE IN TH EXACT 5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
LOCATION INDICATED ALTHOUGH HE DOES RTIFY THAT CONTRACTOR UPON THEIR REQUEST.
THEY ARE LOCATED AS ACCURATELY AS P SIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT 6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
PHYSICALLY LOCATED THE UNDERGROUND PTILITIES. EAST, PLLC.
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
,
I / ,
ZONED �
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LILLIE & EUGENE r _
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USE: VACANT ,
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r /
75 I 15,
i TAPER f�•�.
BAY TAPER ram;
,
,
50
STORAGE
I h --iF
� 1
NAVY FEDERAL CREDIT I C II
' UNION ) II , 111 I
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I 113 KOONCE FORKC RD
USE. CREDIT UNION
COMROY. Paw
N-417.JM9718' Art
ElEV.-,1�83' 1A
/j a 1
PP
RICHLANDS PRIM
ONSLOW COUNTY
OF EDUCATIC
DB 3603, PG
7444 RICHLANDS
USE., SCHOC
11 - 26010'
�— SIGN
"- 39.2r
j �R - 25.00,
/ ARC - 39.2r
110'
STORAGE
—75'
BAY TAPER
PROPOSED
LOT12
54,934.03 SF
1.261 AC (TOTAL)
1.073 AC EXCL. EASEMENT
STORAGE
SYLVESTER FARM INVESTMENTS, LLC.
D MB B PG366
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2
2 as'18
INVESTMENTS, LLC
DB 4223, PG 195
=
RICHLANDS HWY
I
m
USE. VACANT
TRACT 4 (NO CHANGE)
ROSS HATCHING DESIGNATES
} o
ZONED: C-2
SYLVESTER FARM
AREA OF 4 PARCELS CREATED
I ti
INV STWE of
\M`;
BY THESE PLANS.
RICHLANDS HWYUSE. VACANT
'
60'pS
LIC
PROP�v
p
ro iu
� .�
F ZONED: C-2
SED rT 67',,
W
00
TIE TO PHASE }�\\\
ROADWAY
.
FOREBAY
R = 3Qi0.00
.VAC - 15389'
R -
ARC
S 8"I'14" E
17.=:
STCOMATER
FPOI.�[ACHT 1
ARC 99.0
ik
PROPOSED LOT11 PROPOSED51845.53 190ACF 45,608.28 SF
SCMACCESS& LOTIO ' I-047AC��
MALVTENANCE EASEMENT 10 O
44ib�
'ON�As_,,,, C ,
R - 5651W
Y1C - X.Km' ARC - 18S72' S 870343" £
--- ------ ----- )0754_- I
ARC - 3dffi' j11'A
- 3030.=0'
8f'31'14' E ARC - 22173'
1 17.00'
1
- 97000'
I ARC - 9.7.81'
1
av cso PROPOSED
LOT 9
59971.90 SF
1.377AC
S 870J'43" E
10754'
- 885SS8'
AIIC - 9578•
R - 3030.00'
AFC - 1249'
60'
EX577IVG
LOT8
47.60H67SF
1.093 AC
. .....
02'5634" E � „ ,.osrovsan
' mow
J64 45'
N 02'56 ;i4' E SIN o-
hi
U
1
,n I�
m /
5IN
LEGEND
R/W =
RIGHT—OF—WAY
CIL =
CENTERLINE
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
— =
SIGN
S =
SIGN
ERWD =
EXISTING RIGHT—OF—WAY DISK
EIS =
EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN —OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CUP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
•T =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R=RI
N/F =
NOW OR FORMERLY
ZONED R _10 _
ZONED C-2
SYLVESTER FARM INVESTMENTS, LLC.
DB 4286, PG 499
MB 6, PG 36
R - 8=0 OW
ARC - M09'
R-6X00'
ARC - 10alr
'R - 25,00'
R - 2500
(
ARC - 39.2r
- 830.00'
"c AFC - ��'
i
R - Bd0.00
ARC - 158.4r
,w,
�:.
ARC-44.86'
eaow
E
-
m�I ue
ROPOSED
IN I RIGHT OUT
LOT
W
.
RIGHT
59,882.13 SF
ang
1.375 AC
EXISTING
J
;SING
o ;LOT�G
3
48 99.38 SF
1.106AC
o
LOTSlL,,
A
46,287.89 SF
o
O
426629ACF
O
1.063 AC
�°�-°N
a
OLD rn4CT 2
&
24 EAST
a
DEVELOPMEM LLC
PHASE I
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5W
TRACT I (NO CHANGE?
YL SVE57ER FARM
/NVE57MENTS, LLC
DB 4286, PG 499
o RICHLANDS HWY
e USE- VACANT
ZONED. C-2
Ri h7IN / RIGHT OUT DB 4880, PG 357
SARV ` oa
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PIP
L1r� VACANT
O = S 0256 77" W ZONED: C-2rPR
Vf _ R -�� '^' € 7 RIGHT NED O�CONIRiDL t
ARC 3 L
W 39.27' = fLEV.-4Z.7r
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17 RIGHT ,-+,.�..�. '� f
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_ _ _ TURN LANE __ _
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__ TURN LANE
Ol,L0.48 N F,tWD (� �
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37 .37'
STORAGE
_�-- --_--_— "�.,_"- _ BAY TAf47t .� _ - - — 150'
STORAGE _
— T_BKiHi _
T:
_ - _ _
_
TURN LANE
_ �� `BAST PER
—_
US - STORAGE TURN LANE
PUBLIC B�NC '-- ---- - - - - - - - - - - _" -_- _. _ --�, _--_—_--�'"_—_---_—��. — _.--
L F _�-
II�y2S � -
I I TPUBLICRIW( ----
GRAPHIC SCALE
0' 100' 200' 300'
(IN FEET)
1 INCH - 100 Fr
I
I1 t I
I
I
I
I TROY & a4RLENE I
FUTRAL
D8 3536, PG 655
i I SYLVESTER AM Sr I
USE. VACANT
s i ZONED: C-2
J I
I 1
L L ,
sir--;
f 1 1
I RLEC ENTERPRISES, LLC I
i DO 2784, PG 276
li I 109 SYLVESTER ST I
i� IISE COMMERC4IL
I
I1 IT I
I= �� I
1 a
WriES
1
� I
I1
I I
I � I
'I I
b I
i
- IAVESTA&I LLC I
11 i DIY 1963E PG 62
=1 RICHLANDS HWY I
I USE. POST OFFICE
' 20HEDI. C-2
,
rr
r4W RIGhT
I I , TIJFii TAA91
50'PUBU'C,,, ,
__�ETEJON SDIU_YE
VARIES)
IfI I----�-
I RICHLANDS PRIMARY SCHOG_ OAeaow cGA vv7r 6aARo I I I 1 ! I
ONSLOW COUN7Y BOARD
OB 3603, 658 1 II OF EXCAT ION
I OF EOIICAT7ON I RICIIIANDSffiGHSCHOOL I I I DB _MO.X PG 706 I I I
8100 RICHWl7SS HWY I I
7444 RICHLANDS HWY ONSYOW cWAf7Y BOARD 1 1 I
I 175E SCHOOUSE: SCHOOL I OF EDUCATION
D8 36G3, PC 706
8100 RICHLANDS HWY
I I USE SCHOOL r.—.—.— b I I
i'I I I
I 1
II i11 I
I '
I 1
I
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
12/11/2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/16/2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/30/2020
Relocate Prop. MH 1 behind
existing 6" forcemain
per ONWASA.
04/24/2020
Revise
per ONWASA 2nd
review comments
07/22/2020
Revise
plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 — Richlands NC
Overall Development Plan
Date
October 14, 2019
Scale
111 = 100'
ontact the North Carolina One Call Center
Nior to doing any digging. (1-800-632-4949)
Sheet
i�
BY:
CS
3

00 o
N CV
� U
PH0POSED STREET 1 ---i" `Hb
N 02°56'34
END ASPHALT &­,," 364 45
_ CURB/GUTTER
0
Z
� N)
OSED
A L�T 8
'08.67 SF
z� .093 AC
h
`J
1 13.26'
_Z S 02*56'17" W
84'
S 07°19'13„
O N
CV
I U
of w
wz
z0
O N
N
ti)
�I
' USE: VACANT
ZONED: C-2 W
p W w W w
O
O w W w w y w
W W W W W W W W w w W w W W W W w
W W w w W w W W w y W W W W y W w y W W y W
W w w W W W W w W w y W y W w W W W W y w W W v
y w . .i' y .i' y y `�' '�' '„ EXISTING
w w W W W W W y y y W WETLANDS y y y y y y y y W W
w W w W w W W y W W w v W w W
w W W W W W W w y y w ROP w W W y
w W W w W W W W W W y w STOP SIGN W W W
& STOP BAR
W W W W W W W y W W W/ INCOMING
w W w w w w W TRAFFIC DOES
NOT STOP SIGN
Y w BELOW
N 02°56'34" E
�.�. —
N 02'56 34'E 218.00 �������
PRO -
STOP SIGN R = 25. 00
& STOP BAR ARC = 39.27' 1
W/ INCOMING
TRAFFIC DOES I
OLD TRACT 2 NOT STOP SIGN
24 AST BELOW
!J� PROP. SIGN 1
DEVELOPMENT, LLC INCOMING TRAFFIC 1
DB 4880, PG 357 DO NOT STOP I
RICHLANDS HWY 1
USE. VACANT
ZONED: C-2 of
CV
PROPOSED U q N�
LOT7
59, 882.13 SF Q
1.375 AC
1
243. 00' 1
e- cnecl
7 S9.513 1
1
R = 25.00' 1
ARC = 39.27'
11 It M
��R = 25.00' v4 `JO J4 t 115.Of'
ARC = 39.27'
R = 630.00'
9� 1 INCOMING TRAFFIC FROM ARC=44.86'
9F I NC 24 DOES NOT STOP
° 1 ROP. 30" C&G
�, (TYP)
184.90' w
t_ rn
� to
PROPOSED
N
POP. 18"MEDIAN LOT 6 0
^ &G ;TYP) 48,199.38 SF -I
p-,
1.107AC LU N
in M
Io 0
IIZ OLD TRACT 2 0 Z
24 EAST a.
7 0' DEVELOPMENT, LLC
JBL/ RR/ Da 4880, PG 357
RICHLANDS HWY
II USE: VACANT
2 I ZONED: C-2
1
0
0
J
1
8" CABO
3" S9.58
G�
dp
630.00'
ARC = 158.47'
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
SYLVESTER FARM INVESTMENTS, LLC.
DB 4286, PG 499
MB 6, PG 36
C SCkE
0' 50' 100' 150'
(IN FEET)
1 INM = 50 FT
41
.�
R = 500.00 `
ARC = 58.09'
R = 630.00'
ARC = 100.17'
Z
w �
V
PROPOSED
z �
PROPOSED
o
LOTS
CN
C
LOT2
v
03
42,662.05 SF
3
46,287.89 SF
0.979 AC
�`„
1.063 AC
c� p
O 00
SIGN
O Z
w
155.00'
145.00'
PROPOSE'
RIGHT IN / RIGHT OUT
60' PUBLIC R1W ET 1
pROPOSED SIRE
PROP. 30" C&G
(TYP)
TRACT 1 (NO CHANGE)
SYLVESTER FARM
INVESTMENTS, LLC
DB 4286, PG 499
RICHLANDS HWY
USE: VACANT
ZONED: C-2
W 262.02 .9 R = 25.00'
CONTROL POINT
ARC = 39.27' APPROXIMATE 6"
N=41B,325.9013 N 0 'S6 34" E
E=2,435,441.6064' j
j R = 2, 965.57' �'
-_-- ELEV.=36.57' 10*0t PVC WATER LINE
---- SIGN �g Rf 378.37 ROP.C&G ARC = 145.28'
-__--
__—_ ' ROP. C&G
--------------'� 48.54' �.
SYLVESTER FARM INVESTMENTS, LLC.
DB 4223, PG 186
MB 6, PG 36
ZONED`
HC RAMP NOTE:
ALL PROPOSED RAMPS SHALL MEET THE CURRENT NC BUILDING
CODE AND ICC/ANSI Al17.1-2009 FOR SLOPE (MAX 1:12), LENGTH
(6 FEET WITHOUT HANDRAILS), WIDTH 4', AND A 4'x4' (MINIMUM)
LANDING NOT EXCEEDING 2% SLOPE AT THE TOP OF THE RAMP.
RAMP TYPICAL RAMP W/ LANDING
WETLANDS WERE DELINEATED AND
FLAGGED BY S&EC PA BOB ZARZECKI.
FLAGS WERE FIELD LOCATED BY
MATRIX EAST, PLLC
w 12 °05
18E
290 00 ,
TRACT 4 (NO CHANGE)
SYLVESTER FARM
INVESTMENTS, LLC
DB 4223, PG 201
RICHLANDS HWY
N 02°05'59 " E
128.78'
CONTROL Pf T-
N=419,452.55 FE'
E=2,435,443 585.9
ELEV.=42 7
f
� I
I I
Io I
t � I
t y I
TROY & DARLENE
I I 1 FUTRAL
y , DB 3536, PG 655
I I I SYLVESTER NAN ST
C USE.- VACANT
ZONED: C-2
I
� I
1
1
s I I
/ -4—Ep
rlI
I
' RLEC ENTERPRISES, LLC
r
! i DB 2764, PG 276
/1 I 109 SYLVESTER ST
I1 USE: COMMERCIAL
1 0 ZONED: C-2
1
1 1
1 v 1
1
I I
r I
I
I
I Its
1 I W
1 I� _
'I
IrV �
1
I !
I' a
BATT,/ES
INVESTMENTS, LLC
DB 1983, PG 62
8201 RICHLANDS HWY
USE POST OFFICE
ZONED: C-2
100' RIGHT
TURN TAPER
PROP.
HC RAMPS
ROP. C&G 9 XO�dd
_...., d
— -----
- RN _V3
—
_ gi
"IV-
- ------------ ---------------� c —— _--
'"" STORAGE --------- - - --
- low TURN LANE — — _ — 12' RIGHT -_ _�-
- -_ --- BAY TAPER — — 50 TURN LANE BAY TAPS "' _ -_ -�
STORAGE _ _ _--- - _-- _---_ A��
ve
------_=-___==------- APPROX. 6" PVC WATER UNE — __ — - �_ — — — -- -- ---_ --_-
---------------------- ------ -' — _ _ _ _ APPROX/MBIE 6" — — - _ ------ _ --
---------- _ ::� i'�A-----------------------�� ��__________--------- PVC WATER LINE ----- ---- ---
-------------------
------
WV(4) _
-- -----
-�r PLBLICRIW (WIDTH VARIES) -------------- �- �_-- i - - l ��__
\ 1 --- 1 ------
RICHLANDS HIGH SCHOOL I '1L
I
ONSLOW COUNTY BOARD \ I I, o
OF EDUCATION \ i o q I I I I ii-
DB 3603, PG 706 I �P, a i I I r-------- I i I I ; --------------i r-----
8100 RICHLANDS HWY b I i i I i i I it t
\I i i 1 Ir----------------------- ----USESCHOOL II L----------- ,'
I
I I L------
----/ I r
ONSLOW COUNTY BOARD I I
� ► I
i OF EDUCATION
DB 3603, PG 706 I I
I I I 8100 RICHLANDS HWY I ( I I 1
I i USE. SCHOOL I I I F I
L-----------
I 1 F
l I I I------� (� I I
1 I
I
NOTE 1 1
l ' c { i
I I
ALL CONSTR UCTION MUST BE PERFORMED INACCORDANCE i I I I �� — UTILITY WARN I NG —t I I
I , II
WITH CURRENT TOWN OF RICHLANDS, ONWASA, NCDEQ & I � � I I i � I � THE FROM FIELD
UTILITIES SHOWN HAVE BEEN LOCATED
I LD SURVEY INFORMATION AND EXISTING DRAWINGS. y h NCDOT STANDARD SPECIFICATIONS AND DETAILS.
I I I I i1 i THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER- �J
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES �V
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE r ,t
I i III y SURVEYOR FURTHER DOES NOT WARRANT THAT THEI
I I UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
1 1 ZT, 2 LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
I , I y THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
Contact the North ,'One Call Center I I I I I o INFORMATION AVAILABLE. THE SURVEYOR HAS NOT 1
1 I rz PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
prior to doing any digging. (1-800-632-4949)
I.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
'CIS► CARO
e��0 OFEss�O.j:z!je-9���
SEAL
J.
c�t��ttlZo
Revisions
12/11/2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA
recommendations.
01 /31 /2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/16/2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/30/2020
Relocate
Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020
Revise
per ONWASA 2nd
review comments
07/22/2020
Revise
plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 — Richlands NC
Ph 1 Enlarged Site Plan
Date
October 14, 2019
Scale
1 " = 50'
EVE
Sheet
Sy.
CS-4

GRAPHIC SCALE
G' 50' 100, 150'
(IN FEET)
1 INCH . 50 FT
SYLVESTER FARM INVE
DB 4223, PC
MB 6, PG
q
i
� a �
t
75' 115'
BAY TAPER / TAPER
HC RAMP NOTE: SITE NOTES:
ALL PROPOSED RAMPS SHALL MEET THE CURRENT NC BUILDING 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
CODE AND ICC/ANSI A117.1-2009 FOR SLOPE (MAX 1:12), LENGTH ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
(6 FEET WITHOUT HANDRAILS), WIDTH 4', AND A 4'x4' (MINIMUM) DETAILS.
LANDING NOT EXCEEDING 2% SLOPE AT THE TOP OF THE RAMP. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES.
RAMP TYPICAL RAMP W/ LANDING 3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
SYLVESTER FARM INVESTMENTS,I LLC. 7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
DB 4223, PG 186
�N MB 6, PG 36
ZONED C-
2 --
-_ NOTE
ALL CONSTR UCTION MUST BE PERFORMED IN A CCORDANCE
WITH CURRENT TOWN OF RICHLANDS, ONWASA, NCDEQ &
NCDOT STANDARD SPECIFICATIONS AND DETAILS.
-- Z
ZONED C_ Q-
2
ti
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
.�` LH CAIQo 4""
:��0'OFE88�o zz����''
SEAL
�. MCG�,P`�.
Revisions
12/11/2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/30/2020 Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020 Revise per ONWASA 2nd
review comments
07/22/2020 Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 — Richlands NC
Ph 2 Enlarged Site Plan
Date
October 14, 2019
Scale
1"=50'
ECEIVE
Sheet P OCT 2 9 2020
i
BY:
CS-5

0
cTnPU nRAINAC.P PIPE. CHART
SIZE & TYPE
ELEVATION
P-5
18" RCP
N. INV.=41.19'
S. INV.=37.66'
W. INV.=37.37'
P-6
JO" RCP
E. INV. =JZ OO'
W. INV.=37.81'
P-7
18" RCP
E. INV. =37.71 '
N. INV.=37.79'
P-8
15" RCP
S. INV.=35.78'
W. INV.=35.78'
P-9
15" RCP
E. INV.=36.10'
W. INV.=35.72'
P-10
15" RCP
E. INV.=35.12'
N.E. INV.=35.10'
P-11
15" RCP
S. W. INV.=34.75'
W. INV. =31.61 '
P-12
24" RCP
E. INV.=33.53'
W. INV.=33.03'
P-13
6" PVC
E. INV.=34.37'
P-14
24 RCP
W. INV.=30.29'
E. INV.=31.91 '
N. INV. =28.61 '
P-15
30" CMP
S. INV.=28.30'
N. INV.=28.23'
P-16
30 RCP
S. INV.=28.19,
N. INV.=30.48'
P-17
66" CMP
S. INV.=29.35'
P-18
24 " RCP
W. INV.=27.37'
E. INV.=25.84'
STORM DRAINAGE
.CTRFTC'TTIRE CHART
#
VATION
F
CB-5=45.19'
CB-6
TOC=43.41 '
CB-7
TOC=41.69'
CB-8
TOC=40.32'
DI-9
TOP=39.25'
CB-10
TOC=38.79'
DI-11
TOP=33.63'
I J
!/
1/
I / /
I39.0 /
/ it
T
L/LLIE & EUGENE
TAYLOR t f
OR 1267, PG 20.i / • /J rl
KOONCE FORKC RV , 9
USE VACANT r )
I 1 T
I
I ROP
DI 74
Y fi
1
�J
1
_ q
\ r
II PROPOSED
1 LOT 12
54,934 03 SF
A14VY FEDERAL CREDIT 1 ) �, I 1»sl % 1.26r AC (TOTAL)
IUNION i I d I _ 'I:073-AGEXCL EASEME
D8 4716, PG 909 ' 1 t I I FGE
113 KOONCE FORKC RD
I USE. CREDIT UNION II I •.' __-.-.----_._.-.._.,_
1 I
I I
(( I
CONTROL PUNT
E Z4•iS,288.5586
r � ETEV.-3�66'
PIP
PP
STORM DRAINAGE NOTE:
FOR STORM DRAINAGE STRUCTURE & PIPE
DESIGN CHART, SEE SHEET CS-19 THIS SET.
NO STOCKPILE LOCATIONS ON SITE
FGE = FINISHED GRADE ELEVATION
SEDIMENT CONTROL LEGEND
RISER BASIN
<\<<
TEMP. DIVERSION BERM/DITCH
CONSTRUCTION ENTRANCE
CHECK DAM
k r
VELOCITY DISSIPATOR
SILT FENCE
-x-x-
TREE PROTECTION FENCE
INLET PROTECTION
i
DENUDED AREA LIMITS
®
SILT BAG INLET PROTECTION
NOTE:
FOR GRADING PLAN ENLARGEMENTS ALONG WITH
EROSION CONTROL, SEE SHEETS CS-9A AND CS-913 THIS
SET. THIS SHEET IS INTENDED AS AN OVERALL
REFERENCE SHEET ONLY.
LEGEND
Ex. SANITARY SEWER _-SS
-SS -as -
Ex. STORM DRAINAGE ========
EX. WATERLINE -Y-W-W-
DL SANITARY SEWER MANHOLE
O
EX MANHOLE
DL CATCH BASIN
wi
PROP. STORM DRAINAGE
PROP. WATERLINE w
w-w-
PROP. SANITARY SEWER-ss-ss-
PROP. CATCH BASIN
PROP. YARD INLET
PROP. JUNCTION BOX
PROP. HEAD WALL
PROP. FLARED END SECTION
PROP. HYDRANT ASSEMBLY
PROP. GATE VALVE IN MANHOLE
e
PROP. BLOW -OFF ASSEMBLY
Iig@p
UNDERGROUND GAS
UNDERGROUND ELECTRIC
i =
T�
UNDERGROUND TELEPHONE
GRAPHIC SCALE
0' 100' 200, 300'
(IN FEET)
1 INCH = 100 FT
RIVER BASIN = WHITE OAK
DENUDED AREA: 26.54 ACRES
LEGEND
R/W =
RIGHT-OF-WAY
CIL =
CENTERLINE
EP =
EDGE OF PAVEMENT
EG =
EDGE OF GRAVEL
C/G =
CURB AND GUTTER
TP =
TELEPHONE PEDISTAL
TB =
TELEPHONE BOX
FOCM =
FIBER OPTIC CABLE MARKER
DI =
DROP INLET
CB =
CATCH BASIN
=
SIGN
S =
SIGN
ERWD =
EXISTING RIGHT-OF-WAY DISK
EIS =
EXISTING IRON STAKE
WM =
WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
MH =
MANHOLE
CO =
CLEAN -OUT
SM =
SEWER MARKER
MP =
METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
FES =
FLARRED END SECTION
INV. =
INVERT
PVC =
PVC PIPE
TOC =
TOP OF CURB
E =
ELECTRICAL LINE
TT =
TRAFFIC SIGNAL LINE
P =
PIPE
GW =
GUY WIRE
PP =
POWER POLE
R =
RAMP
N/F =
NOW OR FORMERLY
i f \
i ROP.PERMANENT \
CLEAN WATER I I
t
t j / DIVERSION SWALE
PROJECT,$OUNDARY FOR-------------------------
ERC (SIGN CONTROL &
STORM1I�fATER PERMITTING j •� /� 5YLVESTER FARM INVESTMENTS, LLC.
(25.44 AC) `�,> )� �/ 1' DB 4223, PG 186
\ , �` \ , MB 6, PG 36J-
/// ROP. LIMITS IT
OF DENUDED
_ 40.0 / / AREA 25.43 AC. �?�� > > j "' /DIVERSION
ROP. PERMANENT \ r �
416 a1.a �'/ `��%)>> ��� /; - - LEAN WATER - --- J1/ \ SYLVESTER I/ INVES711IEN75, LLC. \\ # �\ I \
86 \
41.a�� fir )%; ��� SWALEMB s,ISTURBF T F )) __ \� ROP. PERMANENT
pISTURBA/NCE� T fl,... - �))))))) _ _ _ _ - - -\ \ \ \\ I I
ti ____ � ` CLEAN WATER � I
\'; \\•� `�/may T \\--�_!))))))))))))) _y,! - ___---------- --- DIVERSION SWALE I \I =
39.8
__7777
2.58Aeres Impervious �` OND CONTRIBUTORY 39.8 /' '\I \ 7TtACT FL7'L4%i;E)._ -' - /'` �' ' \ \ l \ 1 . - , - . -
Area Allocated within thu area . AREA (TAft
YP)IM�E'$7AlEl�/jy; ,(1C _ -_- „ - - - -_ 1 .
ontibuto to Wet Detention Po „ /j ! DB 4223,
/ /
SYLVE57ER FARM GE,
\ C
INVESIMEA75 `CLC
39.4 `\ DB,42S PG 201
\��\a--- CHLANDS HWY N)?((
�MH 71A\✓ - s \ J 1 j \•, ��\ - �`� \� ZONED: t=2 + + \.c-'.}/ P 1� osnwwc°Fe i
y\, t ,.y\` \ �� �"---,� \` _ j- ++ 50'VEGETATE � r \ \ \ \\ �39.0 �� � \ � •Y .. �'� SETBACK y ` 1 ii /
rr
' `''s` `' `� +`• i . RFMAWING INTE EALIG ` / I
7
r +.
CB 3;' 38.6
C84 \�
++
++ L +
FEE
PROPVELOC
•
L 11�
CB 22 \ RY i It � •
t � I
c
AREA
i
3 ; CB tt 0 PUBLICR/W / I/ i r
°P PR POSED ` -
' m ce Bt STREET I - -----
STORi1WATTR - ' a 4 3 - - - DB2oA // /1' ROJECT BOUNDARY FOR
�._ • I
NP CB,2 / - 9 I EROSION CONTROL & I
� �IMPOUND1 O?Fi'//� i 1 I 1 / _-- / CB 1e IMP - r '
d-- I �/ B 17 CB 18 �'F'REAM (Pe it�3AW- 019-02132) I //l
, TORMWATER PERMITTIf�G
r / IMPACTED I AptT -' ` r / 75 _.._ ..;,. - -,II r l S
LOT ID 1 I ❑ rr / STREAM (P�^Iti#SAW-2(11 32) -� �� - .1 ,
f rr
r
1 ,-- --- �- hl - / tl
4S.60d_28SP / l 7 i / ii C816
` j/45 �8.28 SP I 1.047AC 113 / PROPOSED--
L047AC I �=�.0 V� i LOTS I r r i rll -' r / i 1
ROP / w r / PHA 1 ��.' i rr- I PHASE 1 i i , 7RACT -.(jy0
R 41 \ \ 59971.90 SF I / / i -s I r-O, / w ( PHAS 1 \
y O I 1.377AC ( i r' / PHASE 1' APPROVED o P SE 1 3 I 24 EAST
286,OPAlL7JT, (1C I
.. _ a I APPR / h -� w {� 1
-_ gip!? PGE=f39.0 / rf h t ! - LOT6 I/ ' 0 I HM9' �� I
r r' 47 67SP / l r r - _ 4$L99.38 SF _ - a f I VACANT
NDCONTRIBUTORY / i ,"' / [y ONLY a. APP OVED / p 1
Bir I i rl'`t� i /1.093AC i I / a I I 1.107AC 0 TS / w (( 1 Z C-2
AREA (TYP) C e r APPROVED / PGE = f40 0 a i w f APPROVED
/LOT7� I I 42 62. 05 SF / a LOT2 \ i
ti
[ %0.979A
CSOV
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---------
^^.,•�.^^�.---8`'.�- „__.,'•^•,- _ -_ - PRO .. - _ 411
8 r
W 31 �
POINT #1• /
Post-Dev Discharge
(30" RCP)
O }
RICHL"DS PRIMARY SCHOOL
ONSLOW COUNTY BLURD
OF EDUCATION
DO 3603, PG 658
7444 RICHLANDS HWY
USE: SCHOOL
_ _ ,_,_ "ate- "•�.-.-'-" _ - -- ----- ...._ PSO - - - - --
` - FE
OP
-ram. = �_� _ .,__ - - - ��-��•-.��, - _ I � - - - _ ^u.� .,.�,. _� �_ �'�'
PzsB� _ _-----=------_= - - - - - - - -
WtC
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R/%Y(IYIDTHY,gRI S4
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RICIL,V0SPR0dARYSC900L
ONSLOW COUNTY &hRD
Of EDEANn om I
DB 36U PG 658
7444 I CiLMLLS HWY `
USE SCI' L I
I
I
I
I
I
I
YNOTE
1.
ALL CONSTR UCTION MUST BE PERFORMED IN A CCORDANCEWITH CURRENT TOWN OF RICHLANDS, ONWASA,
NCDEQ
:
NCDOT STANDARD SPECIFICATIONS AND DETAILS
ontact the North Carolina One Call Center
rior to doing any digging. (1-800--632-4949)
N-41Q,I2S_90I3'
E-2.4J444,.6LK4•
ELEV. � SY
PROJECT BOUNDARY FOR
EROSION CONTROL &
STORMWATER PERMITTING
(25A4 AC)
I SITE NOTES:
f� 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS,
ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE
CONTRACTOR UPON THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX
EAST, PLLC.
7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS.
II1111111'11
OND CONTI I
AREA (TYP)
PROP
CLAY
OP --
CB33
E2EN-4ZIr
I-
_ i
PRO
Fx. E:cavE3 / / o3rUR341LE _ _ .�
pp
--------------
row '
-------- sue. - _
_
I PUBLICR/W (WZDW VARIES) -- - - /
I ! tt I 1 1 1 1 I I I
1
1
.-.- _ _._._ r
I
I I y
1
I I 1
I I r 1
1 1
i- UTILITY WARNING -
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
I FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATIED ALTHOUGH HE DOES CERTIFY THAT
Note: THEY ARE LOCATFzD AS ACCURATELY AS POSSIBLE FROM
NO SLOPES STEEPER THAN 3:1 ARE PROPOSED ON THESE PLANS. INFORMATION AVA4LABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
f
501PUBLICR/W
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
L Vk CA/to
.�� Off••' E83
SEAL
REP.,
,,L�� J. NIG+�``�
V /fn%' Mo
Revisions
12/11 /2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020
Revise Phase 1 & 2 Storm
Drainage and
Storm Chart.
03/16/2020
Revise Phase 1 & 2 Storm
Drainage and
Storm Chart.
03/30/2020
Relocate Prop. MH 1 behind
existing 6" forcemain per ONWASA.
04/24/2020
Revise per ONWASA 2nd
review comments
05/04/2020
Add check dams to clean
water swale,
increase disturbed area to
include clean
water swale.
07/22/2020
Revise plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Overall Storm Drainage
& Grading Plan
Date
October 14, 2019
Scale
1"=100'
:1V E
Sheet f
BY. -
CS - 8

STORM DRAINAGE NOTE:
DIVERSION SWALE FOR STORM DRAINAGE STRUCTURE & PIPE
Note: NO SLOPES STEEP R THAN 3:1 ARE PROPOSED ON THESE PLANS. DESIGN CHART, SEE SHEET CS-19 THIS SET.
)))))))) NO STOCKPILE LOCATIONS ON SITE
) ) ) ) ) ) ) )
))))))))))
1
�J
ND,sWERE. ©EMI NEAT EA'
v�
FLAGGED BY;S&EG A.
S vV RE FIELD L - Q� cA ,
ck
TRA`CT . _,3 (NO CHANGE)-_
1 `\ SYLV�SFER FARM
INVESTMENTS; . LLC—
I DB 4223, PG 79� — o
RICHLANDS HWY
USE.- VACANT
TRACT -4—rNO CHANGE)
ZONED: C-2
\\\ SYLVESTER FARM
12
10' PUBLIC
'R©POSED STREET I
i I
I
IMPACTED II
STREAM (Psrmit # SA
--.' PHASE 1
i
APPROVED
�! L T 8
4708.67 SF
:T 093 AC
�PGE = ±3915' !'
/ r ....
'PAC ... �..r`,!��
)0 --
PROW
MH61
LEGEND- " Y" -" ' ..,
A'18,325.9013'
R/W = RIGHT-OF-kMF, 435, 441. 6064'
C/L = CENTERLINE ELEV.=36.57'
EP = EDGE OF PAVEMENT
EG = EDGE OF GRAVEL
C/G = CURB AND GUTTER
TP = TELEPHONE PEDISTAL
TB = TELEPHONE BOX
FOCM = FIBER OPTIC CABLE MARKER
DI = DROP INLET
CB = CATCH BASIN
-� = SIGN
S = SIGN
ERWD = EXISTING RIGHT-OF-WAY DISK
EIS = EXISTING IRON STAKE
WM = WATER METER
WV = WATER VALVE
FH = FIRE HYDRANT
MH = MANHOLE
CO = CLEAN -OUT
SM = SEWER MARKER
MP = METAL PIPE
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
FES = FLARRED END SECTION
INV. = INVERT
PVC = PVC PIPE
TOC = TOP OF CURB
E = ELECTRICAL LINE
T = TRAFFIC SIGNAL LINE
P = PIPE
GW = GUY WIRE
PP = POWER POLE
R = RAMP
N/F = NOW OR FORMERLY
RISER BA5B1
\<\< TEMP. DIVERSION BERM/DII
1
GONSTRLIGTION ENTRANCE [ 1 1 �} i it i
CHECK DAM
VELOCITY DI55PATOR
5LT FENCE i t II II I
—x—x— TREE PROTECTION FETIGE I 1 } III I I
INLET PROTECTION00
I s DENUDED AREA LIMITS I } } I
I 1 I I }
5LT BAG INLET PROTECTION
I i I I II
- LEGEND
EX SANITARY SEWER _,s-55-55-
Ex. STORM DRAINAGE
WATERLINE
EX WATERLINE
SANITARY SEWER MAN•IOLE O
EX MANI+OLE
M CATCM BA5N
PROP. STORM DRAINAGE
PROP. WATERLINE
PROP. 5AHTARY SEWER-ss-ss-
PROP. CATCH BASH
PROP. YARD HET
PROP. ,I.HGTION Box
PROP. HEAD WALL
PROP. FLARED END SECTION
PROP. HYDRANT ASSEMLY
LV-�
PROP. GATE VALVE IN e
PROP. SLOW -OFF ASSEMLY Ii►p
LWUG9aw GAS i G
1 _wntutaw ELEGTIW i E-
:t UDERGROI.ND TELEPHONEi T
PUBLIC R/W (WIDTH VARIES)
---------------
1 ;
1 ,
I ,
I ,
I ,
I ,
L-------- 1
/4ogH,c � PG 36
0' 50' 100' 150'
(IN FEET)
1 INCH = 50 FI
------------
I
I I
II
1
I
1
I
1
— I 1
I
I
RIVER BASIN _ WHITE OAK -_
-------------
1
I
1
1
1
1 i -
'I iI I I-----� % I I
�, I
I 1 1( I 11
11 1 i i t 1 --J
I I
1 1 I I I
I I I
1 I
I 1 i
II
I' I
1 1 i1 i I I I
I I 1
IL------ -�
T i b i i i
1
lib 1 --
O 4 � NOTE
ALL CONS7'.�RL
WITH CURR'E11
NCDOT STA M
1 1 i1y
! I 1 ICI
I Contact the North Carolina One Call Center
prior tot doing any digging. (1-800-632-4949)
-U
I II
1 II
1 II
I
I
1
I
I
--
TILITY WARNING
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
THE�k1AiDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
THEFROSURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
LOCATION INDICATED ALTHOUGH HE DOES CER
TIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 —Richlands NC
Enlarged Storm Drainage
8c Grading Plan
Date
May 2, 2019
Scale
,•�N
f�f
Sheet •
BY:
CS - 8A
RISER BA5B1
\<\< TEMP. DIVERSION BERM/DII
1
GONSTRLIGTION ENTRANCE [ 1 1 �} i it i
CHECK DAM
VELOCITY DI55PATOR
5LT FENCE i t II II I
—x—x— TREE PROTECTION FETIGE I 1 } III I I
INLET PROTECTION00
I s DENUDED AREA LIMITS I } } I
I 1 I I }
5LT BAG INLET PROTECTION
I i I I II
- LEGEND
EX SANITARY SEWER _,s-55-55-
Ex. STORM DRAINAGE
WATERLINE
EX WATERLINE
SANITARY SEWER MAN•IOLE O
EX MANI+OLE
M CATCM BA5N
PROP. STORM DRAINAGE
PROP. WATERLINE
PROP. 5AHTARY SEWER-ss-ss-
PROP. CATCH BASH
PROP. YARD HET
PROP. ,I.HGTION Box
PROP. HEAD WALL
PROP. FLARED END SECTION
PROP. HYDRANT ASSEMLY
LV-�
PROP. GATE VALVE IN e
PROP. SLOW -OFF ASSEMLY Ii►p
LWUG9aw GAS i G
1 _wntutaw ELEGTIW i E-
:t UDERGROI.ND TELEPHONEi T
PUBLIC R/W (WIDTH VARIES)
---------------
1 ;
1 ,
I ,
I ,
I ,
I ,
L-------- 1
/4ogH,c � PG 36
0' 50' 100' 150'
(IN FEET)
1 INCH = 50 FI
------------
I
I I
II
1
I
1
I
1
— I 1
I
I
RIVER BASIN _ WHITE OAK -_
-------------
1
I
1
1
1
1 i -
'I iI I I-----� % I I
�, I
I 1 1( I 11
11 1 i i t 1 --J
I I
1 1 I I I
I I I
1 I
I 1 i
II
I' I
1 1 i1 i I I I
I I 1
IL------ -�
T i b i i i
1
lib 1 --
O 4 � NOTE
ALL CONS7'.�RL
WITH CURR'E11
NCDOT STA M
1 1 i1y
! I 1 ICI
I Contact the North Carolina One Call Center
prior tot doing any digging. (1-800-632-4949)
-U
I II
1 II
1 II
I
I
1
I
I
--
TILITY WARNING
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
THE�k1AiDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
THEFROSURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
LOCATION INDICATED ALTHOUGH HE DOES CER
TIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 —Richlands NC
Enlarged Storm Drainage
8c Grading Plan
Date
May 2, 2019
Scale
,•�N
f�f
Sheet •
BY:
CS - 8A
- LEGEND
EX SANITARY SEWER _,s-55-55-
Ex. STORM DRAINAGE
WATERLINE
EX WATERLINE
SANITARY SEWER MAN•IOLE O
EX MANI+OLE
M CATCM BA5N
PROP. STORM DRAINAGE
PROP. WATERLINE
PROP. 5AHTARY SEWER-ss-ss-
PROP. CATCH BASH
PROP. YARD HET
PROP. ,I.HGTION Box
PROP. HEAD WALL
PROP. FLARED END SECTION
PROP. HYDRANT ASSEMLY
LV-�
PROP. GATE VALVE IN e
PROP. SLOW -OFF ASSEMLY Ii►p
LWUG9aw GAS i G
1 _wntutaw ELEGTIW i E-
:t UDERGROI.ND TELEPHONEi T
PUBLIC R/W (WIDTH VARIES)
---------------
1 ;
1 ,
I ,
I ,
I ,
I ,
L-------- 1
/4ogH,c � PG 36
0' 50' 100' 150'
(IN FEET)
1 INCH = 50 FI
------------
I
I I
II
1
I
1
I
1
— I 1
I
I
RIVER BASIN _ WHITE OAK -_
-------------
1
I
1
1
1
1 i -
'I iI I I-----� % I I
�, I
I 1 1( I 11
11 1 i i t 1 --J
I I
1 1 I I I
I I I
1 I
I 1 i
II
I' I
1 1 i1 i I I I
I I 1
IL------ -�
T i b i i i
1
lib 1 --
O 4 � NOTE
ALL CONS7'.�RL
WITH CURR'E11
NCDOT STA M
1 1 i1y
! I 1 ICI
I Contact the North Carolina One Call Center
prior tot doing any digging. (1-800-632-4949)
-U
I II
1 II
1 II
I
I
1
I
I
--
TILITY WARNING
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
THE�k1AiDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
THEFROSURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
LOCATION INDICATED ALTHOUGH HE DOES CER
TIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 —Richlands NC
Enlarged Storm Drainage
8c Grading Plan
Date
May 2, 2019
Scale
,•�N
f�f
Sheet •
BY:
CS - 8A
PUBLIC R/W (WIDTH VARIES)
---------------
1 ;
1 ,
I ,
I ,
I ,
I ,
L-------- 1
/4ogH,c � PG 36
0' 50' 100' 150'
(IN FEET)
1 INCH = 50 FI
------------
I
I I
II
1
I
1
I
1
— I 1
I
I
RIVER BASIN _ WHITE OAK -_
-------------
1
I
1
1
1
1 i -
'I iI I I-----� % I I
�, I
I 1 1( I 11
11 1 i i t 1 --J
I I
1 1 I I I
I I I
1 I
I 1 i
II
I' I
1 1 i1 i I I I
I I 1
IL------ -�
T i b i i i
1
lib 1 --
O 4 � NOTE
ALL CONS7'.�RL
WITH CURR'E11
NCDOT STA M
1 1 i1y
! I 1 ICI
I Contact the North Carolina One Call Center
prior tot doing any digging. (1-800-632-4949)
-U
I II
1 II
1 II
I
I
1
I
I
--
TILITY WARNING
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
THE�k1AiDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
THEFROSURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
LOCATION INDICATED ALTHOUGH HE DOES CER
TIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 —Richlands NC
Enlarged Storm Drainage
8c Grading Plan
Date
May 2, 2019
Scale
,•�N
f�f
Sheet •
BY:
CS - 8A
RIVER BASIN _ WHITE OAK -_
-------------
1
I
1
1
1
1 i -
'I iI I I-----� % I I
�, I
I 1 1( I 11
11 1 i i t 1 --J
I I
1 1 I I I
I I I
1 I
I 1 i
II
I' I
1 1 i1 i I I I
I I 1
IL------ -�
T i b i i i
1
lib 1 --
O 4 � NOTE
ALL CONS7'.�RL
WITH CURR'E11
NCDOT STA M
1 1 i1y
! I 1 ICI
I Contact the North Carolina One Call Center
prior tot doing any digging. (1-800-632-4949)
-U
I II
1 II
1 II
I
I
1
I
I
--
TILITY WARNING
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
THE�k1AiDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
THEFROSURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
GROUND FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
LOCATION INDICATED ALTHOUGH HE DOES CER
TIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARP, NC 27511
[phone]
C-0329
Revisions
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 —Richlands NC
Enlarged Storm Drainage
8c Grading Plan
Date
May 2, 2019
Scale
,•�N
f�f
Sheet •
BY:
CS - 8A

Note: > L& 422,5, f'G
NO SLOPES STEEPER THAN 3:1 ARE PROPOSED ON THESE PLANS. `� , > MB 6, PG 36
ROP. LIMITS ��� > >��� `W"C�
STORM DRAINAGE NOTE: OF DENUDED � � > >� � � � � �� ��
FOR STORM DRAINAGE STRUCTURE & PIPE
= 40.0 DESIGN CHART, SEE SHEET CS-23 THIS SET. AREA 25.43 AC. > > >� ` ROP. PERMANENT (1+FMI)
j
41 0 CLEAN WATER "`5°�
i
41.4 41.0 >� DIVERSION SWALE
�.* �`! RIVER BASIN = WHITE OAK
DENUDED AREA: 26.54 ACRES
4-1
\ ))
LIMITS OF / / _ - �))))) - NO STOCKPILE LOCATIONS ON SITE
' \ \ 40.0 DISTURBANCE/ ) ) ) ) ����
39.8
411
40
\ `\_
39
S R M I L AREA A--
2 P 1 6 TR )
9 2.58 Acres Impervious 39.6 `� \ ~ ACT 3 (NO CHANGE _ _ _ -
P ` OND CONTRIBUTORY
G `,3 \ Area Allocated within this area AREA (TYP) f ~ SYLVESTER FARM
I 2!i r butory to Wet Detention Pond INVESTMENT S, . LLC
DB 4223, PG � 95
,
RICHLANDS HWY _
VACANT -
_
1
PRO ` �� - _ \ `�` \�\�
ROP MH 71ACB 73
1 r
tea- O
� I
ROP
�1 1, { �7 -� 2 P `\ // •�'`' `� ti,_ � \ \.,• �, -•.
B 72 -- \�= w`w w LIMITS
C3
IITSOF ,.-- X /� i \� ~ x.1r. 38.6
h \
DISTURBANCE �` \ W w W W
-l1 It
I
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SAL CREDIT I I 12" DEEP CLASS A /
i
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/
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EX
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/ / /��OSED -
E=2 435,289.559545,608.28i - Z
l ,, � �OT 11 / SF
ELEV. =33.65 1.047 AC �,/ PROPOSED
45, b08.28 SF / ROPOSE
FGE _ ±39.0
/ � q '` LOT 9
I 3�_. ROP -4W w ./ , PHASE 1
/ ITCH#4_ - ER41 \\ vv �� _ �. 59971.90SF I.' z
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OND CONTRIBUTORY
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-
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-
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- - -RCP -`
- RCP -
___ - PRO - /
- - - - -
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_
_ '-'._.-----_ _ _ _ - - - M H 61 - - - - - - - - - - - - - _ _
-------------- _ _ _ __
--- hf
PROF/"- s^ -- ' __ --- -- - - - -
24" ---------- - -
/ _ LIMITS OF -_ RCP - - -- -
1 ___
/-----_ ' -- DISTURBANCE �" v I � � �. ,� _.__- -' - -- __....
PROP) / - '._._ - -
I - ------- __ LIMITS OF -_ I
I _ {------------- DISTLN?BANCE -8P'
I-------------------------- - 1 0
-----
PUBLIC S8/ _ _ _ _ _ = _-- __-----
R/R'(WID Cg�2 \
I i i LEGEND THY ESJ -- `--
I I I �RI �_ _ _ FES-'----------------
► I R/W = RIGHT-OF-WAY _ -_ _......,.-_.
I I ' C/L =CENTERLINE
' = EDGE OF PAVEMENTA\�.` /
EP E - UTILITY WARNING - LEGEND
EG = EDGE OF GRAVEL c� ! t 1%
I I 1 CONTROL POINT q_= 1 C/G =CURB AND GUTTER I THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED ex sAIrrART SEWER as ss-ss- y I o `oP L35
i TP = TELEPHONE PEDISTAL N=, 4 J 3 -41. 60 4 1 � _ - -�
I FROM FIELD SURVEY INFORMATION AND IXISTING DRAWINGS. ex sroR" �,��,� ________ ' i'
I I E=2 435 441.6064' t
I 1 TB = TELEPHONE BOX THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER- ' ' , \ � I i' I
FOCM = FIBER OPTIC CABLE MARKER GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES °C WATT •�r�w�w- ELEV.=36.57
I i DI = DROP INLET RICHLANDS PRIMARY SCHOOL I IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE °L'�' E O �W ► I1 ► y 1 iI
' CB = CATCH BASIN SURVEYOR FURTHER DOES NOT WARRANT THAT THE Ex ® m� t I ` 16
1 UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT I2 I
SIGN ONSLOW COUNTY BOARD LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT a CATG" BASH 1 i �, I o
I l S = SIGN OF EDUCATION THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM ti l I~ I
1 PROF. STORM DRWGE SITE NOTES:
ERWD =EXISTING RIGHT-OF-WAY DISK DB 3603, PG 658 INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
EIS = EXISTING IRON STAKE 7444 RICHLANDS HWY PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. PROP. WATERu w ,_ 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF RICHLANDS 1` �'' r l i
��• SAMfART SEWER ONSLOW COUNTY, NCDOT, & NCDEQ STANDARD SPECIFICATIONS AND
�1\ ) WM = WATER METER USE. SCHOOL -�-ss-
I j I WV = WATER VALVE
I PROP. CATCH BASH
I FH = FIRE HYDRANT ® ETAILS
\ i MH = MANHOLE
I CO = CLEAN -OUT
SM = SEWER MARKER I
MP = METAL PIPE
RCP = REINFORCED CONCRETE PIPE
' CMP = CORRUGATED METAL PIPE I
FES = PLARRED END SEcnoN PROP. "YORANT ASSEMBLY } AND A STAKING PLAN WILL BE PROVIDED TO THE 1 1
1 I MCP. GATE VALVE n Mk#iCLE CONTRACTOR UPON THEIR REQUEST.
I I 11
INV. _INVERT, 6. ASBUILT AND TOPOGRAPHIC INFORMATION WAS SURVEYED BY MATRIX PVC =PVC PIPE I � � COntaCt the North Carolana One Call Center �. �-oW-O►� ASSEMBLY
TOC = SOP OF CURB x EAST PLLC.
l E = ELECTR/CAL LINE prior to doing any digging. (1-800-632-4949)�« GAS - I I I tt�
T = :TRAFFIC SIGNAL LINE
O" ELECTS E 7. THIS PROJECT WILL MEET ALL NCDEQ REQUIREMENTS. i I
P= PIPE I 1 m
GW = ,GUY WIRE
PP =POWER POLE � ��� TE>�Pl,orc
li
I, I
R = RAMP
N/F = NOW OR FORMERLY
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
Owner:
24 East Development, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Phase 2
Sylvester Development
Hwy 24 - Richlands NC
Enlarged Storm Drainage
& Grading Plan
Date
October 14, 2019
Scale
1 " = 50'
C 1E.1VE
I.`
Sheet `
BY:
CS - 8B
•
� 1, ! i
PROP. YARD NET
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
1 1 I
I
PROP. J-WTIOR Box
•
UTILITIES.
{
fROP• MEAD WALL
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
I I
PROP. FLARED Elm SECTION
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
III I I
5 DIGITAL INFORMATION
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2' MIN, OR MATCH EXISTING
S9.5 SURFACE COURSE
MIN. COMPACTED IIII I
AB
AGGREGATE
EGATE BASE
6' 36' MIN,
Co IMPACTED BACKE I=L -III
VARIES J
12' I�-
PIPE WIDTH
NOTES:
1, THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT.
0 THE BOTTOM OF
LED WITH DRY SOIL OR ABC STONE T
B RADE MATERIAL SHALL BE BA(g<FIL
2. THE TRENCH SU G
THE PROPOSED SUBGRADE. THE BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
3. WTHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE
WITH NCDOT STANDARDS.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 2" THICK.
6. THE AS PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A
SMOOTH LEVEL PATCH.
Onslow Water & Sewer Authonty
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revisic�"
SCALD: CE]'AO.4
NW
_A
STANDARD PAVEMENT Not TaScale Ws_aP
CUT AND PATCH DETAILS y �o.6�` 1 I
O
SI➢EWALK NOTES
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4' THICK TYPICAL. WHERE EXISTING CONDITIONS
E
ARE DIFFERENT MATCH EXISTING SIDEWALK.
PLACE A GROOVE JOINT V DEEP WITH X' RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE 11' EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS.
A W EXPANSION .HINT WILL BE REQUIRED WHERE THE SIDEWALK
JOINS A RIGID STRUCTURE,
c
m
i I"'
SURFACE OF
lA1
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1/8, RAD.
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�.
NOTE: CONCRETE VALVE COLLAR
REQUIRED ON ALL VALVES.
APPROVED METHOD FOR
EXTENSION OF VALVE BOX
COVER
R 0 2,
2'
DOMESTIC
CASTING
COVER
-VALVE
BOX
TAMPED
BACKFILL'
STANDARD VALVE BOX
BOTTOM SECTION
WATER o 0
MAIN
BACKFILL
CONCRETE
SUPPORT
NOTE:
VALVE BOX SHALL BE PER ONWASA'S SPECIFICATIONS
ns ow Water & Sewer Authority
W USE WITH "ONWASA MANUAL OF SPECIFCATO-tN_--.< _ETAILS lest re sioc'
!IC.tiE
QNa� AS VALVE Box
1Wr T•Sole WS_VB
INSTALLATION I` � ;'
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Onslow Water & Sewer Authority
NNW A USE NTH "ONWASA MANI,AL OF SPECIFICATIONS, STANDARDS and CE-AILS, latest rI for
sole Det'AD.a
THRUST BLOCKING NaToSce Ws_TBs
REVDOO\ DAT-_ 3E@i M
May, 2016 3 of 4
CURB AND GUTTER NOTES,
CONSTRUCT CURB AND GUTTER 2' - 6' TYPICAL. WHERE EXISTING
CONDITIONS ARE ➢IFFERENT MATCH EXISTING CURB AND GUTTER.
PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN HE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
JOINT SPACING MAY BE ALTERED IF REQUIRED BY ENGINEER.
CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1 IYa' DEEP,
FILL ALL CONSTRUCTION JOINTS WITH JOINT FILLER AND SEALER.
SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO
ALL RIGID OBJECTS. ➢. RA
JOINT 1/8'
SEALER SURFACE OF
GUTTER
t.
IP
4.
W JOINT WIDTH JOINT
FILLER
CURB AND GUTTER EXPANSION JOINT DETAIL
NOT M SCALE
1/2' RAII 6' 2'
A➢ T 3' R.
4 I vI
12, 4. �"
2'-6" CURB AND GUTTER
NOT Te SCALE
STANDARD CONCRETE VALVE COLLAR
(IF NOT IN ASPHALT)
(IF IN ASPHALT, VALVE BOX TO
MATCH ASPHALT GRADE)
FINISHED GRADE
T.
z
f TAMPED
CASTIRON VALVE BOX
BACKFILL -�
U
CAST IRON GATE VALVE
STANDARD MJ GLANDS
NOTE: RESTRAINT GLANDS
MAY BE USED AS OPTION
IF NEEDED
TAMPED �~
BACKFILL
CONCRETE
SUPPORT
Onslow Water & Sewer Authonty
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revision"
SCsT n.
DETAD.#
&�NS-A
INLINE VALVE DETAIL
D
www��v
Rem
M.Y. 2016
1 of 1
LO. PPE
REBAR SIZE
"X" BAR LENGTH
^X" BAR WEIGHT
"Y BAR LENGTH
I 'Y BAR WEIGHTI
NO. REQUIR
6' - 36"
15
2--2-+ O.D. PIPE
1.043 LBS/FT
1-1"
1.1 LES. EACHY-12
48" R 9-t-
/6
3'-0"+ O.D. PPE
1.502 LBS/FT
1'-3'
1.9 IBS. EACH
X-24, Y--12
THRUST C AND THRUST SCHEDULE
I.D. PIPE "A' 'B' "C-fi"-tfi^, 20'-24', 30"-3'^ 48"
6' - 36" 1'-4^ 1'-Y 2^ 3' {
48' k greater
NOTES:
1. CONCRETE SHALL BE 3000 PST AND TRANSIT MIXED.
2. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH
AS SHOWN ON STANDARD EMBEDMENT DETAIL
4. BACKFILL TAMPED IN 6' UFT9 PER STANDARD EMBEDMENT DETAIL.
Onslow Water & Sewer Authority
USE WITH! "ONWASA MANUAL OF SPECIFICATIONS, STAND __ _ :: DETAILS, latest revs :�
THRUST BLOCKING
SCALD:
NOITaBaale
I
AS a`
=
REVISION DATE:
5:..�. :
May, 2016
4
I
R/W
1 5'
3.5'
/1.0'
MID.) („r,)
PYP-)
SIDEWALK
GRASS
STRIP
3.-1 MAXIMUM 0.02
SLOPE (TYPICAL
60' RIGHT
Al' ROADWAY SF'OTNON
R/W
I
9.5'
ROADSIDE
D.02
SEE DETAIL FOR CURB &
GUTTER (TYPICAL)
60' RIGHT OF WAY
MINIMUM PAVEMENT DESIGN 41 ' ROADWAY SECTION
3' S9.5 B SECTION VIEW
4. 119.0 B
10' A.B.C.
12' 12' 12' 2.5'
0.02
TURN LANE
0.02
NO
1. NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE REQUIRED TO HAVE SUPERELEVATION.
2. PAVEMENT DESIGN SHALL BE REQUIRED AND APPROVED BY NCDOT (FOR NCDOT ROADS) AND/OR TOWN OF RICHLANDS
PRIOR TO PLACEMENT OF ANY BASE MATERIAL
3. PAVEMENT DESIGN SHALL BE AS SHOWN OR AS DESIGNED BY GEOTECHNICAL ENGINEER, WHICHEVER IS GREATER.
STANDARD 3-LANE SECTION
�P
�L' EQUAL
l90• SEE NOTE 1
EQUAL
/ �-Tff�i1 II
T.
SEE NOTE 1
�• <
I m�
FOR All BEND FITTINGS
�{ WIDEN TRENCH TO ACCOMMODATE
ANCHOR IF REQUIRED
TRENCH VIDTH
� I
I I
- I
I-L �iT
EQUAL 3' MIN TT_
,H. _ .,,� •��, �_ •• 11�
EQUAL •� _
I 's• -
90.
I
EQUAL
90•
•" --
.
�
EQUAL
UAL
I
s(E Taarnmc
DETA63
42' MIN
UNDISTURBED
'T° EARTH
SECTION A -A
NOTES'
1. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST
UNDISTURBED EARTH.
2. ALL FITTINGS SHALL BE WRAPPED IN POLYETHYLENE TO PREVENT CONCRETE FROM CONTACTING
FITTINGS, BOLTS, OR ENDS OF MECHANICAL JOINT BENDS.
3. CONCRETE TO BE MINIMUM 3,000 PSI O 25 DAYS.
4. WHEN SACKRETE IS TO BE USED, IT SHALL BE PROPERLY MIXED PER MANUFACTURER SPECIFICATIONS.
5. FOR REWIRED DIMENSIONS, SEE WS_TB2
Onslow Water& Sewer Authority
USE WITH 'ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revision"
QN= SCALE: DEIAII.#
A THRUST BLOCKING NaO ws-Te,
]tEV'LSI40N DDAATE: BN1D:T#:
May, 2016 1 a 4
i
STEEL PIPE
CASING
-MASONRY ENCLOSURE
AT EACH END
TYPICAL PIPE CROSSING
ENCASEMENTS SHALL EXTEND
FROM DITCH UNE TO DITCH
LINE IN CUT SECTIONS, FIVE
(5) FEET BEYOND THE TOE OF
SLOPES IN FILL SECTIONS, AND
TEN (10) FEET BEYOND EDGE
OF PAVEMENT IN SECTIONS
WITH NO DITCH OR FILL AREA.
LDER
DITCH
END SEAL
RESTRAINED
JOINT DUCTILE
IRON CARRIER
PIPE
NOTES:
1. STEEL ENCASEMENT PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE
PROJECT SPECIFICATIONS.
2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH
WITHIN THE CASING BY USING SPACERS OR "SPIDER" STEEL SUPPORTS AT A
MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE).
OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER.
Onslow Water & Sewer Authority
USE WITH - - - :_ >__:. ECATIONS, STANDARDS -- = o: Latest revison•
DRY' BORE AND JACK
�.,R.
N,S i° Seale
TAD•'
WS_B&J
PIPE ENCASEMENT
I 17E�ISICIN DAM
SHEET#,
N4ry, 2016
1 of.1
M
ISOMETRIC VIEW
BW SGEMII '-0' S
.! A UILUIY SMF
/\ Y 0'
4' X 4' LIN0140 f ROB 0.02 (NORM.)
! DIRTIER SHOWN DOIiS 04
SECTION 8-B
A SIDEWALK
(�AEB
\� � TOP OF CLIO
E2ARB
dR7E7H
MUMBLE SLOPE NOT ro EXC® 1R1 £ xNRF04c o011Es
SECTION A -A
B
RAIW
WI
M
U IS NY64BLE
@BASE
y
0I41E1ER
aB R TO
JOW
APOROI
'"
OD
OO
DO DO D
( J
OF ONE OR BOTH RMIPS
Na
TOP DMIMETFR OF NO LESS
ANY EXTEND OUISIOE TIE REILM
a
OO
OO
DO
DO OO
iFl4N sD1[ TO N0 M01E THAW
BED[ C TIE BASE ONMEIER
IxI a EXPANSION JAMS
® @ @ @O
4
0.05*
I-.10'r 11�y
B X-0.9' TO 14' MIN zi
1
n
B � DISTANCEANCE FROM FRONT EDGE OF SIDE11NLlC I I I I I I
70 8W POW OF 12: t (&33WT SLOPE
. #: :: F:' ... #: .: #:'
• SIDEWALK DROP IEOLIRED FOR ALLSIOENRLK SLOPES.
••. r,
IMOK WEE � 0..wP "E°"� FOR DETECTABLE WARNING DOMES
PAY UMIS FOR CURB RAMP
4' X 4' CLEXIR SFWCE
A MINIM
CRO65TLL LIMIM
�J
p OE
°1.9160ON" DOW WILL COVER 2'-0' LENORM t AFULL W'D'M OF ,HE
PoWP FLOOR AS SHOWN ON THE DETMS.
PLAN VIEW
SEE RD1FS
2. DE7EC A E WARNING DOHS WWL comnb T VI5 WW WRH AMADINI16 SURFACE
OUM, RAIDS
ETIIfER LKk?-0N-1MRK OR BYfK-OW-UGHF SEpUO#Cf COVEPoFIO THE ENTIRE RIIM.
(4_+T LA F O R WgTHI)
CURB RAMPS - PROPOSED CURB & GUTTER
TEST PRESSURE = 150 PSI
PIPE
SIZE
TYPE
FITTING
DIMENSIONS OFT)
VOLUME
CONCRETE
CU. YD.
L'
M
T
111/4•
---
--
---
--
<4
22 1/2•
LOD
'M
LSO
LOG
INCHES
45•
L00
I=
L50
am
90•
L00
LOG
2,30
0.09
TEE
1.00
In
200
0.07
11 1/4•
Lao
1100
2.50
0.09
4
22 1/2'
L00
LAG
2.50
0.09
INCHES
45'
LDO
I=
2.50
029
so-
L50
1.50
2.50
0.15
TEE
L50
1.50
2.00
0.12
111/4•
L50
1.50
P50
0.15
6
22 1/2•
L50
1.50
2S0
015
INCHES
45•
L50
1.50
P50
O15
so-
2M
240
3.00
0.28
TEE
2,00
240
2.30
0.23
1L 1/4•
2.00
2.00
PSO
0.23
6
22 Ile
2.00
2,00
2SO
023
IINCHES
15•
2.00
RAG
P75
125
90•
3.00
2100
3.00
M39
TEE
3A0
2.00
2.50
0.32
111/4'
2A0
2100
3,00
0.26
12
221/27
2W
2.00
3.00
0.28
INCHES
43'
3AO
2S0
3.00
0.47
90•
4.50
3,00350
0.94
TEE
4.50
3.00
UID
181
1I 1/4'
ex
2.00
300
0.26
16
22 1/2•
3,00
240
300
M39
INCLES
45•
4A0
3,00
3.50
0.04
90•
6.50
3M
3.50
L54
TEE
6.M
3.50
3.00
L32
TEST PRESSURE = 200 PSI
PIPE
SIZE
TYPE
Fn-nm
DIMENSIONS (FT)
VOLUME
CONCRETE
CLL YD.
H
'T•
111/4•
140
LOO
LW
0D4
<4
22 1/2'
140
LOD
LM
0A6
INCITES
45'
LOD
1.00
LSD
046
90•
1.50
1.50
250
015
TEE
1.30
1.30
240
1 012
11 1/4•
1.00
L00
2.50
OA9
4
22 1/2'
LIDO
"0'
2.50
0.09
INCHES
4S
1.50
150
2.50
019
90•
1.30
150
2.30
0.15
TEE
1.50
ISO
2DO
012
T V4•
1.30
130
2.50
013
6
22 12•
1S0
1S0
2.30
015
INCHES
45'
ISO
130
1 2.50
1 013
90•
2S0
2.00
3A0
0,33
TEE
1 250
2.00
2.50
028
11 L4•
2A0
2.00
2.50
023
g
22 12•
2A0
POO
2.50
023
INCHES
45•
2A0
2,00
2.75
0z3
90•
4A0
2110
3.00
ISO
TEE
4A0
100
2.W
0.42
lE
INCHES
Il 1/4•
2.00
100
3100
028
22 12•
340
Boo
3A0
0,39
45•
4100
250
3,00
041
90•
52LO
300
3.50
1.13
TEE
530
ali
3A0
0.97
U 1/F
eeD
am
3M
028
16
22 l2•
4A0
2M
3A0
O.A
INGHES
4s
5SI
330
350
L13
90•
7S0
4.00
3S0
2ffi
TEE
7S0
480
3A0
L72
CHART NOTES:
1. IF BLOCKING EXCAVAnCN IS N LKH FLY COMPACTED FILL AREAS, OR IN AREAS 'WERE BOULDERS OR STUMPS HAVE
BEEN REMOVED, BLOCKING SIZE MUST BE RE -SIZED FOR THE SPECIFIC LOCATION/CRCUMSTANLE BY A MC LICENSED
PROFESSIONAL ENGINEER.
2. BLOCKNG SIZES SHOWN IN THESE TABLES ASSUME THE FOLLOWING:
a BLOCKING MS CONSTRUCTED N RESIDUAL SOILS AS SHOWN IN DETAIL
b. SOIL BEARING PRESSURE - 2000 PSF
VELOCITY OF FLOW - 15 FPS
3. THIS DETAIL NOT APPLICABLE TO REDUCING BENDS.
4. NEOTHrIR THE WEIGHT OF THE CONCRETE BLOCKING NOR FRICTION BETWEEN CONCRETE BLOCKING AMC SCIL WAS ADDED
INTO BLOCKING SIZES COMPUTATION. THEREFORE, BLOCKING SIZE IS CONSERVATIVE.
USE WITH "ONWASA MANUAL OF SPEC=TCA-IONS ST '.LARDS cr_ _--= -- -M-M-S-A-9CY
THRUST BLOCKING
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o G
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Sewer Authority
0NwAS�
S- 1 = MANUAL OF S=-:_ '= '•.c S-ANDARCS --- �. S, latest revision"
CULVERT CROSSING
D�"�'
......,.,mm..-.,.
tT.&
Na T°ScaM
WS_CUL.C_1
GREATER THAN 72"
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Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
suirE 260
CARY, NC 27511
[phone]
C-0329
LoA CA/tOz
z
�0�OFESS/Di{►��,9
STEAL
11 17
bINE
/// J.
Dyitl �10
Revisions
12/11/2019 Add wetland
bypass piping.
Revise grading, erosion,
denuded area.
12/16/2019 Revise
widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise
Phase 1 & 2 Storm
Drainage and Storm
Chart.
03/16/2020 Revise
Phase 1 & 2 Storm
Drainage and Storm
Chart.
04/24/2020 Revise
per ONWASA 2nd
review comments
07/22/2020 Revise
plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Site &
Utility Details
Date
October 14, 2019
Scale
As Shown
F f7l: F I V E
f
Sheet
BY:
CS-10

7 SL
66 Trial)°.Wirth at Spfll+ay Ind
i66 TrialT "Length at Spil*ay Inve
Trial Side Slope Ratio Z 1
Trial Depth {#i} (2 to 3.5 fi
Bottom Length (ft)
ttom Area (ft°)
a
hetUal \loltlme (ft)
tual Surface Area (ft2
Trial Weir Ler*h (ft)
Suggested Trial Depth of # !;
Spillway Capacity (et)�
l
t
Skimmer Size Qpches)
Head on Skimrn'tr (feet)
Orifice Size (1/4 inch incre
Devvateri , Tlme (elms)
R d"34l 5 says for Wake County
Dte: 1010712 '
0111612 I
�ttlrll stt�ps (Ft. x Ft.)
... .......
Surface Area
Basin
Spillway
"
1 L
lr'd (So
Type
, Length (F0
4
n
213
34080
Skimmer
20
14ia_. _
14700
Skimmer
1 20
required
Provided
Volurno
Volume
_........_.
32364
102240
25380
58800
NPOES GROUND STABILIZATION CHART
so ,
Stie Area
Stabilization
Stabilization Time
D> cri tioni
Time lrr4me .
Frame Etce Oons
'Nritrige r dikes,
swales, flitches
7 days
borne
and slopes
• High Quality
at B
7 days
NOW
Zones
If slope$ are 10, or
w Slopes' s#eeper
7 d es
less it length and are
than 3 1
not steeper thaa,2: i,
;
14 days are allowed.
Slopes 1:1 of
7-daysfar slopes
flatter
14 days
greater than Sb feet
ilx ltrtls
'I
Al
• t11 1 other areas,
1+1on
(exceptfor
with slopes :attw
14 t4ays
}ieriT'nots and
'HQW 'Zones
I. Ext snore oftim - may'be approved b: the rririttilt Niuthof'i'
en e tlppr d Y pe g tY
Ely i trfyl wearller or 4the�rrshe-}spec%fic nditidtls thar'makle cis4li;
(Sw6 .41.a�ti°`) ))
MAINTENANCE SPECIFICATIONS FOR
EROSION CONTROL DEVICES
Gravel Inlet Protection
Inspect the barrier at least weekly and after each significant (1/2 inch or greater)
rainfall and make repairs as needed.
Remove sediment as necessary to provide adequate storage volume for
subsequent rains.
When the contributing drainage area has been adequately stabilized, remove
all materials and any unstable soil, and either salvage or dispose of it properly.
Bring the disturbed area to proper grade, then smooth and compact it.
Appropriately stabilize all bare areas around the inlet.
Silt Fence
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been properly stabilized.
Construction Entrance
Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with 2-
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadwa s.
Skimmer Basin
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or
greater) rainfall event and repair immediately. Remove sediment and restore the basin to its
original dimensions when sediment accumulates to one-half the height of the first baffle.
Pull the skimmer to one side so that the sediment underneath it can be excavated. Excavate
the sediment from the entire basin, not just around the skimmer or the first cell. Make sure
vegetation growing in the bottom of the basin does not hold down the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath
or around them.
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the
rope will make the skimmer bob up and down and dislodge the debris and restore flow. If
this does not work, pull the skimmer over to the side of the basin and remove the debris.
Also check the orifice inside the skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction
cleared with a plumber's snake or by flushing with water. Be sure and replace the orifice
before repositioning the skimmer.
Check the fabric lined spillway for damage and make any repairs with fabri
c that
spans the full width of the spillway. Check the embankment, spillways, and outlet for
erosion damage, and inspect the embankment for piping and settlement. Make all necessary
repairs immediately. Remove all trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special precautions should be
taken in gthe winter to prevent the skimmer from plugging with ice.
Porous Baffles
Inspect baffles at least once a week and after each rainfall. Make any required repairs
immediately.
Be sure to maintain access to the baffles. Should the fabric of a baffle collapse, tear,
decompose, or become ineffective, replace it promptly.
Remove sediment deposits when it reaches half full to provide adequate storage volume for
the next rain and to reduce pressure on the baffles. Take care to avoid damaging the baffles
during cleanout. Sediment depth should never exceed half the designed storage depth.
After the con ' drainage area has been properly stabilized, remove all baffle materials
and unstable sedim deposits.. bring the area to grade, and stabilize it.
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
11
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
PROP. BYCELS'IOR LINED
GRASSED TRAPEZOIDAL SWALE
4' BOTTOM 2.1 SIDE SLOPES.
EXISTING GROUND FOR LINER SEE DETAIL THIS SHEET. EXISTING GROUND
C3
IN -SITU SOIL �- iN-SITU SOIL
4.00'
SWALE
LINER (TIP)
TYPICAL CLEAN WATER DIVERSION SWALE (TYP.)
SCALE: 1 " = 3'
Skimmer Basin
Construction 1. Cleat, grub, and strip the area wi&T the embankment of all vegetation and
Specifications rot mat_ Remove all surface soil containing high amounts of organic matter
and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area. Place temporary sediment controlmeasures below
basin as needed.
2. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other ol�iectiouable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it. Over fill the ernbanukment
6 inches to allow for settlement.
3. Shupe the basin to the specified d rrimsions. Prevent the skimming device
from settling into the mud by excavating a shallow pit under the slimmer ur
providing a low supportunder the skimmer of stone or timber.
4. Place the barrel (typically 4-.inch Schedule 40 PVC pipe) on a firm, smooth
foundation of impervious soil. Do not use pervious material such as sand,
gravel, or crushed stone as backfill around the pipe. Place the fill material
around the pipe spillway in 4-inch layers and compact it under and around
the pipe to at. least the same density as the adjacent embankment Care must
be taken not to raise the pipe from the firm contact with its foundation when
compacting wider the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway
before crossing itwith construction equipment. In no case should the pipe
conduit be installed by cutting a trench through the darn after the embankment
is complete.
5. Assemble the skimmer following the manufacturers instructions, or as
designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the e � p pe h fiexibl. joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillways ---Install the spillway in undisturbed soil to the greatest
extent possible. The achievement of planed elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top of the dam for anchoring
in a trench. The edges may be secured with 8-inch staples or pins. The fabric
must be long enough to extend down the slope and exit onto stable ground.
The width of the fabric must be one piece, not joined or spliced; otherwise
water can et under the fabric. If the lei ofthe length othe fabric is insufficient for the
entire length of the spillway, multiple sections,. spanning the complete width,
may be used. The upper section(s) should Overlap the lower section(s) so
that water cannot flow under the fabric. Secure the upper edge and sides
of the fabric in a trench with staples or pins. (_Adapted from "A Manual for
Designing, Installing and Maintaining Skimmer Sediment Basins," February,
1999. J. W. Faircloth & Son.).
8. Inlets -Discharge water into the basin in a mawrer to prevent erosion. Use
temporary slope drains Dr diversions with outlet protection to divert sediment -
laden water to the upper end of the pool area to improve basin trap efficiency
(References: RtmoffControl Measums and Outlet Protection).
9. Erosion coutrol-Construct the structure so that the disturbed area is
minimized Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
embankment and all otbw disturbed areas above the crest of the principal
spillway immediately after construction (References: Surface Stabilization).
10. Install porous baffles as specified in Practice 6.65, Poruus Bates.
11. After all the sediment -producing areas have been permanently stabilized,
remove the structure and all the wistable sediment Smooth the area to
blend with the adjoining areas and stabilize properly (References: Surface
Stabilization).
Porous Baffle Construction Specification
Construction 1. Grade the basin so that the bottom is level front to back and side to side.
Specification 2• Install posts or saw horses across the width of the sediment trap (Practice
6.62, Sediment Fence).
3. Steel posts should be driven to a depth of 24 inches, spaced a maximum
of 4 feet apart, and installed up the sides of the basin as well. The top of the
fabric should be 6 inches higher than the invert of the spillway. Tops of baffles
should be 2 inches lower than the top of the berms.
4. Install at least three rows of baffles between the inlet and outlet discharge
point. Basins less than 20 feet in length may use 2 baffles.
5. When using posts, add a support wire or rope across the top of the measure
to prevent sagging.
6. Wrap porous material, like jute backed by coir material, over a sawhorse or
the top wire. Hammer rebw into the sawhorse legs for anchoring. The fabric
should have five to ten percent openings in the weave. Attach fabric to a rope
and a support structure with zip ties, wire, or staples.
7. The bottom and sides of the fabric should be anchored in a trench or pirated
with 8-inch erosion control matting staples.
8. Do not splice the fabric, bud use a continuous piece across the basin.
Gravel Inlet Protection Construction Specification
Construction 1, fay one black on each side of the structure on its side in the bottom to,,;
Specifications to "low pool drainage. The foundation should be excavated at least 2 inches
p below the crest of the storm drain. Place the bottorn row of blocks against
the edge of the storm drain for lateral support anti to avoid washouts when
overflow occurs, Ifneeded, give lateral support to subsequent rows by placing
2 x 4 wood studs ihrough block openings.
2. Carefully fit hardware cloth or comparable wire mesh with Vrimh openings
over all block openings to hold gravel in place.
3. Use clean gravel,'/ to'hrinch in diameter, placed 2 inches below the top
of the block on a 2:1 slope or flutter and smooth it to an even grade. DOT i#57
washed stone is recommended.
4. If only stone and gravel are used, keep the slope toward the inlet no steeper
than 3:1. Leave a minimum I -foot wide level stone area between the structure
and around the inlet to prevent gravel frim entering inlet. On the slope toward
the inlet, use stone 3 inches in diameter oe larger. On the slope away ttom
the inlet use 'h - % inch gravel (NCWf #I57 washed stone) at a minimum
thickness of I root.
I
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AUERICAN EXCELSIOR COitIPANY I SHEEr DESCRIPT ON SCALE DATE 5/8/17 DRAWN BY
l ARLINGTONEXCEL 1C AEC PREMIER STRAW® CHANNEL PROJECT N0. SHEET NO,
APPLICATION DETAIL. NONE 7
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tr11C1�; �r ftCr n7������litt.,
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
♦� 'C,H CARO
•F O•.�
SIFT _
o-#461 NE'
tkl9CG�♦
Revisions
12/11/2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
03/16/2020 Revise Phase 1 & 2 Storm
Drainage and Storm Chart.
04/24/2020 Revise per ONWASA 2nd
review comments
05/04/2020 Rdds@Iqdanl0lerN6WiQ
6eakiae Its.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 - Richlands NC
Storm & Erosion Details
Date
October 14, 2019
Scale
As Shown
Sh eet
ri.

Date. 09/09/2019-
Rewsed. 04124/2020
^t., �& a � �. "° �f �-# �'"e 3" k"" R
a. a • t- - a at t t - t t t a
FES 1
INV OUT: 29.00
I; UJI �,M "'. s
TOP ELEV 34.50
20' EMERGENCY SPILLWAY 24"
CLASS 1 RIP —RAP
6" #57 STONE & GEO—TEXTILE
UNDERLINER
ELEV. 31.50
37.00' ' S" RCP 9 0.27%
t�riit�iulu s€s)
DINEN$1DNS IN INCHES M THE NEAREST 1/4`
Riser
1.41' FREEBOARD Concrete Precast
5'X5' Inside Dim.
Top = 31.15
Contech — Storm Bottom = 29.10
Rax Flat Trash Rack
See Detail This Sheet
18" RCP—/
Prop. Velocity Dissipator INVERT OUT 29.10
(See Calcs)
6' AQUATIC SHELF. SEE
PLAN FOR LOCATION &
NOTES THIS SHEET FOR
PLANTING
Located west of NC 24, north of Koonce
Fork Road, on south side of property.
3" PVC 90° Turn
Down Pipe
INV 29.10
PoWaUxave is based on 1 n aAverage end area meftd. used.
$tie I awrap Tide
ftwoo oTf t}. L"4* area a. Tow storage
Sylvester Development
Date:
07/22/2020
NC 24
Revised:
Richlands, North Carolina
Drawdown Calculations
SCM (Water Quality)
Drawdown Time
Volume->-4
63,845 ftA3
* 1 minute * 1 hour * 1 day
dischargefr "orifice-)4
0.23ftA3/sec
60seconds 60 minutes 24hours
,I
= 3.21 CIa�/S
Average flow rate through drawdown pipe was derived from outlet flow
chart on Pond Stage Storage sheet located in storm booklet.
100 Year 33.11
10 Year 32.07
WQv 31.15
NP. 29.10
6. 1' Main Pool
12" SEDIMENT
STORAGE
Contech — Storm
Rax Flat Trash Rack PROP Riser
See Detail This Sheet Concrete Precast
5 X5' Inside Dim.
Top = 31.15
Bottom = 29.10
Prop. 3" SCH 40
PVC Drawdown w/
6" Turndown
as Inv 29.10
o.s
NORMAL POOL ELEV 29.10
4.7
o.e7 POND
37.00' 18" RCP
® 0.27% J—
as•
T! I •. • . I 2'1
—i.s—I
OUTLET BOX SECTION
N.T.S.
Forebay Berm
7' Top 30.5
N.P 29.10
29.68' 36" HDPE @ 0.24%
Forebay
\-36" HDPE
Forebay Berm 24.00 INVERT OUT 29.50
6' Spillway 23.00 Prop. Velocity Dissipator
Class A Rip —Rap (See Calcs)
w/ Geotextile
Underliner
El. 29.50 12" SEDIMENT STORAGE
6" MINIMUM
POND #1 Section-
N.T.S.
Engineering Planning
Landscape Architecture
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
tCARO
..........
a SEAL
nyf���n�n
Revisions
12/11/2019 Add wetland bypass piping.
Revise grading, erosion, denuded area.
12/16/2019 Revise widening along HWY 24
per TIA recommendations.
01 /31 /2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
03/16/2020
Revise
Phase 1 & 2 Storm
Drainage and
Storm
Chart.
04/24/2020
Revise
per ONWASA 2nd
review comments
07/22/2020
Revise
plan per NCDEQ
comments.
Owner:
24 East Development, LLC &
Sylvester Farm Investments, LLC
108 W. Franck Street
Richlands, NC 28574
[phone]
Project
Sylvester Development
Hwy 24 — Richlands NC
SCM Details
Date
October 14, 2019
Scale
As Shown
Sheet Z
1
BY:
CS - 14