SW6240105_Plansheet - Grading/Drainage Plan_20240424 (2)

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LEGEND: I 11 solutions
E P
Oo EIP-EXISTING IRON PIPE I I \ / I civil engineering I land surveying
EPKO EPK-EXISTING PK NAIL 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
ERGO ERB-EXISTING REBAR I I \ / I office 910-426-6777 fax [phone] license number I C-2354
I / wwwADsitesolutions.com
a COMPUTED POINT
N/F = NOW OR FORMERLY
R/W RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
= TIE LINE I \ / — \\\ �\�� J`���-(N C AROC�2'j��i
RIGHT-OF-WAY
WAY \ 10
� \ _ ,4
w� WATER LINE /' �\ _
OVERHEAD UTILITY U I l SEA
CREEK I \
0274
- - WETLANDS �-L
30' 30' 30' VEGETATED BUFFER = / �-
l � _a
EXISTING EASEMENT LINE L I 01//
'-�
X FENCE LINE
TREE LINE I I \ 04/--2Z-24/
/
230 MAJOR CONTOUR �,
232 MINOR CONTOUR _z �
/ REVISIONS
x 2s-Qa SPOT ELEVATION I I \ ' / ' ( / - /
5�8 SIGN HMARK � / / J
oS _ I
m TRANSFORMER /
PP N
c STREET LIGHT I / / f
. UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
C`�\D4 WATER VALVE ��� / � _
T --TEMPORARY
�CfFIRE HYDRANT Z \ SR 122 W6 CONSTRUCTION —W6
0 WATER METER > \ ' 6(MCDOUGALL) ROAD C5 ENTRANCE
_ /
OASPHALT LOC_ � T� \>` \—��PUBLIC R/W )
WETLANDS LOC ( 1 �70Ti�G _'�\ -_� �i _ OOl a91 Ol
/ 01 INV 246.00 254
UNSUITABLE SOILS I OC � � � � - INV 248.15
—roc—roc— LIMITS OF CONSTRUCTION / _I�
LO -
I C� RIP RAP DISSIPATER�24g.70 249.77 � N I
�
—SF —SF — SILT FENCE LINE / LOC L=9' W=4.5/10.5' INLET 50
—.N —iN — JUTE NETTING / / / L C— Dso=8" DrAx--12" I PROTECTION \ 5 1
—olv—orv— DIVERSION BERM 5 / CLASS B 18" THICK-1 I 2TYP) �JC LOC— LOC LOC LOC DITCH #39 2 1
/�ti3 PIPE 4`n : SEEDEDTO BE OINLET PROTECTION 60.00 LF C� e
3.58% �
o WITHIN 7 DAYS
18" CLASS V RCP
of / 001 001
101 / �
\ N
I. II
DITCH #2 p te�� 00 N
/ 102 / DITCH #1 TO BE SEEDED O / 10' UTILITY &
/ TO BE SEEDED I I WITHIN 7 DAYS 4 ♦DRAINAGE �
J 1 I
/ I WITHIN 7 DAYS : j \
EASEMENT ' 1
Op f DITCH 43 I I / n
\ TO BE REINFORCED 1 I I o PROJECT NAME
10' UTILIT 00) WITH NAG SC250 / �ry i
23Y EASEMENT�STAPLE PATTERN E
�' �•� . . 3'F� / I I I N DITCH 40 '1 � DITCH OUTLET
RIP RAP DISSIPATER I N I I LIMITS OF CONSTRUCTION # / TO BE DIRECTED
A TO BE REINFORCED 252
�LI ��o _ - _ ` / L-9' W-4.5'/10.5 I I I o DITCH #41 (24.3 ACC J WITH NAG S75 MATTING ��0 2�a / r TOWARD WETLANDS ELYSE
_ 219.76 _�Q� / i I , STAPLE PATTERN D
.I
ro / Ds�8" Or12' I N J TO BE REINFORCED �1 �
* \ CASP ��QZ ���CLASS B 18" THICK 248.89 248.89 L-00,WITH NAG S75 MATTING ��
/
50' R/w IqN CO i — —�1 z�' '. N u�. STAPLE PATTERN D I 10' UTILITY EASEMENT-00 OOl 00� ����
(PU U — INV 245.20 `INV 245.45 — . . �,,. . — . . — . . — — . . — . . — . . /2Sp i
TEMPORARY ` MEADOWS
� � — � � — � � 254 CS� � � 231.42 BUC RT � � 25 �� � . � N� � BASIN #13 N
�
22g.73 230 & UTILITY / �C N L=80', W=40', D=3' o \
235� ACCESS) ry�to \ 249.16 250 �S o SIDE SLOPES= 2:1
TEMPORARY SEDIMENT TRAP #9 \ 247.79 � hry/ \ h� CAS
PIAN COURT / 0 �C BOTOTOM OF P OF BASIN? 242 00'
247.86 50.005LF C� 0.50% 18" CLASS IV RCP 50' R/W (PUBLIC & UTILITY ACCESS) �F��\ SUBDIVISION
L=50', W=25', D=4' — _ 1 1 _ C.��" \ ro 10' EMERGENCY SPILLWAY: 244.00'
SIDE SLOPES= 2:1 F 249.16 .. __ � n
TOP OF BASIN: 216.00' DITCH 44 � - -
i BOTTOM OF BASIN: 212.00' TO BE REINFORCED �� 248.49 I — � SE �g��E [fG� UTIUTY EASEMENT �5 INVERT OF SKIMMER: 2ARE T
25 SIDE SLOPES OF BASIN ARE TO
— 248.49 — — — — r LSE BE SEEDED WITHIN SEVEN DAYS.
6' EMERGENCY SPILLWAY: 215.00' WITH NAG S200 CHECK DAM W/ L � .F ' ���E �E CQC� **ATTACH A 1.5" FAIRCLOTH SKIMMER
SIDE SLOPES OF BASIN ARE TO �j / STAPLE PATTERN E / I o
�C BE SEEDED WITHIN SEVEN DAYS. WEIR IN CENTER I DITCH SEEDED
"� � (OR EQUAL) WITH 0.9" ORIFICE FOR
(TYP) o I TO BE SEEDED DEWATERING THE SEDIMENT BASIN
*PLACE MATTING IN FLOW PATH / / /J i l WITHIN 7 DAYS / DURING CONSTRUCTION.
v
THRU BASIN AFTER BASIN <I / * f
AREA IS RECLAIMED r ' 4 IA' � \ PLACE MATTING IN FLOW PATH �
°' DITCH / THRU BASIN AFTER BASIN X
DITCH 3 I I m TO BE SEEDED#4 - AREA IS RECLAIMED CA 1
# 0° : 'WITHIN 7 DAYS
/ I TO BE SEEDED I I /
/ 57 WITHIN 7 DAYSo� �< 7 ,
DETAILED
r-
M� 0o I m l
N'/ I -< - DIVERSION BERM TO REDIRECT
> o NON SEDIMENT-LADEN RUNOFF
:�
/ N 0 I AWAY FROM ROAD DITCH. J - - / (� GRADING AND
SILT A TO BE REINFORCED WITH / / / >
I FENCING I o0 NAG C125 MATTING �✓ �. PROJECTED 100-YR
N J (TYP) �.t IMMEDIATELY UPON CONSTRUCTION
J ,
WATER ELEVATION
EROSION
8 CONTROL PLAN
TCHLINE 2-
SEE SHEET C_3 iil� �ii� ii� - i�- ii�
.3 MATCH LINE — SEE SHEET C-3.2
CLIENT
TRIANGLE LAND
PARTNERS, LLC
PO Box 5548
Cary, North Carolina 27512
Soto Phone: [phone]
O 2
D` N
PROJECT INFORMATION
M
0
N
N DESIGNED BY: CALEB
SHEET KEY
0
N o DRAWN BY: CALEB
N N
• C3� o CHECKED BY: SCOTT
U `/
c�
05
z PROJECT NUMBER: 2000
m o
C3.4
W
C3.3 C3.2 z DRAWING SCALE
W
0
0
HORIZONTAL: 1"=60'
0
DATE RELEASED
N
GRAPHIC SCALE
60 0 30 60 120 240 APRIL 22, 2024
Know what's below.
Call before you dig.
W ( IN FEET ) SHEET NUMBER
0
1 inch = 60 ft.
—3ol
a
m
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED