SW6240103_Plansheet - Grading/Drainage Plan_20240119 (3)

LEGEND: w WATER LINE OO EIP-EXISTING IRON PIPE
EIP OVERHEAD UTILITY x 394.47'SPOT ELEVATION ❑❑ WATER METER
4Dsite
EPKO EPK-EXISTING PK NAIL - STREAM BENCHMARK 0 ASPHALT
\ONS ERBO ERB-EXISTING REBAR WETLANDS 51 SIGN WETLANDS solutions
o COMPUTED POINT EXISTING EASEMENT LINE ©TRANSFORMER 0 UNSUITABLE SOILS civil engineering land surveying
N/F NOW OR FORMERLY X FENCE LINE PPS STREET LIGHT —roc—roc— LIMITS OF CONSTRUCTION 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
w R/W - RIGHT OF WAY TREE LINE • UTILITY POLE — SILT FENCE LINE office 910-426-6777 fax j 910-426-5777 license number I C-2354
r PERTY LINE 1- 100 YEAR FLOOD ZONE C GUY WIRE —iN —iN — JUTE NETTING wwwADsitesolutions.com
�cGR/�NgOg ADJOACENT PROPERTY LINE 20o MAJOR CONTOUR 0 TELEPHONE PEDESTAL —Drv—Drv— DIVERSION BERM
TIE LINE 199 MINOR CONTOUR N WATER VALVE OINLET PROTECTION
RIGHT-OF-WAY —'- -'- - 30' VEGETATED BUFFER FIRE HYDRANT N/F /
JUNIOR C. SMITH
DB 1343, PG 881
P B 10, PG 33
SEA
I 0274
CM
41411111 10��
7 � 78s
\ _ _
9 REVISIONS
\ O O DITCH #5
TO BE REINFORCED
WITH NAG S75 MATTING 0
STAPLE PATTERN D 001 001 001 001 10' UTILITY EASEMENTI 001 001
— . . — . . _ . . — . .�. �� - . . — . . — . . — . . — . . _ . . — . . — . . 183
\ DITCH #3 9 �00� —'0 , — 186
1 TO BE REINFORCED 1 1g1 `5 O0� 183
WITH NAG S75 MATTING / �001
185
STAPLE PATTERN D 0pl DITCH #4 / / 00�� . .
—T1 _D TO BE REINFORCED 18s
�i ' 185.56 185.14
WITH NAG S75 MATTING /
196 . _\STAPLE PATTERN D LIMITS OF CONSTRUCTION / 001107 16.2 AC 85 3
THOMAS TRAIL > ��007 / 00"1 �i.' 1a6• 1 _ 184.60 18/ �g
50' R/W (PUBLIC & UTILITY ACCESS) ^�� 5 — . Op — Tom, —��-- —
^g . — � —001 — —00� ��1 ,���� —T��— _ I r����� 10' UTILITY EASEMENT
001 _ _ _ ,
— _ 0p1 001 �-�[>� n DITCH #18
184.60TO BE
192 ° WITH NAG S75MATTING
L 0 UTILITY EASEMENT ,7 1 C — 18s �\ 188 c � � CHECK DAM I STAPLE PATTERN D
r
DITCH #21 /� TO BE REINFORCED�� � . g1 1ae DITCH #19 WITH WEIR w .00
DITCH #20 1
TO BE REINFORCED / / �uC $� 190 — ��� TO BE REINFORCED (TYP) I M
WITH NAG S75 MATTING L WITH NAG S75 MATTING C.
/ WITH NAG S75 MATTING `%�1'"v STAPLE PATTERN D n > M
STAPLE PATTERN D gy STAPLE PATTERN D _ $6 J Co
Lu
DITCH #14
\ f / TO BE REINFORCED m
N(?p / SILT FENCE / WITH NAG S75 MATTING U a r
/ (TYP) / STAPLE PATTERN D lb PROJECT NAME
/ C DITCH #15 LLJ
0EINFORCED LLJ
O WITH NAGTO BE RS75 MATTING
O . 8 STAPLE PATTERN D Cn THELEANDER
���, �� I" w
,q ,� < Lj
57 / � LEE PRESERVE
q,
I I
U�
LLJ
0 56
� ,'\1/Or Z
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/ 18
_ Z
0 �� ■ INLET Q
192 PROTECTION
A \\ , ,��� ♦�� (TYP) DITCH #16
\y Al , / �B3 46 00 �-OG \ (pO TO BE REINFORCEDI
O
53 7 49 48 47 O �� , WITH NAG S75 MATTI
O `'o p1 G 'a STAPLE PATTERN D
=I ✓ 50 `� L� \ 175.08 "I NV 174.80
I IF- ` 52 ��3 - _ 001 001 001 001 p '>> LOC
z ` ♦ �� 51 / , vo PIPE 3
rTl �, J 70, 40.00 LF @ 0.62%
Cf, o = ���, 1$" CLASS V RCP DETAILED
y I SILT FENCE Tye 1�a
♦ D n < O (TYP, / 9SF���B INV 174.55 ' GRADING AND
r i ♦ - - RIP RAP DISSIPATER 175.07
r� ♦ ♦ �a, _ I L=9' W=4.5'/10.5' EROSION
CA
I Ds�8" Dr12"
STOCKPILE o CLASS B 18" THICK / / DITCH#122
<9g • AREA J TEMPORARY SKIMMER BASIN #2 2' DITCH / ^ TO BE SEEDED CONTROL PLAN
_ ��
O ! � � • � � v LSIDE'S OPES'=D2:1 ' BOTTOM � � � WITHIN 7 DAYS
I ati 1`+ ♦ 'pro TOP OF BASIN: 175.00'
cA CA 2 \ BOTTOM OF BASIN: 172.00' /
I ♦ � / 10' EMERGENCY SPILLWAY: 174.00'
/ ! DITCH #13 CLIENT
INVERT OF SKIMMER: 172.00'
/ TO BE REINFORCED
�s� ♦ • TEMPORARY SKIMMER BASIN 1 n WITH NAG S75 MATTING
# SIDE SLOPES OF BASIN ARE TO /
# # 18g L=80', W=40', D=3' 1/ BE SEEDED WITHIN SEVEN DAYS. /
DITCH 22 DITCH 23 STAPLE PATTERN D
TO BE REINFORCED TO BE REINFORCED �' v` �' �' IMMEDIATELY UPON TRIANGLE LAND
� � SIDE SLOPES= 2:1 or '**ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) ^�/ a
WITH NAG S75 MATTING WITH NAG S75 MATTING TOP OF BASIN: 185.00' 0`� / `
WITH 1.4" ORIFICE FOR DEWATERING THE
BASIN REMOVAL
STAPLE PATTERN, D STAPLE PATTERN D �� ■ �� BOTTOM OF BASIN: 182.00' SEDIMENT BASIN DURING CONSTRUCTION. '�
DITCH #24 8' EMERGENCY SPILLWAY: 184.00' I� LO —
'�'�`" _ TO BE REINFORCED INVERT OF SKIMMER: 182.00' __- �- 44 � / �,4� PARTNERS, LLC
193 91. WITH NAG S75 MATTING,, SIDE SLOPES OF BASIN ARE TO
� STAPLE PATTERN D �Q.
� \ BE SEEDED WITHIN SEVEN DAYS.
HARRIETTE COURT Im I ' **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) /
I� 1g9 50' R/W (PUBLIC & UTILITY ACCESS) 192.98 191.35 �^ " � ���o7Sp WITH 1.4" ORIFICE FOR DEWATERING THE - \
/ SEDIMENT BASIN DURING CONSTRUCTION. \ *MATT FLOW PATH THRU7
195 o ( 190.35 �� r�\\ .1•\ '� *ALL DIVERSION BERMS TO BASIN AFTER BASIN AREA Q. /
_ _ 192.04 / S,k�O SILT FENCE IS RECLAIMED
. .,� . . _ . � . . — . ) BE SEEDED WITHIN 7 DAYS
C _ [O L _AS y OUTLET (v. I PO Box 5548
DITCH #26 —10' UTILITY EASEMENT 2' DITCH �� • SILT FENCE
TO BE REINFORCED DITCH #25 1 OTTOM �. �.�� �! ) / / o OUTLET \ \ Cary, North Carolina 27512
WITH NAG S75 MATTING TO BE REINFORCED ( o . �Oe \ > RIP RAP DISSIPATER Phone: [phone]
WITH NAG S75 MATTING - ° L L=3' W=1' 3'
STAPLE PATTERN D � ,`p� � I /
STAPLE PATTERN D \ \ J Dw--8" D.Ax=12"
CSC �C� �p0 `��� G CLASS B 18" THICK
/ RIP RA3P =1'/3TER
*MATT FLOW PATH THRU L a CLASS B 18" THICK
BASIN AFTER BASIN AREA PROJECT INFORMATION
^�h CHECK DAM IS RECLAIMED l ■
WITH WEIR °
(TYP) ` (-
I DESIGNED BY: BRETT
o
•
DRAWN BY: BRETT
�J 0
CHECKED BY: SCOTT
/ f , 64178 * PROJECT NUMBER: 2006
C_
w �� � 43
U 'mil 17 178 . DRAWING SCALE
Z L / o \ l ( _ >>3 • �M HORIZONTAL: 1"=60'
01
I DATE RELEASED
o (� f� � u o �� e` / (' , r DECEMBER 6, 2023
.�� ��� ✓/ r �--- I `J_'� > 1`�1-� GRAPHIC SCALE
Q i r '�. l\/ I N/F �, / \, \~ �\ "_ �a� / l 60 o so 60 120 240
SENTER FAMILY REAL ESTATE LLC �o I SHEET NUMBER
`L /L \ STEPHENS PLACE OF
DB 1876, PG 256 \
Know whafs below.
a Call before you dig.
( IN FEET )
Y g 1 inch = 60 ft. _
302
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