SW6240103_Plansheet - Grading/Drainage Plan_20240119 (4)

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solutions
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409 Chicago Drive,Suite 112,Fayetteville,INC 28306
N/F , v -� N/F Q N 586,876.I I \ `` office 910-426-6777 fax [phone] license number I C-2354
JUNIOR C. SMITH _ ./\ > GENERAL UTILITY COMPANY, INC. r E 2,039,821.7, 1 wwwADsitesolutions.com
DB 1343, PG 881 `1 ��' \�� �, TRACT 3 OF � ti-- ,NC GRID 01Nj D 83 �\ o
PB 10, PG 33 DB 566, PG 155
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b TEMPORARY SKIMMER BASIN #4 - ♦ '�G I N1r Z`��
LSIDE'SLOPES'= D: 3' ��SCOTT••g�tg``��
TOP OF BASIN: 173.00'
BOTTOM OF BASIN: 170.00'
26 27 12' EMERGENCY SPILLWAY: 172.00'
25 CHECK
W THKWEIRM c 28 INVERT OF SKIMMER: 170.00' ` 9
TYP I = SIDE SLOPES OF BASIN ARE TO
( ) ' � BE SEEDED WITHIN SEVEN DAYS. �, ♦ / o
p "ATTACH A 3.0" FAIRCLOTH SKIMMER (OR EQUAL) ♦ � / � � / / J / - o REVISIONS
�_- WITH 2.4" ORIFICE FOR DEWATERING THE
LIMITS OF CONSTRUCTION SEDIMENT BASIN DURING CONSTRUCTION. ♦ y / I N/F
_ GENERAL UTILITY
f / / / / COMPANY, INC.
DITCH #6 16.2 AC �'� — `1 �� /
TO BE REINFORCED
♦ �' TRACT 1 OF
WITH NAG S75 MATTING
00� OOl 00l �� 174 �� - DB 56 PG 155
y , STAPLE PATTERN D
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001 001 10' UTILITY EASEMENT-001 00
181
0
17
178 175.77 7
181 176.69 174.65 �O0 I �'�0 �, . '
THWAS TRAIL 176.69 � _ 307 �I -� ♦
180�27> 179.08 �^ 175.77 1�2 Ts CA 4 ^ V
� lLEGEND: 50' R/W (PUBLIC & UTILITY ACCESS) � o ----��.�
EIR Oa EIP-EXISTING IRON PIPE 174.83 2' DITCH�C � . S � � 7 RIP RAP DISSIPATER
EPK 182 179 179.31 17 —. BOTTOM �� . ji o L=3' W=1'/3' /�
O EPK-EXISTING PK NAIL 8
. _ . . Dso=8" D.�=12" � j�
ERB �S " �S— DITCH 7 ' /O ERB-EXISTING REBAR — . _ . .,,r — ,� n �E �� �� # 1 CLASS B 18' THICK
179.31 �s b' TO BE REINFORCED S / • / f /
DITCH #8 171_•I D ♦ J l o
a COMPUTED POINT �10 UTILITY EASEMENTD 1 ` _ WITH NAG S75 MATTING I
I I TO BE SEEDED \/ � � � 0 < / f ,
N/F - NOW OR FORMERLY DITCH #18 I �, \,� STAPLE PATTERN D � 0 �
R/W - RIGHT OF WAY TO BE REINFORCED WITHIN 7 DAYS �� IMMEDIATELY UPON SILT FENCE
WITH NAG S75 MATTING N z - BASIN REMOVAL o * �CC_ OUTLET
PROPERTY LINE STAPLE PATTERN D I bi 2 ) BASIN AFTER BASIN AREA o ORA�NAGE
FLOW PATH THR 7 � JJ
ADJACENT PROPERTY LINE I 0 V IS RECLAIMED EASE,y�ENT \ �J
— TIE LINE a a O C � /
RIGHT-OF-WAY 01
r DITCH 9 31 / o
w WATER LINE : �) BE SEEDED 1�
OVERHEAD UTILITY 33 32 I p THIN 7 DAYS
STREAM O c) o / ( l
WETLANDS DITCH #17 I °�° J rn I \ `
EXISTING EASEMENT LINE N TO BE REINFORCED a 7 J
WITH NAG S75 MATTING.! ALL DIVERSION BERMS TO J _ ( / 4 PROJECT NAME
X FENCE LINE3 l
TREE LINE r j STAPLE PATTERN Dl `° � ��- � •
U a Il —^ BE SEEDED WITHIN 7 DAYS f,
foo YF 100 YEAR FLOOD ZONE
200 MAJOR CONTOUR w RIP RAP DISSIPATER r 30 ��
199 MINOR CONTOUR w I L=9' 8"DMA/10.5' l �, p THELEANDER
30' VEGETATED BUFFER � INLET � CLASS B 18" THICK I ' �
w PROTECTION 175.69 -
x 3ea.4r SPOT ELEVATION cn (TYP) 175.69 SILT FENCE LEE PRESERVE
BENCHMARK ,��,,INV 175.10 (TYP)
SIGN SIGN I INV 175.35 7 DITCH #10 J
©TRANSFORMER Q V �F\k7 TO BE REINFORCED J
STREET LIGHT 175.71� \�Q7 WITH
STAPLE PATTERNT MATTING
PP• UTILITY POLE / 1j6 S� OQ� IMMEDIATELY UPON
w PIPE 4
C GUY WIRE Z_ 40.00 LF @ 0.63% f75 \�t . \ 20' ORA��\70' BASIN REMOVAL
w 37 18" CLASS V RCP qGE
❑T TELEPHONE PEDESTAL ����` EgSE �Q7
N WATER VALVE s
U / /ir # \ MATT FLOW PATH THRU ,
AFIRE HYDRANT I- v DITCH 11 175 � 7 BASIN AFTER BASIN AREA `
tiYo Q TO BE SEEDED T S�\ J l
❑❑ WATER METER �' WITHIN 7 DAYS \,ZQj IS RECLAIMED a
� DITCH #16 O . 2' DITCH SPA 38
ASPHALT TO BE REINFORCED �/ BOTTOM '
WETLANDS WITH NAG S75 MATTING ,
E G STAPLE PATTERN i. Z���� >>3 q b�� RIP RAP DISSIPATER _
UNSUITABLE SOILS OC/ \ \ Z� \- 7 � i L=3' W=1'/3'
—LOC—LOC— LIMITS OF CONSTRUCTION L o, r Z �� \)� Dw=8" Dr�12"
OC \ .ice . .� �- CLASS B 18" THICK
_SF —SF — SILT FENCE LINE — 1I�
a 0� 161
—.� — — JUTE NETTING _ 179 ` 001
—ow—ow— DIVERSION BERM V J �_ . . \ LOU J 165 �/ 1R DETAILED
SILT FENCE /
0INLET PROTECTION \ OUTLET
\ TEMPORARY SKIMMER BASIN #3 Z� �„% 1 J / GRADING AND
/ DITCH #12 \ r- L=125', W=50', D=3'
TO BE SEEDED SIDE SLOPES= 2:1 -[bC C / EROSION
WITHIN 7 DAYS �J '\ TOP OF BASIN: 171.00' / `� `� `�' `Y `� `�
BOTTOM OF BASIN: 168.00' � t 1
12' EMERGENCY SPILLWAY: 170.00' /
V / s INVERT OF SKIMMER: 168,00' 4 J CONTROL PLAN
SIDE SLOPES OF BASIN ARE TO
* / i •_ BE SEEDED WITHIN SEVEN DAYS. /
T* / "ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) 39
6 WITH 1.8" ORIFICE FOR DEWATERING THE O `1' `1 `1' `1' `1 `1 `1'
N SEDIMENT BASIN DURING CONSTRUCTION. r / CLIENT
TRIANGLE LAND
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PARTNERS, LLC
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CA 3 ♦ `
40 u u, .� .� u u, .�, .� u PO Box 5548
` \ ® Cary, North Carolina 27512
SONS
15a ♦ / Phone: [phone]
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PROJECT INFORMATION
n R��N 8
O V.- JVCG �� 165 \ / 0 7
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DESIGNED BY: BRETT
a 42 ti
DRAWN BY: BRETT
CHECKED BY: SCOTT
♦ ! ` �, �, PROJECT NUMBER: 2006
• , ' \ 159 �L � � � bX00f
05
© — ♦ / N/F DRAWING SCALE
GENERAL UTILITY
oTRACT 4 OF HORIZONTAL: 1"=60'
DB 566, PG 155
LU
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Know what's below.
Call before you dig. p / / DATE RELEASED
DECEMBER 6, 2023
GRAPHIC SCALE - \ < > ,
a 60 0 30 60 120 240
\ \ \ �� 1 / �� n —f N/F \ 'it \ \' ♦� �L �L J �L ^off �L �L �L �L �L ECM \ —
7s� SENTER FAMILY REAL ESTATE LLC / .� '� / / J N/F EXISTING SHEET NUMBER
J I I I STEPHENS PLACE
DB 1876, PG 256 F J I w Q /// MURPHY-BROWN LLC /
LIGHTWOOD
N / TRACT 1 OF c Y WITH NAIL( ) ) ` o� 7 J� DB 2694, PG 859 \ I
IN FEET �S� ( PB 99, PG 135 l
a I inch = 60 ft. o� C -3m3
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