SW6240606_Plansheet - Proposed Drainage Area_20240830

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L // PB 139, PG 145 �� V \I ~ I / 0 \ } \� SIDS MILL
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� \� � SSMH 81.50 — PROPERTIES, LLC
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I I * w�. w w w w w `\ ` l j \� w ��\ w w w LOCH L01�� V ✓ INV 60.14
� CONTRACTOR TO VERIFY LOCATION �. '� I J ��
�, _l ) & DEPTH OF EXISTING WATER LINE `1 .1 l �� l l \ S/ `l /� 1 �� ,11� ,l\ 4, � �/,l, ,l,
EN�LEGEND: 1 I-� PRIOR TO INSTALLATION OF PROPOSED \ \ _ . . -
O ENL-EXISTING NAIL WATER LINE /U
EReO ERB-EXISTING REBAR / r -87 I J \ `� \� �� w w w wow✓�w 1 fir- w�`�\ w w w l� ;
I I ! ' / 8000 Corporate Center Drive
✓ -� \ �\ J�� Charlotte, North Carolina 28226
a COMPUTED POINT l� �. \ I Phone: (704)North
Carolina
N/F - NOW OR FORMERLY CI #1005 � Q � '� � � � � `. - \ � � � � ti �
MH #10058 .� C
R/W - RIGHT OF WAY TC 86.5 RIM 86.32 L� \ \ - ��� \ \ f
PROPERTY LINE INVV OUT IN 883 5 HELF 75.86 ✓
ADJACENT PROPERTY LINE
C 86 V IN 75.37 /-\
RIGHT-OF-WAY 20' DRAINAGE EASEMENT 15" CP I #10020
PB 139, PG 145 C 86.51 ` . . 1 — f Q s T E SONG PROJECT INFORMATION
- - - - CREEK V 83.18
PERMANENT EASEMENT
—Toe—Toe— TOP OF BANK / O o DESIGNED BY: CALEB
WETLANDS ' �I I , DRAWN BY: CALEB
500 YEAR FLOOD ZONE I I CHECKED BY: SCOTT
a 100 YEAR FLOOD ZONE
N - FLOODWAY �� I I I �� ® PROJECT NUMBER: 2050
TREE LINE 175 I \ / 178
80 MAJOR CONTOUR N/F I N/F �N
81 MINOR CONTOUR BRIAN C DUTTON & SPOUSE, BARRY LAMONT CLARK & WIFE, O
I � 3 _ z� DRAWING SCALE
x 82.28' SPOT ELEVATION MELANIE ANN MC ONALD LLJ \ �4CY M EL ARKS
o6 - ��1046� 70 u1l Cr I DB 0291, PG 707 179; O
m BENCHMARK PB 139, PG 145 I � C) P 139, PG 145 -' Know what's below.
Call before you dig. z
❑T TELEPHONE PEDESTAL SON I �I m ANTHONY THOMPSON HORIZONTAL: 1"=40'
a N WATER VALVE 0-
I & SPOUSE,
Z AFIRE HYDRANT ON Q o I I TIANA THOMPSON
W ❑o WATER METER 321 ` UI'° I DB 10546, PG 843 DATE RELEASED
15 PB 139, PG 145
N ® CATCH BASIN I / I
GRAPHIC SCALE
o � SANITARY SEWER MANHOLE / \ ao 0 20 ao ao iso
MAY 6, 2024
TBM
WETLANDS �' 4D 'K NAIL #2 `�/
__ __ _ __ __ __
ASPHALT N 437,072.124
9 E 2,042,230.813
GRAVEL ELEV 88.37
NC G ID NAD 83 ( ( SHEET NUMBER
Q —l oc—l oc— LIMITS OF CONSTRUCTION IJARRINGTON ROAD (SR 4536) (2011) IN FEET
—SF —SF — SILT FENCE LINEIN
50' PUBLIC R/W o s� 1 inch = 40 ft.
0INLET PROTECTIONL C -3m 1
I
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