NCC242752_Site Plan or Location Map_20240909

e ,
( - _......_ ,
_____
NASSAU TRAIL _
I 3,o6"E �9� 10 1 (60' PRIVATE R/W)
S .\-1.-
s _ Flood Hazard Area
�\ 12 - Begins per BOM2000-163
�,ss �� z s' ;!I — Proposed Water
42'q�.� \
I
Line
VICINITY MAP (NTS) I
I I q IN Proposed Area of
LEGEND
NTS NOT TO SCALE
A Disturbance
EIP EXISTING IRON PIPE I I
PP POWER POLE 1 i I'11 Area of Disturbance
W/M WATER METER
TB TELEPHONE BOX 11 Calculations:
IPS IRON PIPE SET 1. I House Box/General Yard:
CP&L TRANSFORMER
CATV CABLE TV BOX •� I 9. 9,684 SF
L. POLE LIGHT POLE 'A\ I m
PEPS.L OFLARED END SECTIONVERHEAD POWER E(PIPE) I ', Iz Primary Septic Area:
RCP REINFORCED CONC. PIPE 1 1-' 23,716 SF
a B.O.C. BACK OF CURB '
F.H. FIRE HYDRANT I ,o 1 I Driveway/Water Line:
C\0 SEWER CLEAN OUT 5,804 SF
EIS EXISTING IRON STAKE I
M.H. MANHOLE
ECM EXISTING CONCRETE MONUMENT 130 OF CHATHAM LLC I I Total: 39,204 SF/ .9 Acre
P.K. PARKER KALON NAIL 'll
D.B.1840, PG.111 I No disturbance outside of
B.O.M.2011, PG.125
� 3 property boundaries.
PLAT NORTH I z Standard EC plan.
(REF: B.O.M.2000, PG.163) I CIS.N
w
w 20
m PROPOSED
y�� 2> DRIVE & .p
.O I WALK •• W
�1
.c
.c.
.,
.°ry 'ti I N -1
14.0 W PORCH cn 9. \ ' ,3.4' W
_ —1
4.0 2.B 11.2 2.8 ro J
I .p5 M
c" PROPOSED 15 8 PROPOSED
4.0 HOUSE u I EE INSET
rn
14.2 2.8 11.2 2_8 15.8 I
U,
P 13.3 0' 4
°°14.0 I
PORCH I
I \
INSET (NTS)
N
Course Bearing Distance I
L1 N 83°59'31 " W 100.12' =1
L2 S 81°11 '37" W 22.28'
L3 N 04°10'46" W 45.27' I APPROXIMATE LOCATION
L4 N 01°01 '20" W 1 16.89 _ WATER HAZARD v BUFFER
L5 N 82°04'05" E 5.51 ' 100' FsoM o o� eANK
L6 N 82°04'05" E 36.55' I
L7 N 07°55'55" W 15.00' L7
I11 r 10
°' r 5 _
NOTE: SHOWN IS LOT 21 OF --3- -
HENLEY'S MILL S/D - PHASE 1 g L4 7 L36
REF: B.O.M.2000, PG.163 ROCKY RIVER
100 0 100 200 300
■•■•■•■•■
AREA = 3.354 ACRES
■ ■ ■ ■ ■
183 NASSAU TRAIL GRAPHIC SCALE — FEET
THIS IS TO CERTIFY THAT THIS MAP WAS PRELIMINARY PLOT PLAN FOR:
PREPED FROM AN ACTUAL SURVEY OF THE
PREMISES, MADE UNDER MY SUPERVISION, AND PINE STATE
THAT THERE ARE NOT ANY ENCROACHMENTS, CONSTRUCTION GROUP
EXCEPT AS NOTED TO THE BEST OF MY KNOWLEDGE.
THAT THE RATIO OF PRECISION AS CALCULATED BY
LATITUDES AND DEPARTURES IS 1:10,000. OAKLAND TWSP., CHATHAM CO., N.C.
THIS MAP WAS PREPARED FOR TITLE COMPANY USE SCALE 1" = 100' AUGUST 20, 2024
AND IS NOT INTENDED FOR RECORDATION OR
CONVEYANCES WITHOUT WRITTEN AUTHORIZATION MAULDIN — WATKINS SURVEYING. PA
OF THE SURVEYOR AND OTHER APPROPRIATE OFFlCIALS. P.O. BOX 444 / 139 N. MAIN ST.
PROFESSIONAL LAND SURVEYOR PRELIMINARY PLAT FUQUAY VARINA, NORTH CAROUNA 27526
L-3247 NOT FOR RECORDATION [phone] C-929
5269-21