SW6240103_Plansheet - Other_20240119 (2)

■
o 4Dsite
/, \ solutions
civil engineering I land surveying
409 Chicago Drive,Suite 112,Fayetteville,INC 28306
office 910-426-6777 fax [phone] license number I C-2354
/ / \ LEGEND: wwwADsitesolutions.com
EIP Oa EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERB
O ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY ��r,11111111////
N/F R/W - RIGHT OF WAY
1 i JUNIOR C. SMITH PROPERTY LINE ��,pFESS/O••MT. ARIEL COMMUNITY CHURCH /Az"
N 590,144.597 D PB 10, PG 33 PG 1 _ SEA/ ADJACENT PROPERTY LINE .4
DB 4199, PG 1867 E 2,038,652.499 \ — TIE LINE 0274
PB 2008, PG 994 NC GRID Nj D 83 > -- RIGHT-OF-WAY `
5/8" ERB EPK w WATER LINE R
0- ERB 0 v / / ` // OVERHEAD UTILITYSL,�rT'•gFL
ER 1— 5/a"� / 3 / \\ i - STREAM //////III1111
ERB �5/8 —ERB EPK j WETLANDS
ERB TBM \ EXISTING EASEMENT LINE I Z - U 4-23
I / 4D DISK #1 X FENCE LINE
N 590,236.976
I E 2,038,574.122 / / \\ / \ i TREE LINE
/ ELEV 209.27
NADfoo r> 100 YEAR FLOOD ZONE
NC GRID NAD 83 � / � REVISIONS
I / NAB 18a $ / O 200 MAJOR CONTOUR
O199 MINOR CONTOUR
30' VEGETATED BUFFER
x 394.47'SPOT ELEVATION
BENCHMARK
s SIGN
I / / / \ ■. m TRANSFORMLIGHT POLE ER
PP. UTILITY POLE
C- GUY WIRE
o
� TELEPHONE
PEDESTAL
WATER VALVE
74 FIRE HYDRANT
17 i 00 6" GV 0 WATER METER1— 17+57.6
/ / 0 ASPHALT
5/8"
/ ERB $ // O �gk0 WETLANDS
0
a PROPOSED FIRE HYDRANT
FH ❑■ PROPOSED WATER METER
17+47.6 T H PROPOSED WATER VALVE
N/F / / /ti �� i i H PROPOSED TAP SLEEVE AND VALVE
DUNCAN'S CROSSING SUBDIVISION
3 • PROPOSED BLOW OFF
PB 2022, PG 318 TIE NEW WATERLINES / /� o j �`/ /�yx�� i� / F2-IPROPOSED TEE
RELOCATION TO o� \V / t/
EXISTING WATERLINES
r
PROJECT NAME
75 ti 4 20�
O 62
461
THELEANDER
LEE PRESERVE
co
j0
— Vv
v
Q
76
CONTRACTOR TO VERIFY El
P
EXISTING UTILITY LOCATIONS / / / i ` / O / // /� >� —�
PRIOR TO INSTALLATION OF / / ♦�- J ( •� D
NEW WATERLINE. RELOCATION MAY / / / / / C `1 ­7 `1' `1' C)
REQUIRE ADJUSTMENT BASED ON �/ / x C / ( �
FOUND LOCATION. / oo -� �11 \1/ ,� mob' J
- - - - ; ' / ^ry / / f z DETAILED
/ � � �
- �- - �1/ > 411+56° ,{A/ •• �. v� < � / Fri
UTILITY PLAN
ERB (x ° ^ �N / r0`L /.I/ 11�
1E P °'A • / z� 11 BEND / _� �
/$„X6" TEE 10+38.8 / 451+BEND
03.9 / . ` �l/o �l �l/ 1/ ( ��i 11 m
LOCATION OF EXISTING 13+42.87 / oo / / o
20" & 8" WATERLINES 3' ;6" GV ��. / 45° BENDS I � \�/ - � � r 1
TO BE RELOCATED / 10+64.4 / 11000, 1 , ITl
OUTSIDE OF PAVEMENT / / 1Xop\N\X\` \ 6„ GV / FH �' ��` �/
10+70.9 10+61.4� 3A ■ \ \ /moo i
/ //� \ ` ../ / ♦� / �■ ��� `L rt 4 CLIENT
/ •. -
10+54.4 �,.FH �2x° o /; �o /�i ( � TRIANGLE LAND
30'-30'� �� - — — -, , PARTNERS LLC
BEND ' / •� � -- -- -- 7
1 11,+79.0 ao CA 1 r� G — 14+�0° _ �i5 i oo T HARRIETTE COURT 17+00
50' R W PUBLIC & UTILITY ACCESS —
�OS1 /11+73.4 ^�X / � � '6"X6" TEE ��_ W6 / 6 )
INV / � 12+76.6 --�_ —'
207.9 /8 RC /� �� 30'—30' 36 9+90.7
45° BEND P// O r 6" GV
11+53.4 a' _ -12+86.4� . . — . . — . . — . . . . — . . —
✓ 10 UTILITY EASEMENT PO BOX 5548
el
ERB 45° BEND *rum.,�� Cary, North Carolina 27512
11+47.6 C Phone: [phone]
�SONS
of PROJECT INFORMATION
CO
�'
W \
NOG ERB DESIGNED BY: BRETT
R/DIVA �® / �/ 27° --- 74 73 72 71 70 69 DRAWN BY: BRETT
CHECKED BY: SCOTT
m ` 'A PROJECT/ PROJECT NUMBER: 20060 QA�
O ALIGN
m I
OFFSETS FROM-EOP I' l
5/8'
; i U
----
DRAWING SCALE
o, FIOUSE /
HORIZONTAL: 1"=60'
W 5/8„
ERA
DATE RELEASED
GRAPHIC SCALE
�' /' f' B �, ` / PP N/F ` 60 0 30 60 120 240 DECEMBER 6, 2023
9 Know what's below. SENTER FAMILY REAL ESTATE LLC
�'/ MARGARET S. PITTMAN & ECM / STEPHENS PLACE OF
Call before you dig. � / 1 R2" JOAN PITTMAN JOYNER / DB 1876, PG 256 SHEET NUMBER
DB 796, PG 812 / ( IN FEET )
/ PB 2000, PG 712
o / / / 1 inch = 60 ft.
/
N
N
N
-401
(6
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