SW6240105_Plansheet - Other_20240424 (5)

NEI 4Dsite
solutions
I / LEGEND: civil engineering I land surveying
I / : A - EiP 0 EIP—EXISTING IRON PIPE 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
EPK0 EPK-EXISTING PK NAIL office 910-426-6777 fax j 930-426-5777 license number I C-2354
ERG wwwADsitesolutions.com
O ERB—EXISTING REBAR
■� 1 o COMPUTED POINT
N/F — NOW OR FORMERLY
cy / / /N �■ ,` R/W — RIGHT OF WAY
� � / � � � � � / � � PROPERT��� Y LINE ����\1111111//�7/
/
/ ° / l I I `� `�' ADJACENT PROPERTY LINE `����-(N CAROB//,
TIE LINE �� 0,• FESS/p s• ♦i
�♦ RIGHT—OF—WAY .4
e w� WATER LINE — SEA
0274
f f
J-- r r , // OVERHEAD UTILITY
�' / / 1 / //I / ■ \ �/ / s— CREEKWETLANDS N� •.�aZ
/ Jam".// / ry�o / f /� , / f 11// ' J ♦ l �� I _ 30' 30' 30' VEGETATED BUFFER ♦♦/ CO7 ``�
PLY, T••8�` �`��
Ld
���/IIIIIIN��
PP I A o I w J, ^x .� / �/ , .�, �.�. •♦ e ,�.�. �.�, y.� ,�` . EXISTING EASEMENT LINE
•� 3 I +- ' O / ^/ / / 60 1 1/ / / < ✓ ♦ / / X FENCE LINE U,[/,� Z-24/
w
N// ♦� > / o i i o TREE LINE
N ' J / // 1 f/ // /J / l < r ♦J h `1' ✓i /� 230 MAJOR CONTOUR
O89 r= / / / / / r ( ♦ ) / / 232 MINOR CONTOUR
I �. ` �/ r / �� •1 REVISIONS
o x z34.a7 SPOT ELEVATION
2Ao I o 6"X6" TEE ,O/ o / / ✓ / ` ♦ r BENCHMARK
15+54.1 /) /
9+87.0• s �6 / J / Mo �-
SIGN SIGN
/ ,oj- o
,� ��_ I /. xe.. GV � ) ♦ ■ CA 4 STREET LIGHT
I _ _ ©TRANSFORMER
15+64.1
o I I 68 10' UTILITY & pp UTILITY POLE
�3 N I ^ I i O DRAINAGE / ko° 15+44.1 \ / �/ / f < ■ � 14
�� C GUY WIRE
TY EASEMENT
cn I EASEMENT / , \ PLUG & TAP 2" 61 1
w uwi a I ' / i�G ( 10+43.4 O / // ■ ■ 1 ' J \ ` �, , ❑T TELEPHONE PEDESTAL
Of W o, ' I 78 10'LIFROM CENTER ��21 GO��c�55� �•yam \ \ \ / I / /// // l ■f --� o))) ! ' 1 o D4 WATER VALVE
Z o i° I OF WATER LINE `' p`� y P //� 2" GV �10' UTILITY & / f / / 4 \10 J� FIRE HYDRANT
0 Of m I ' 45° BEND' 0 ��O v \� FH \ 10+53.0 \ DRAINAGE �� ) 1 ■ 30 30' , J� �.•�� J yIJ WATER METER
`�c�o I I _ I �� gy / 10+38.0 \ s \ EASEMENT �� i r� �r / / Q ■ r
,�, 88 I ,13�27.1 O �G ��/ o. S�/ e / / // `• v ASPHALT
45° BEND t1 Q / / o\. \ , \\ �P F / / / •�, ^/_ - _ _ ' f
FH �.�� �0 i d G
6' GV ( 10+38.0 13+04.3 ��' - _ ��"_j WETLANDS
o �I / G�\ � �P / 1 ■� UNSUITABLE SOILS
\ )
I N ` e„ GV — . . — . . — . . — . . / ` �\ \ 2 � /f // ■ �� �.- PROPOSED FIRE HYDRANT
6"X6" TEE: 45° BEND \ <� / / / / / •�, • ` `� o
15+99.4 + 0 10+48.0 -- - -- 13+37.7 / \. rj c� Gj \ j ��° I 1 • �- �- \ �� ❑■ PROPOSED WATER METER
}a 9+87.0 I W6 W6 ��45° BEND / �`�' \� AGO\ j / / I ►� PROPOSED WATER VALVE
3 :s+7s io+oo �\ L TSV
►N PROPOSED TAP SLEEVE AND VALVE
o I 6" GV 11.25° BEND \� i ��j\ ��� / / •
3 J I 15+89.4�— 12+75.4
4
230 10' UTILITY & / / / "` • PROPOSED BLOW OFF
— � / �� ��
DRAINAGE F2 I PROPOSED TEE
c�
EASEMENT
wI I / — . . — . . —� . . — . .�. . — . . ...� \ J \ \\ \ / � ' f Lr
87 : / 10' UTILITY &
>F I o I DRAINAGE
PP / / j: I i 79 / EASEMENT \ \ "2" BO PROJECT NAME
12+63.8
0
%- 21 . \ , ELYSE
N I N I N ` 22� r0 / '0 / f
- 0
, \Z_ \ / / - '^ �/ 63 -- " MEADOWS
I '
SUBDIVISION
\ \y \ o Al�'
Uj
FH �
13+30.6 I O
6" PLUG & TAP 2"
13+25.1 I I 0-
m / O
13+15.1
'I o I' ; / r ��� �\ ., _ DETAILED
UTILITY PLAN
/ 17 \ \ 5` ors
f � I ' N ?
I
/ 10' UTILITY & N
! I >
DRAINAGE
EASEMENT I I IZ J / / /
/ / / CLIENT
Ld
Ld
LLJ
/ 1 Co TRIANGLE LAND
0 -:3 ) PARTNERS, LLC
fA
2" BO
10+51.1 J
l PO Box 5548
Cary, North Carolina 27512
Phone: [phone]
/ 83
10 UTILITY & O
I I DRAINAGE PROJECT INFORMATION
EASEMENT
DESIGNED BY: CALEB
SHEET KEY
84 DRAWN BY: CALEB
F C4.1 CHECKED BY: SCOTT
PROJECT NUMBER: 2000
0
C4.3 C4.2 DRAWING SCALE
HORIZONTAL: 1"=60'
DATE RELEASED
.10 GRAPHIC SCALE
APRIL 22, 2024
60 0 30 60 120 240
Know what's below. IN FEET
� SHEET NUMBER
Call before you dig. I inch - 60 ft.
C -404
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