SW6240103_Plansheet - Other_20240119

site
EPLEGEND: 1� j solutions
I OO EIP—EXISTING IRON PIPE x 394.47'SPOT ELEVATION civil engineering I land surveying
NC H/GHIwAY 27 \ EPK0 EPK-EXISTING PK NAIL �BENCHMARK I 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
ERGO ERB—EXISTING REBAR EEI SIGN wwwADsitesolutions.com
\ C COMPUTED POINT [!]TRANSFORMER
I
N/F — NOW OR FORMERLY * LIGHT POLE
SITE y \ R/W - RIGHT OF WAY pp 0 UTILITY POLE
PROPERTY LINE C GUY WIRE
5/8" ADJACENT PROPERTY LINE 0 TELEPHONE PEDESTAL ��
ERB \ — TIE LINE NWATER VALVE �8 I �``�N CARq�%
w WATER LINE I WATER METER
\ - RIGHT-OF-WAY FIRE HYDRANT ��•�FESS/0••.
SEA
OVERHEAD UTILITY ASPHALT 0274
\ — STREAM WETLANDS I
WETLANDS o PROPOSED FIRE HYDRANT •`�VG I NE •••:v1Z`��
\ EXISTING EASEMENT LINE ❑■ PROPOSED WATER METER °> I '���ISC'OTT••g�
X FENCE LINE ►N PROPOSED WATER VALVETSV �, ///611 11111�����
NORTH / \ TREE LINE H PROPOSED TAP SLEEVE AND VALVE
ioo YF 100 YEAR FLOOD ZONE • PROPOSED BLOW OFF
I/ \ 200 MAJOR CONTOUR F2-(PROPOSED TEE
VICINITY MAP \ 199 MINOR CONTOUR
\ ERB ERS 30' VEGETATED BUFFER N/F I REVISIONS
NOT TO SCALE \ / / \ GENERAL UTILITY TRACT 3 OF COMPANY, INC.
ERB' / / DB 566, PG 155
N/F
SMITH N 586,876.362 °°t
JUNIOR DB1343, PG881
PB 10, PG 33 I o J f QNC2GRID N17 AD83 I�
MT. ARIEL COMMUNITY CHURCH // ' EXISTING / (2011)
2" FLATBAR
DB 4199, PG 1867 Z 1 EXISTING
PB 2008, PG 994 N 590,144.597 �- � � W AXLE
% NC2GRID NAD483
5/8 /
2011
ERGO TBM / ERB EPK j J
o-- 4D DISK 1 5 8 EIS' ( ) / r, Z� i �� � O� _ L �� �l r ,lW _� - �� N/F
# �D pj�l W W „/—�. I GENERAL UTILITY
5/8" N 590,236.976 _ ° p U1 /�
ERB 5/8' E 2,038,574.122 24 CD e o
� COMPANY, INC.
ERB �
S o (0 4 �, / �/ . ,/l^I TRACT 1 OF
ERB EPK / \ O 22 23 O 26 27 / 28 �.1 1 b o r W W �/_� DB 566, PG F
� ELEV 209.27 �/ 21 � f
INC GRID NAD 83 / d O $ 9 O 11 12 13 18 19 20 t o �� Q W"� -� / / J /
I (2011) O O 10 14 S a�`U�. /`1-� /� /1 / // 9 / /
/ NAVD 88 // O 15 16 17 O h ��. _ S/ / o/r` ✓� 1 //
i�� THOMAS TRAIL _ /
5/8 C & UTILITY ACCESS) — Q % �'�`'. W y W W W Q o 29 /
50' R/W (PUBLIC
.
— . . . . — —. . — —— T— iLu
i /
f - = / M �- 34 33 32
\ 75// ,. p 30 /G T r /l( i_ V
y
N/F � J / / / O O O � • I .., � 1
f O •�
DUNCAN'S CROSSING SUBDIVISION V / / 57 i o �� V o V ,.,J
� � � � PROJECT NAME
PB 2022, PG 318
76
CD
CD 0
THELEANDER
..�sr 1/2 CD
LEE PRESERVE
_ IQIIBIIBIT MiD qlY ;//� ' / • '/ _`NW W y r y��W 'C J W ` O ✓ O 51 \\` I / �[\ f \ _ , C ` '""j-.lam- �r ' �. `' W,o W W,r•y a. �� V l
�58 „ / '� I / / +�—W �S-/ W W":v i _— — L s p� ) r�� 'may' "VW s•W.` y .v W W �1
ERB CA�L i�-• 111) .. ` W
�. WI.Y� y
va A —I W •lr W .Y .Y W/�W _ W W 1J\�Wf _ _•Ve• 4 ✓ CA 2 W "�W Q„ �' V �' ( • 39 � /// vV
V /
/ \30//4yQ`�\l , sl 44 /^ / /—` C` _/JJr /✓�i-� ��' V V- /`h� \ •V\\O n 4� O\1 4\\` �^�V��' �J/!////f/{ Y 76/W O i '� „W WW WWA`�'��Vu��•Q'
-11" / !`
..30 ARRIETTE COURT V �//cCA1 H
OS1 W 1Wp�•d.Yy/VWy"i4 1`•Y/(�/W.Y
/
l
INV / \ -- 50_R/W (PUBLIC & UTILITY ACCESS) f� ) -\ l
207. — . . — I i`f )J�/ I � •'� J , �� \ �� 40 CA 3
ERB' —� S ( t)�y � ♦ 'F+ � \_�1� \\� O � WW'� 1y� WWW
*(Ay'_,)\ ay
41 ✓ , �rr ��W�' W W�W W W W � W W W GENERAL UTILITY
5 8 ( \ f COMPANY, INC.
'> / _ W 1 f \ vl /`- �- y( W$ W � W W W � A TRACT 4 OF
73 72 71 70 69 68 67 j' 66 65 r' I `\I� ? 42 J- �/� /Z 1 //,�� r-�� �4 W s , W W `�W ,/ / DB 566, PG 155
5/8"ERB �� "m 64 l i � � I l S�(\ \ 1 43 fir\ r J�J 1//� �- �' /�� /� l�° �� �� W,rW W y '. / OVERALL
5/8
— � s HOU � � I ` � � ���• `�,�'r�'.� —^1 �l( / �`a V�1/W ,�•.� $ .✓+ \
D.ERB"
UTILITY PLAN
� ` l � �^' 1 L ` a .,W .v W / � ^�/-- /" i .—✓�J"�/ `�. � �, �}+ �•� �\.I ^ U.v� .v ly/ .4 1 /
r !j- � r •� W W \ W V W \ 1 \ I 1
V 0 / ^/ � -. `�\� .✓ W .� Q W W s• \ 1
ECM ECM
EXISTING
LIGHTWOOD
ERB PIN. 0538-88-6399■000
/ �\B STAKE
WITH NAIL
MARGARET S. PITTMAN & / / o° MURPHY N/F LLC
JOAN PITTMAN JOYNER / ® ® a/ TRACT 1 OF DB 796, PG 812 / /
PB 2000, PG 712 / DB 2694, PG 859
/ ❑ ❑ PB 99, PG 135 CLIENT
N
I /
/ I / SENTER FAMILY REAL ESTATE LLC TRIANGLE LAND
/ I STEPHENS PLACE OF
DB 1876, PG 256 PARTNERS LLC
' APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY.
1 I I CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT
1 MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM
I I 1 TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT,
1
1 \ONS CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. 9
I I O I o 1 PO Box 5548
I1 *ALL UTILITY WORK IS TO BE COORDINATED WITH HARNETT REGIONAL WATER Cary, North Carolina27512
A/CGR4D'VgD Phone: [phone]
I I
1 SEE SHEET G-1.0 FOR UTILITY NOTES
I I I
111001 PROJECT INFORMATION
i
5/8„
ERB DESIGNED BY: BRETT
1„
EIP O DRAWN BY: BRETT
CHECKED BY: SCOTT
N I I PROJECT NUMBER: 2006
o \N
F I
DRAWING SCALE
U
3 HORIZONTAL: 1"=150'
W
o ,
DATE RELEASED
GRAPHIC SCALE
lso 0 75 lso 300 soo DECEMBER 6, 2023
Know what's below.
a`
T Call before you dig.
( IN FEET ) SHEET NUMBER
0
1 inch = 150 ft.
-400
a
m
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