SW5240801_Plansheet 8.1 - Other_20241119 (2)

LEGEND
LINES SURVEYED
MAINTAIN MATTED ACCESS I LINES NOT SURVEYED
OVHD DISTRIBUTION LINE(OVERHEAD)
Co I / PROPOSED ACCESS.
NO FILL ALLOWED.
w , CDGUY WIRE
I w � G — GAS LINE
Q()� m: I O O� Q 4 � 4 00� (10� 00-1001 CIO� (]0-1(]0-1 QOJ 001 (101 40� 40� 0_1 — — — CATV — — - UNDERGROUND CABLE
GRAVEL LINE
ILLI . L 3 — RIGHT OF WAY LIMITS
-- R/W ROAD RIGHT OF WAY
�~ —
_ _ DITCH LINE
W WATER LINE
I Q " + UT UNDERGROUND TELEPHONE LINE
7 I STR#11
� LLI LOD LOD � LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD WOODS LINE
` / 7O UE UNDERGROUND ELECTRIC LINE
W / MAINTAIN TEMPORARY - S SANITARY SEWER LINE
/ BRIDGE OVER STREAM o —x—x—x—x—x— FENCE LINE
/ c� O 0 PROPERTY CORNER(FOUND) EXISTING CONCRETE MONUMENT
- LIGHT POLE
0 TREE
O I - I MAINTAIN TEMPORARY o Cob STRUCTURE
C14O _ CONSTRUCTION ENTRANCE (NTS) NOT TO SCALE X WIRE HEIGHT LOCATION
ro
00 p o Pt POINT NOT SET POWER BOX
00
r�l o CP COMPUTED POINT ❑T TELEPHONE PEDISTAL
SIGN POST
D_
CONTROL POINT
J
J
O TIMBER FOUNDATIONS
ry OO ' � TELEPHONE PEDISTAL
Z C FENCE CORNER
© WATER MANHOLE
Z SEE MATCHLINE THIS SHEET
O Q O WATER METER
(n O
O
� ti a FIRE HYDRANT
w ry
O J 00 WATER VALVE
00
LOD LIMITS OF DISTURBANCE
3
> STREAM
N
BUFF 50-FOOT JURISDICTIONAL BUFFER
L
° O
SF TEMPORARY SILT FENCE
� r
O
� o TEMPORARY WATTLE
a PIPE INLET PROTECTION/WATTLE CHECK DAM
O
J
p ® WASHOUT PIT
� OJ O
C:
0
/ O
o EXISTING GRAVEL ROAD CONSTR. ENTRANCE
a
O
ACCESS, NO FILL ALLOWED
a
= o°> o°
L a MATTED ACCESS
a
rOl Oo
O
o Oj
o TEMPORARY BRIDGE
I p
l
65 PROPOSED MAJOR CONTOUR(5-FT)
00 00 EXISTING GRAVEL ROAD 0 64 PROPOSED MINOR CONTOUR(1-FT)
0
PROPOSED TREE LINE
o 1/00 -� DOS - O
10 4 o 0 0 0 0 o GRAVEL SHOULDER
j �O0 �O> Q ACCESS ROAD
O
J
w `O° o GENERAL NOTES:
0 1. SEE GENERAL NOTES SHEET 2 FOR EROSION AND SEDIMENT
j °> CONTROL SEQUENCING AND GENERAL GUIDELINES.
0
o
oo LIMITS OF DISTURBANCE
Q
o TOTAL AREA: 10.0 AC
o �
N
o r EXISTING PERMANENT DRIVEWAY: SOLAR FARM
0 ACCESS EASEMENT
N �euFF� 7299 US-64 ALT.
o o EROSION AND SEDIMENT CONTROL SEQUENCE
N
TEMPORARY CONSTRUCTION ACCESS DRIVEWAY PHASE III:
O FOR CONSTRUCTION ACTIVITY AT TRANSMISSION o T SEE SHEET 8.
STRUCTURE#12, PART OF THE SPRING HOPE 115KV o
E �,,,� o SUBSTATION RE-BUILD PROJECT. NO IMPROVEMENTS
-- ` ARE WARRANTED AT THE EXISTING DRIVEWAY. THE o°
z "'�, ACCESS ROUTE FROM US HWY 64 ALT. PUBLIC
" RIGHT-OF-WAY IS SHOWN FOR INFORMATION ONLY.
W O
`� 0 o N
Q ` LOD
D_
J
o NASH ST.(US HWY 64 ALT) o
zo ` 60' PUBLIC R/W
0 (PER D.B. 1165 , PG. 416)
G � OMEN
Z T
0 �� SEE MATCHLINE THIS SHEET
�
50 O
�, Graphic Scale
50 100 FT
- 8
°, � 1 inch = 50 feet
o
J o0
o DUKE
0
7
ENERGY.,
r
°' o WSP USA
c
L ENVIRONMENT& INFRASTRUCTURE INC.
(n 5710 OLEANDER DRIVE,SUITE 110 PROGRESS
WILMINGTON,NC 28403
(n p TEL:[phone] FAX:[phone] 411 FAYETTEVILLE STREET
0 ENG.LICENSURE:F-1253 RALEIGH N.C. 27601
TELEPHONE NO. [phone]
(n G 11/15/2024 ISSUED FOR REVIEW- 100% DESIGN RS WN MB
F 08/01/2024 ISSUED FOR REVIEW- 100% DESIGN WMN ML TL ��� �q� �if TITLE SPRING HOPE 115KV
E 05/10/2024 ISSUED FOR REVIEW- 95% DESIGN WMN BBC TL ' Ess SUBSTATION REBUILD
a:
D 04/19/2024 ISSUED FOR REVIEW- 75% DESIGN WMN DCO TL _ 4 r'; EROSION CONTROL - PHASE III
T(n C 03/15/2024 ISSUED FOR REVIEW- 50% DESIGN WMN BBC TL it LOCATION 805 EAST NASH STREET, SPRING HOPE, NC
0° B 03/01/2024 ISSUED FOR REVIEW- 30% CONCEPTUAL RS WMN TL • • �`►VQ�� 1z SCALE AS SHOWN SCALE RATIO 1:1 DEP PRJ. NO. 170911AO1
•� ��.•� Rti�, DRAWN RS CHK. WN APP. MB
A 12/15/2023 ISSUED FOR REVIEW-25% CONCEPTUAL WMN BBC TL �r�H��i ili►B��*
0 N0. DATE REVISION DR. CK. APP. DATE 11/15/2024 JOB NO. 7818230203 DWG NO.: RDC-28668-8.1 OF 18