SW5240801_Plansheet 6 - Other_20241119 (5)

i LEGEND
ZONE 1 (30' BUFFER)
� LINES SURVEYED
TED G. GUPTON �" ` ZONE 2 (20' BUFFER) LINES NOT SURVEYED
PIN#286015620792
28 �O� �'�' ` �" ` OVHD DISTRIBUTION LINE(OVERHEAD)
D.B. 15 � PG. 335 p� GUY WIRE
G GAS LINE
CATV
1 — — — — — — — — — UNDERGROUND CABLE
STIR#15I RIGHT OF WAY LIMITS
\ I/ Il M I` G \\ ✓/1� \�` ` GRAVEL LINE
\ \\ \\ A\ \ V A OQ
\\
� —
\ \ \ \ I \ \ \ \ \\ \` R/W ROAD RIGHT OF WAY
x
50 —
DITCH LINE
687 LF CONSTRUCTION `\ `\ `V A �\ 1 \ \ I I I I I \ \ \ V A \ \ \6 \ � W WATER LINE
UT UNDERGROUND TELEPHONE LINE
SAFETY FENCE o \ \ \ \ � s ` 1 i I \s, I 1 (\ �\\\\ \ 204 LF TEMPORARY GAT, ( 50, \;� I I
(DETAIL 8/SHEET 14) \ \ \ I \ \ \ \ I \ DOUBLE ROW SILT FENCE ` WOODS LINE
(DETAIL 3,5 /SHEET 13) ( \�\\ �� SA-1 UE UNDERGROUND ELECTRIC LINE
I� \ \ \ \ �\ \ \ \ ,� \ \ \\\ \\ \ ( `\\\� ` INTERMITTENT STREAM
WELCOME SELF STORAGE 2, ' � � \ \ \ \ \ �� \ \ \ \ `�\\ � �� s -< � � SANITARY SEWER LINE
LLC \ \ \ \� \ \ \\ \ \ TEMPORARY SILT FENCE —x—x—x—x--x—
I � N\ �\ \ \ � \ I � ` FENCE LINE
PIN#286015622642 \ \ \ \ \ \ \ \ \ �� sz \\ \ OUTLET (TYP.) \ �G� `I 0 PROPERTY CORNER(FOUND) EXISTING CONCRETE MONUMENT
01 D.B. 3274, PG. 774 \\ \ \ \ \ \ \ \ \ \ \ \��- (DETAIL 2 /SHEET 14) �\
3 / �_ \\ ` \ \ \ \\ l ` LIGHT POLE ° TREE
STRUCTURE
\ " WIRE HEIGHT LOCATION
o /
N \ cS� \ \ \ I \�I I �s�\ \ \ \ \ \\ \\ I I \\ \\ /�
pC14 I I ( , \ \ I I✓� I \\ \ \\ \ \ \ \STR#14` \\ o (NTS) NOT TO SCALE
00 II I I / 1 `\ \ 00 \\ 1 I ,T I \\ \`\\ 1 I 1 I I \ \ \ \ ` \ I \ \ \ `\ \ \ o Pt POINT NOT SET POWER BOX
�I II\ \ / I \ 1 ( / ` DUKE ENERGY I ( \ \ \ \ \ N I / I I \ \ 1\ 1\\
TELEPHONE PEDISTAL
I � \ I \ \ \ 1 I � , \ \ o CP COMPUTED POINT
PROGRESS \\ \ \ 1\ \�) 1 I \ () / ( 1 r / /� I' � SIGN POST
n _ — \ / �� I I I /� PIN#286015633084 \ \\ �s \ \ \ !\ \ \ \ �\ \ \ J I I CONTROL POINT
Jo — f �' I II ;�\ \ D.B. 2678, PG. 166 \ \ O \ 1 / \ \ \ \ )//
D.B. 586, PG. 490 \ \ \ \ \\ l \\\\ �` \ \ \ I \ I / TIMBER FOUNDATIONS
ry Z � ! \ I I \� \ \ D.B. 893, PG. 621 � \ \ � \\ / C\ \ \ \ \ / I `\ \ I l \ 1 / /�I / I I I ❑T TELEPHONE PEDISTAL
O �
U STEPHEN DEAN I I \� \ ZONING: GB \ \ > \ \ \ \ \ \ \ 1 I \ 1 1 I / / ^ �II ' © WATER MANHOLE C FENCE CORNER
z �O 'o BATCHELOR \N \ / \ \ \ / \ \ \ 1 \\ ( ` i / r ' I WATER METER
PIN #286015623232 1 \ / `�' / / / \ I ) \\ \ I\ \\ 1 \ \ \ \ i 1
ry D.B. 1165, PG. 416 / \ — _ \ _ \�\ `\ \\ \\ \ \ `\ \\\ Y ' I FIRE HYDRANT
Ld I r ZONING: GB I u0 I 1 / I / / / / I I — _ / \\\ \\ \ \ @ \ \ \ \ \ I l I ® WATER VALVE
o c1� 67.01' \ \ \ \
STEPHEN DEAN S3°13'16' W - I ( / / \ \ \ \ ) J I I N / I I 11 I
7� I \ \ \\\\ \ \\ \ / LOD LIMITS OF DISTURBANCE
TCH O \ \ STREAM
— PIN#286015624653 \" �s
Lo
N _ o I I \
(y D.B. 1845, PG. 706 [�1 _ \ I I \� r \ \ \ l ) I I I / XI 1 \ \ \ \ \ \� \ I ` / � ) / / / I / — 30-FOOT JURISDICTIONAL BUFFER
L , °rDr89.08' \ ', I � \ I III .� I� \ \ \ � 1' I / \ I ZONING: GB /) / I I \\ \ \ \ STR#13 I / BUFF 50-FOOT JURISDICTIONAL BUFFER
PROPOSED FIRE
S2°34 30 E � I ( I
�' HYDRANT RELOCATION. �`� I I / — — GG— GG— GG GG— GG— GG 9 1 f I I I I
\ / / 9\ L I SF TEMPORARY SILT FENCE
\ I �-\ I l \ I I \ I I PROPOSED 12" O COIR
SEE SHEET 10.2. — CSF CSF CONSTRUCTION SAFETY FENCE
/// )� I/j/v / l \ \ -``\1\ I ( i I /I I FIBER WATTLES
\\ 1 III ) DETAIL 7 /SHEET 13 TEMPORARY WATTLE
a 1 9 --GG — \� ( \ 7 \ 111 )I — — o I / //) ( IN i3600G. )4yu PIPE INLET PROTECTION
PIPE INLET WASHOUT PIT �,
o PROTECTION .262 a> - N (DETAIL 8/SHEET 13) ,/ �/ N C 4 0`4° I / / / ; l \ 1 1 /�
(DETAIL 2 SHEET 13) z= m I / �\ /// , _ I I r \ \ \ \ 1) II/�\\ (�� eUFFp R 993. PG. 125
- d / / / / / -` \ I I Qo I - I I I \ \ / III `\ �` PROPOSED A E WASHOUT PIT
� �� 1 \ \ / � � cc ss
/�' NO FILL ALLOWED.
�s ° / v o \ V "' I I 1 I A \ V ( �1 \ ) I\ � I � �
\\ \ \ CONSTR. ENTRANCE
\ \ v N0 50 22�W N1°0 1 W III �`' \
TEMPORARY \ \\ �� I I I
= CONSTRUCTION ENTRANCE
DETAIL 1 /SHEET 13 0 _ — — I ) I / I III �� I I \ ) I ( I I I I I II \ \ \ " / \ \\\
L ( ) \ I I I �\ m ® SILT FENCE OUTLET
265
o RIPRAP OUTLET
,g o �! I \ \ \ ( j I I I (I / I r_ _ — �� �/ \ \ I / /\ 1/ \\ \ \\1 \ 1 \e`FF/ I \ ACCESS, NO FILL ALLOWED
o PROTECTION 03/DW
r7 (DETAIL 8/SHEET 12) SF
cp F ,— LOU /�T Lo —�— L \ \ - MATTED ACCESS
c° S� LOB/ LO
— LOD / / °
I \ -� $%� <off v �, �03 36 N �n N
N TEMPORARY BRIDGE
GENERAL NOTES:
~ // \— 1 1 II 1 RICHARD HOWARD FERGUSON AND \ \ 1. SEE THIS SHEET AND GENERAL NOTES SHEET 2 FOR EROSION AND
T \ l -256, 1 WIFE, IRENE CREEKMORE / �� SEDIMENT CONTROL SEQUENCING AND GENERAL GUIDELINES.
°, PIPE INLET / I I 676 LF TEMPORARY SINGLE ° 2. SILT FENCE AND CONSTRUCTION SAFETY FENCE TO BE PLACED AT
a� PROTECTION \ _ _ I JFG ELECTRIC, INC. FERGUSON LIMITS OF DISTURBANCE. SHOWN AS OFFSET FOR CLARITY.
w (DETAIL 2 /SHEET 13) ( PIN#268015628604
ROW SILT FENCE PIN#286015721905
1 / D.B. 2130, PG. 386 (DETAIL 3 SHEET 13) D.B. 1697, PG. 31 \I�
ZONING: GB SECOND TRACT l �FF LIMITS OF DISTURBANCE
I PROPOSED 12 O COIR / \\ \ TOTAL AREA: 10.0 AC
j 11 I ) ZONING: GB
I �Ss I PROP. 15" CL. IV RCP FIBER WATTLES Co
N ��^ CULVERT AND FLARED (DETAIL 7 SHEET 13) ` ` ��G� EROSION AND SEDIMENT CONTROL SEQUENCE
E \ L END SECTIONS. SEE \ PHASE I:
C14 ' PROFILE SH. 11. ` "'� 1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND
PROPOSED 12" O COIR DISTURBANCE ACTIVITY.
FIBER WATTLES 2. SCHEDULE A PRE-CONSTRUCTION MEETING WITH DEQ-DEMLR
O (DETAIL 7/SHEET 13) RALEIGH REGIONAL OFFICE PRIOR TO THE COMMENCEMENT OF
I LAND DISTURBING ACTIVITY.
o PROPOSED 12" O COIR ` \ 3. A PRE-CONSTRUCTION MEETING MUST BE HELD 48 HOURS PRIOR
N FIBER WATTLES TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION
o (DETAIL 7/SHEET 13) / \\ \ \� o� / CONTROL INSPECTOR, ENGINEER OF RECORD, CONTRACTOR,
NCDOT REPRESENTATIVE AND DEP REPRESENTATIVE SHALL BE IN
L c / ATTENDANCE.
E
4. THE CONTRACTOR SHALL CLEARLY DEMARCATE THE LIMITS OF
° I DISTURBANCE WITH STAKES, RIBBONS, OR OTHER APPROPRIATE
Z TEMPORARY BRIDGE VISUAL MARKING DEVICES. THE LIMITS OF DISTURBANCE SHALL BE
OVER STREAM / \ PROPOSED ACCESS MAINTAINED FOR THE DURATION OF THE PROJECT. NO LAND
(DETAIL 4/SHEET 14) / \\ DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS OF DISTURBANCE
w TO BE MATTED INDICATED ON THE DRAWINGS.
(DETAIL 3/SHEET 14) 5. REMOVE EXISTING DRIVEWAY CULVERT, INSTALL PROPOSED FIRE
n 50, L HYDRANT AND DUCTILE IRON FORCEMAIN, INSTALL NEW DRIVEWAY
I 1 \ CULVERT, RIPRAP OUTLET PAD, FLARED END SECTIONS AND
CONSTRUCTION ENTRANCE .
o , �- \ \ > 6. INSTALL SILT FENCE, SILT FENCE OUTLETS, WATTLES, INLET
\\ PROTECTION, WASHOUT PIT, COMPOSITE MATTING AND
o TEMPORARY BRIDGE OVER STREAM.
0 EXISTING STREAM ` ` ` 7. COMMENCE CLEARING AND GRUBBING IN AREAS SHOWN ON PLAN
o
SHEET 4.
in
Graphic Scale
� k \ > 50 0 50 100 FT
Ld
50 oa GAT \ \ STR#12
1 inch = 50 feet
0 r J
L PROPOSED 12" O COIR
FIBER WATTLES \
DETAIL 7 /SHEET 13 V DUKE
o7
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WSP USA ENERGY®
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5710 OLEANDER DRIVE,SUITE 110
0100 ENVIRONMENT& INFRASTRUCTURE INC. PROGRESS
WILMINGTON,NC 28403 411 FAYETTEVILLE STREET
� V A -in8 TEL:[phone] FAX:[phone]
N
I � ENG.LICENSURE:F-1253 RALEIGH N.C. 27601
��` Cj``` TELEPHONE NO. [phone]
cn G 11/15/2024 ISSUED FOR REVIEW- 100% DESIGN RS WIN MB � � �i
i N�.�N ° ti�tlllrr���
F 08/01/2024 ISSUED FOR REVIEW- 100% DESIGN WMN ML TL / '(G ' �*,�\k Cq�+pfi TITLE SPRING HOPE 115KV
E 05/10/2024 ISSUED FOR REVIEW- 95% DESIGN WMN BBC TL �" �� P�/ \ :�� ''E$� ••'� : SUBSTATION REBUILD
D 04/19/2024 ISSUED FOR REVIEW- 75% DESIGN WMN DCO TL ' S ` , �\\ \ a4 EROSION CONTROL - PHASE I
C 03/15/2024 ISSUED FOR REVIEW- 50% DESIGN WMN BBC TL I� $ �_ LOCATION 805 EAST NASH STREET, SPRING HOPE, NC
0° B 03/01/2024 ISSUED FOR REVIEW- 30% CONCEPTUAL RS WMN TL �`►VGIN�,.' SCALE AS SHOWN SCALE RATIO 1:1 DEP PRJ. N0. 170911A01
A 12/15/2023 ISSUED FOR REVIEW-25% CONCEPTUAL WMN BBC TL ` f�� 4EL Ii`� DRAWN Rs CHK. WN APP. MB
° N0. DATE REVISION DR. CK. APP. DATE 11/15/2024 JOB NO. 7818230203 DWG NO.: RDC-28668- 6 OF 18