20230381 Ver 1_Grading DKE22058 Fayetteville_ESC Plans_20230309

Iti.
3 4 5 6 8 9
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_,� LEGEND:
STORMWATER EXISTING MAJOR CONTOUR
ACCESS & su
" �/ °' EASEMENTCE PROPOSED MAJOR CONTOUR
1 \ \ CLASS 'B' SSIPATER / o^� - \ ` '• s� - - - - - - -- - - -- - EXISTING MINOR CONTOUR
VELOCITY DI i \
\ PAD 12'L X 6'W X
A,. A, .u. rl � �� ,;z"f � � /` � % / � • i�. / 1 \\ \\ \ \\\\ \` \ V PROPOSED MINOR CONTOUR
LD to LD LO LIMITS OF DISTURBANCE
,& Ak ,I o^�� � A \ \ \ � \\ \ \ `y � � 1 1 s�-------------.__..�--------- STORMWATER
MAINTENANCE EASEMENT
3:1 MAX SLOPE �ro0 I I { °il S ( /� / �13 `17
Au EXISTING TREE LINE
STORMWATER � � � � � \ \ � \ � \ �'1 1 1 \ kRIM- 170,40'
CONTRflL-MEASQIRE`
�. / / � � PROPOSED TREE LINE
o
�� �� / / (SEE STORMWATER- � 4 � i � ! � \ \ \ \ � \
,� ,� ✓ - - ' / / CONTROL MEASURE
SH El-T.TS / VELOCITY SS'S' D IPRAP
IPATER \ 1 r 1 1 s \
!y • f PAD 12-L x 6'w x J 1 1 1 \ GRADING NOTES
A, Ak / DI- OQ r l r' I I / _� Y 22"r 1 , 1. CONTRACTOR SHALL CALL "NC811" 811 OR 800-632-4949 AT
/(11-�1Q�)/ J �' FES-100� a - ��` 1 r { )
..� � � \ \ \ \ � 1 I ` � LEAST 3 FULL BUSINESS DAYS PRIOR TO MOBILIZATION TO HAVE
1/8'/ RP _ a\ \ \ \ \ r j \ 1 1 1 ( EXISTING UTILITIES LOCATED. REPORT ANY DISCREPANCIES TO THE
F �50� / \ \ \ 1 1 ` 1 >� ENGINEER.
2. ALL BACKFILL SHALL BE NON --PLASTIC IN NATURE, FREE FROM
ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR
/ ` OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
J / / r \ \ \\ \ \ \ \ \ , \ 1 O 1 \ \ \ CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
Jr � y r,� \ i 3. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS
/ / SEE PERMANENT � \ \ \ \ \ \ \ \\ \ `\\ 1 , ` \ UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
O O \ 1 \ REPLACED WITH SUITABLE MATERIAL
/ � /� /� �- k DITCH SUMMARY DU 1 E Y ' R �O �
0_ N THIS SHEET (100-101) \ / p \ ' \ \ \ \ 4. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
68LF 24" p� \ \ EI ❑2� 74� �Q 6� , IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE
SITE NO. 2 /// / / �'' / 6 / / ! v / �� \ 0.5 \ \ \ O `� = O . SHALL BE THOROUGHLY COMPACTED TO 95X OF THE MAXIMUM
/ F / / f I-10 ��� PI f Q 2b,- 2 � �j 1 DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.
..DISPOSAL SITE" /�/ / / �. / j / �" / `� \ \ .� \ r� \ \ 1
PB. 84 PG. 3 �// / / / i / / is 7- \ Q 6 O B 1 THE TOP EIGHT {g} INCHES SHALL BE COMPACTED TO 100
l/- TREELINE (TYP.) - ^ / / ,i / , z.zs x �, 6 O \ '� g O \"� ` \ \ 1 1 PERCENT STANDARD PROCTOR.
PD-1B 159 LF i / / `-I. \ B. 84 Imo ,. l 1 \ 1
r // % / / I / SEE PERMANENT / f ` \ \ \ `A i 1 5. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE
// %/ // // �/'✓ ' / /f / / r / i � DITCH SUMMARY / 4:1 MAX SLOPE \A,REA � �0�7 �C�0S I �1 �\ O I IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
ON THIS SHEET,, \x \ \ \ \ \ 1 1 1
, B. ALL EXISTING STRUCTURES THAT REMAIN WITHIN THE PROJECT
% // / // / / / / 1 / / ! , \ \ \ \ \ i 1 \ I I AREA SHALL BE ADJUSTED TO FINISH GRADE.
/4:1 MAX SLOPE / a / / / / / ' f i PD-2 81LF -_ / x x 82 \ \ \ \\ \ \ , ` \ 1 I + � I { 7. AT THE START OF GRADING INVOLVING THE LOWERING OF THE
/ 1 k / / / / SEE PERMANENT / `x \O \ \ \+ \ 1 1 f / I EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A
r / >'/ / / /
E / // / I � I 1/ � ' / � � � � iDITGH SUMMARY -�'�^ R T l � \ � \ \ � \ 1 \ � � 1 1 1 1 j � / / CLEAN, SHARP, VERTICAL CUT, SHALL BE MADE AT THE EDGE OF
ON THIS SHEET / \ \ y 1 ' 1 ! I / / THE TREE SAVE AREA AT THE SAME
TIME
R�
1 CONTROL MEASURES ARE INSTALLED. TREE PROTECTION ENC FENCING
p / SHALL BE INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY
11 11 11 !1 1 11 I /J / FROM THE TREE TRUNK.
SECURITY FENCE, 10' WIDE STORMWATER PD-4 83 LF I I �a { f / 8. NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS,
TYP.) ACCESS & MAINTENANCE SEE PERMANENT I ' 1 ` I
/ f FILL, OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE
EASEMENT DITCH SUMMARY A '1$� a J / t ) I 1 1 1 1 1 1 1 I ROOT PROTECTION ZONE, AND NO TRESPASSING SHALL BE
ON THIS SHEET / ) { { 1 1 ! ' ` ` ` I ALLOWED WITH THE BOUNDARY OF THE ROOT PROTECTION ZONE.
�14:1 MAX SLOPE { { { { 1 I ` / 9. CONTRACTOR SHALL NOTIFY ENGINEER FOR GRADE/STRING LINE
INSPECTION PRIOR TO INSTALLING ANY ASPHALT OR CONCRETE
10. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED
UNLESSEOTHELEATRWISE (NOTE0.TOP F STONE. TOP of GRASS, ETC)
ti { ! { { { I ti f
11. ALL SOILS SHALL BE COMPACTED TO LEAST AS OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY
AS OR SPECIFIED IN
THE GEOTECHNICAL REPORT, THE MORE STRINGENT SHALL APPLY.
12. FILL PLACEMENT SHOULD BE INITIATED AT THE TOE OF THE
SLOPE, AND BENCHES SHALL BE CUT INTO EXISTING SOILS TO
/ / / / / r G L� / h PROVIDE A HORIZONTAL SURFACE FOR COMPACTION. SLOPES
EXISWETAiNGREA�� / // / / // / // / / // � � C ���b r�E s J I I ! { { { , { { LEAALL BE OVERBUILT AND V LEAVING THE EXPOSED FACEUWELL COMPACTECK TO THED VEGIRED ETATION DE'
D LIMITS / // / % / / / / / / / / , / / / / / �OpR ! I /l J { { { { I I J I I I f SHALL BE ESTABLISHED AS SOON AS PRACTICAL ALONG ALL
TIN P LE I �g J I I J { ! j I SLOPES. RAINWATER SHALL BE DIVERTED AWAY FROM THE CREST
RN UI �` o� I I f { f I OF SLOPES TO REDUCE EROSION.
k 1 I ! { { 1 I
13. CONTRACTOR TO REFER TO GEOTECHNICAL TESTING FOR GUIDANCE
PD-1A 122 LF j J
1 J I { { I I IN SITEWORK COMPLETED BY S&ME.
/SEE PERMANENT
DITCH SUMMARY / / o / r/Lu / / \ \, !, { { I I 14. CONTRACTOR TO STOCKPILE EXCESS CUT MATERIAL IN DESIGNATED
ON THIS, SHEET / I I I GRAVEL �, 1 I / J J { { { { I AREAS ONSITE. EXCESS MATERIAL THAT CANNOT BE SPOILED
/ / / / J / / / / y ! -� -- - /GRAVEN J I { { { ONSITE SHALL BE REMOVED AND DISPOSED OF PROPERLY
/ l OFFSITE. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO
/ / / FXjISTING J GRAVEL k 1 I. I r'' { { I I I 1. EXPORTING MATERIALS OFFSITE.
�Cuf m L
I
, I R,GRAVEL PAVEMENT
f'1
1 STORM READY RESPONSIBILITIES
/ o oj EXISTING
/G M EXISTING <o oy SECURITY FENCE 1. LEAVE ALL SITES WITH LAND DISTURBING ACTIVITY IN A "STORM
BUILVING BOLLARD READYSTATE". CONTRACTORS SHOULD CONDUCT EXTRA INSPEC
TIONS
r TO ENSURE BMPS ARE IN PLACE BEFORE THEY LEAVE THE PROJECT
r °y 1 f I SITE FOR THE DAY.
GRAVEL \
1 cHr POLE '8s8, MraNc / 1 %� °y ExIST1Nc GAL
EXIS�TIA SIDE N0 / J J / BUILDING ^�. 1 �'-� o PHONE TOwI 1 j f 2. ENSURE SEDIMENT BASINS OR CONTAINMENTS HAVE ENOUGH
-$IsPOSAI/ I r� / r / / f / / I li I J fI '-- / / /I o�M1 ASPHALT \\ iw o� y 1 { + I { FREEBOARD TO ACCOMMODATE HEAVY RAINS WITHOUT OVERFLOWING.
hG%�A�SPHALT \ \ { I I { { { { { 3. ONCE THE RAIN PASSES ENSURE OPERATORS INSPECT AND DRAIN
�
VEMENT 'lam' \ ! '
•{� � � 1 { 1 CONTAINMENTS AS NECESSARY. IF COLLECTED WATER IS
HOk cO�T // / �_-4" a I o 1 \ { I ! { { SIGNIFICANTLY TURBID, CONSIDER A SLOW RELEASE RATE TO MINIMIZE
�n m EXISTING I { { ANY WATER QUALITY IMPACTS.
pR / �'/ �� PARKING �� I g4`= 1 CELL\PHONE 1 i i L 1 1 { I
s / ( / TOWER ) f
4. ALSO, ONCE THE RAIN PASSES INSPECT THE SITE AND ANY EROSION
° �-- - CONTROL MEASURES TO ENSURE THERE HAVE NO SEDIMENT
o r y/ / / { { EXISTING HIPPING �\ I I I I I I {
�_ f } CONTAIra ON r 0 % { RELEASES. REPAIR AND RETURN TO DESIGN CONDITION ANY EROSION
GorlcR E PAD / � i\ 1 , I I I I 1 I I {
� � � / / i \ ` I � � � � � { CONTROL MEASURES OR BMP'S.
r r { I AUTOMATED 5 �n o r { ` I I I i 5. IF THERE IS POTENTIAL FOR GUSTY OR HIGH WINDS, MAKE SURE
SLIDING
~� ° - ASPHALT i. / 1 � J E I THAT ALL PORTABLE EQUIPMENT IS PROPERLY STORED OR TIED
a.- _ SITIE--NO. 1 '- J { GATE (TYP) DOWN. THIS INCLUDES LIGHT EQUIPMENT OR SIMILAR EQUIPMENT
r D15POS SITE' - - - - -- ' w I l F o I WHICH COULD BLOW OVER IF THE MAST IS NOT LOWERED AS WELL
`� l I o / I , I f 1 AS PORTABLE TOILETS THAT COULD TIP OVER IF NOT TIED DOWN OR
-PB-184 PG-'3 / ? fJ { SECURED.
i �XISTING / 1 1 4
ENERATOR
-- 20 o>4111,
DRIVEWAYATE
(TYP)'KIOSK
Bu EXISTING /
m D STRIBUTIQN%TRANS 15SION I { (o / 2 GRAVEL I
ROW I f�°b~ EXISTING I I
o I DISTURBANCE ` r �� DUMPSTER
DISTURBANGE LIGHT POLE I I I
- I DISTURBED AREA: 2.24 AC
EDGE OF �\ `` ✓ 4o
GRAVEL (TYP.) EXISTING
t DRIVEWAY
= APPROXIMATE
LOCATION
0
i
STRUCTURE TABLE
STRUCTURE NAME
RIM
INV. IN
INV, OUT
DI-100
178.82'
175.22'
DI-101
180.69'
174A9'
174,34'
FES-100
175.79'
174.00`
K
PIPE TABLE
NAME
FROM
TO
SIZE (IN)
LENGTH (FT)
SLOPE (FT/FT)
MATERIAL
INV. IN
INV. OUT
100-101
DI-101
FES-100
24
68
0,005
RCP
174.34
174.00
101-100
DI-100
Di-101
18
146
0.005
RCP
175,22
174.49
AU
LINE EXISTING
DUMPSTER
__a I
PERMANENT DITCH SUMMARY
SECTION
CHANNEL
BOTTOM
(FT)
DEPTH
(FT)
RIGHT
SIDESLOPE
LEFT
SIDESLEIPE
LONGITUDINAL
(FT/FT)
TLMPORARY
LINER
PD1-A
1,0
1.0
4H:1V
4HiIV
0,010
ER❑NET SC150
PD1-B
1,0
1,0
4H11V
4Hl1V
0.025
ERONET SC150
PD-2
1,0
1,0
4H:1V
4Hl1V
0,010
ERLNET SC150
PD-3
1.0
1,0
4H:1V
4H:IV
01010
ER❑NET SC150
PD-4
110
1.0
4HiIV
4H:1V
0.020
JERONET SC150
N
NC GRID (NAD93)
GRAPHIC SCALE
0 15 30 60
finch =30ft
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
CURRENT CITY OF FAYEffEVILLE, CUMBERLAND COUNTY
AND NCDEQ ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS.
G
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M
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DRAWING NUMBER
BNCF- 1 OS/CE
f4* DUKE
V) ENERGY®
PROGRESS
MAILING ADDRESS:
ROBERT GANTT
JLL DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH. NORTH CAROLINA 27062
Safety Expectations:
J
NESlS�ReduceRisk
E R Q Remove Exposures to Hazards
I N J U R Reinforce Safe Behavior
The Jahn R. McAdams company, Inc.
"
621 14illsbarough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number. C-0293, C-1B7
/�
McADAis
www.mcadarrsco.com
032 30
s
.,� ,9� .... •• VS
SEAL
FAYETTEVILLE
SUBSTATION MAINTENANCE
2836 CUMBERLAND ROAD (S.R,1141)
FAYETTEVILLE, NC. 28306
YARD EXPANSION
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C3
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PROJECT NO: 1 1820P4202D5
DRAWING NUMBER
1E3NCF-1 OS/CE
ELECTRONIC FILE NAME: DKE22058-G1 .DWG
DRAWN BY: DML 3/02/2023
CHK'D BY: KAS 3/02/2023
E-MAIL: PRADO®MCADAMSCO.COM
PHIS DESIGN DRAWING IS THE EXCLUSIVE PROPERTY OF DUKE ENERGY
CORPORATION AND IS CONSIDERED CONFMENTKL IT SHALL NOT TE
MODMED, OOPIED, OR DORM= WRHDUr PRIOR APPROVAL. THIS
INFORYATIOi SHOULD ONLY BE USED FOR THE SPECIFIC PROJECT
INTENDED.
SHEET TITLE:
GRADING AND STORM
DRAINAGE PLAN
SHEET NO.
C5.00
4 I 5
0
7
D
A