SW4170502_APPROVED PLANS_20170530

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
024/7c/,j M
YYYYMMDD
b

4
LEGEND:
PROPERTY LINES
ROAD R/W LIMITS
EXISTING LINE R/W LIMITS
PROPOSED TRANSMISSION LINE
EXISTING TRANSMISSION LINE
STATION FENCE
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED CULVERT INSTALLATION
TEMP. CLEAN WATER DIVERSION SWALE
EXISTING UTILITY POLE
GAS LINE
OVERHEAD ELECTRIC
TELEPHONE LINE
GUARDRAIL
0196 6 1:=► •A :
EXISTING TRANSMISSION STRUCTURE
ABBREVIATIONS:
(BOB)
BASIS OF BEARING
(C&M)
CALC. AND MEASURED
(F)
FOUND
(M)
MEASURED
(R)
RECORD
(R*)
REFERENCED DOCUMENT
(S)
SET
AB
AGGREGATE BASE
AC 1ACRE
BC
BRASS CAP
BCHH
BRASS CAP IN HAND HOLE
BMP
BEST MANAGE. PRACTICE
BWF
BARB WIRE FENCE
CALC
CALCULATED
CL
ICENTERLINE
CLF
CHAIN LINK FENCE
CLR
CLEARANCE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CONT
CONTINUOUS
COR
CORNER
CY
CUBIC YARD
DIA
DIAMETER
DIP
DUCTILE IRON PIPE
E
EAST, EASTING
E.O.I.
END OF INFORMATION
EA
EACH
EL/ELEV
ELEVATION
EW
EACH WAY
FDN
FOUNDATION
FG
FINISHED GRADE
FIRM
FLOOD INSUR. RATE MAP
FL
FLOW LINE
FIND
FOUND
FTC
FOOTING
GA
GAUGE
GALV
GALVANIZED
GAS
GAS LINE
HH
HAND HOLE
HOR
HORIZONTAL
-/- 930.00
-T -T -T -T -T
•
ABBREVIATIONS CON'T:
HSS
HOLLOW STEEL
HWF
HOG WIRE FENCE
JT
JOINT
LF
LINEAR FOOT
MIN
MINIMUM
MOL
MORE OR LESS
MON
MONUMENT
N INORTH,
NORTHING
N.O.I.
NOTICE OF INTENT
N.O.T.
NOTICE OF TERMINATION
NAD
NORTH AMERICAN DATUM
NAVD
N. AMERICAN VERT. DATUM
NGS
NATIONAL GEODETIC SURVEY
NTS
NOT TO SCALE
OC
ON CENTER
OD
OUTSIDE DIAMETER
OHE
OVERHEAD ELECTRIC
OVHD
OVERHEAD
PL
PLATE
PUE
PUBLIC UTILITY EASEMENT
R/RAD
RADIUS
R.O.P.
RATION OF PRECISION
R/W
RIGHT OF WAY
RB
REBAR
RCP
REINFORCED CONCRETE PIPE
S
SOUTH
SCH
SCHEDULE
SEC
SECTIONS
SG
SUB -GRADE
SQ
SQUARE
STD
STANDARD
SY
SQUARE YARD
T
TELEPHONE LINE
T&B
TOP AND BOTTOM
TOC
TOP OF CONCRETE
TOF
TOP OF FOOTER
TOW
TOP OF WALL
TYP
TYPICAL
VERT
VERTICAL
W
WEST
HOLT RETAIL SUBSTATION
3463 BELLEMONT MT HERMON ROAD
Know what4s belolAti
Call beione you dig.
Call at least three working days
before you plan on digging
North
Carollna
www.nc8l l.org
Dial 811 or 1-800-632-4949
ESTIMATED QUANTITIES:
NOTE: QUANTITIES ARE ESTIMATES ONLY, CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF QUANTITIES DURING THE BIDDING
PROCESS AND PRIOR TO CONSTRUCTION ACTIVITIES.
CLEARING & GRUBBING: QTY
SUBSTATION PAD................................................................ 2.9
LINE CORRIDOR................................................................... 0.9
SITEACCESS....................................................................... 1.2
EROSION & SEDIMENT CONTROL:
SILTFENCE............................................................................
CHECK DAMS.........................................................................
TEMP DIVERSION....................................................................
TEMP BASIN 40x100...............................................................
CONSTR. ENTRANCE..............................................................
SLOPE MATTING.....................................................................
SEEDING.................................................................................
DRIVEWAY...............................................................................
SUBSTATION PAD...................................................................
GUARDRAIL............... :...........................................................
NCDOT ENTRANCE..................................................................
CHAINLINKFENCE..................................................................
24' GATE...............................................................................
COMPOSITE FENCE PANELS ...................................................
UNADJUSTED CUT...................................................................
UNADJUSTED FILL.................................................................
UNADJUSTED NET (CUT) .......................................................
STORMDRAIN SYSTEM:
24" RCP CLASS 3.................................................................
12" RCP CLASS 3.................................................................
30" RCP CLASS 5.................................................................
8" HDPE DR17.......................................................................
18" RCB.................................................................................
8" HDPE ADS N12.................................................................
24" HDPE ADS N12...............................................................
NCDOT STANDARD CB ...........................................................
24" JUNCTION BOX................................................................
INSTALL XERXES OWS............................................................
QTY
1550
1
260
1
1
2674
0.75
QTY
1433
7825
280
175
1035
1
2
12978
11826
1152
LOWA
717
357
120
10
104
135
139
10
11
1
CONSTRUCTION DOCUMENTS
BURLINGTON NC RECEIVED
f i MAY 26617
(HB00187C1) LAND QUALITY SECTION
ALAMANCE COUNTY, NORTH CAROLINA
X/TrTNITTV MAD
JLALC 3 = 1 MILC
MAY 18, 2017
ALAMANCE COUNTY. NC
NOT TO SCALE
UNITS v '�-
AC
AG GENERAL CONTRACTOR NOTES: PROJECT DESCRIPTION:
AC
UNITS
THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER
PUBLIC RIGHTS -OF -WAYS IN A CLEAN, SAFE, AND USABLE CONDITION. SPILLS
LF
OF SOILS, ROCK, OR OTHER CONSTRUCTION DEBRIS SHALL BE REMOVED FROM
EA
THE PUBLIC PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE
LF
PROJECT.
EA
EA
CONSTRUCTION SHALL BE STOPPED IF CULTURAL RESOURCES ARE SUSPECTED.
SY
IF SIGNS OF AN ARCHAEOLOGICAL SITE, SUCH AS UNUSUAL AMOUNTS OF
AC
STONE, BONE, OR SHELL ARE UNCOVERED DURING CONSTRUCTION ACTIVITIES.
WORK SHALL BE HALTED WITHIN 100 FEET OF THE FIND. A QUALIFIED
UNITS
ARCHAEOLOGIST SHALL BE RETAINED FOR AN ON -SITE EVALUATION.
SY
SY
CONSTRUCTION SHALL BE STOPPED AND THE LOCAL FIRE DEPARTMENT
LF
CONTACTED IMMEDIATELY IF HAZARDOUS MATERIALS, OR WHAT APPEARS TO
SY
BE HAZARDOUS MATERIALS ARE UNCOVERED DURING GRADING OPERATIONS.
LF
THE AREA CONTAINING THE HAZARDOUS MATERIAL SHALL BE MARKED OFF
EA
UNTIL A MEMBER OF THE FIRE DEPARTMENT CONDUCTS AN INVESTIGATION.
EA
ALL SITE WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND FEDERAL
CY
LAWS, REGULATIONS, PERMITS, AND DUKE STANDARD PRACTICES. ALL
CY
CONDITIONS OF PERMITTING SHALL BE FOLLOWED AND BE CONSIDERED PART
CY
OF THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
UNITS
LF
LF
LF
LF
LF
LF
LF
EA
EA
EA
RETAINING WALL: QTY UNITS
MSEWALL..................................................................................614 LF
MSEWALL..................................................................................7800 SF
MSE WALL HAND RAIL...............................................................285 LF
SURVEY:
PREPARED BY:
JOHN P. SCOVILLE, III (SEAL NUMBER L-3343)
ESP ASSOCIATES, P.A.
PHONE [phone]
MAP NUMBER 101264-454187
DATED:
AUGUST 10, 2016
GENERAL NOTE:
1. SIGNED DRAWING CONTAINS 2-FT CONTOURS
2. THIS SURVEY IS OF EXISTING PARCELS
FOLLOWING ALL REQUIREMENTS AS OUTLINED IN THIS PACKAGE.
FLOOD ZONE INFORMATION:
THIS IS TO CERTIFY THAT THIS PROPERTY IS LOCATED WITHIN THE ZONE "X",
ZONE "AE", AND INCLUDES A FLOODWAY, PER FEMA MAP NUMBER
3710887200J DATED AUGUST 6, 2006.
ZONE "X" AS DEFINED BY FEMA IS:
MINIMAL RISK AREAS OUTSIDE THE 1-PERCENT AND .2 PERCENT ANNUAL
CHANCE FLOODPLAINS. NO BFE'S OR BASE FLOOD DEPTHS ARE SHOWN WITHIN
THESE ZONES.
ZONE "AE" AS DEFINED BY FEMA IS:
AREAS SUBJECT TO INUNDATION BY THE 1-PERCENT-ANNUAL-CHANCE FLOOD
EVENT DETERMINED BY DETAILED METHODS. BFES ARE SHOWN WITHIN THESE
ZONES.
FLOOD INSURANCE RATE MAP:
FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
COMMUNITY
PANEL
SUFFIX
FIRM
FIRM
BASE -FLOOD -DEPTH
NUMBER
NUMBER
DATE
ZONE
3710
8872
J
09/06/06
X, AE
496.0
UAmmG DYNE. aMVTM
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
DUKE ENERGY IS BUILDING A 100KV-24KV-12KV SUBSTATION AT THE SITE
INDICATED. THE SUBSTATION WILL RECEIVE POWER AT 100KV AND STEP DOWN
TO EITHER 24KV OR 12KV FOR USE IN THE SURROUNDING AREA.
THE ELECTRICAL SUBSTATION IS AN UNMANNED FACILITY THAT WILL CONTAIN
ELECTRICAL EQUIPMENT AND STEEL SUPPORT STRUCTURES AS WELL AS AN
ENCLOSURE FOR THE STATIONS ELECTRONIC AND COMPUTERIZED CONTROLS.
ONCE COMPLETED, THE ONLY TRAFFIC/PERSONNEL ANTICIPATED AT THE SITE
WILL BE FOR SHORT DURATION INSPECTIONS AND MAINTENANCE OF THE
STATIONS EQUIPMENT AND BACK-UP SYSTEMS.
• ' 2-111091OLT0••1-14
INSTALL ALL EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION
ENTRANCE, INSPECT AND REWORK CHECK DAMS, AND A TEMPORARY BASIN)
PRIOR TO START OF CONSTRUCTION.
CLEAR AND GRUB APPROXIMATELY 5.0 ACRES.
GRADE AND GRAVEL ACCESS DRIVE FROM BELLEMONT MT HERMON ROAD.
INSTALL ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES.
INSTALL NCDOT DRIVEWAY ENTRANCE AND CULVERT.
INSTALL RETAINING WALL, GEOGRID, DRAINAGE, AND STRUCTURAL BACKFILL.
INSTALL SUBSTATION PAD AND FENCE INCLUDING WASH STONE SURFACE.
THE TRANSMISSION & DISTRIBUTION LINE WORK LIMITS OF DISTURBANCE ARE
SHOWN IN THIS DRAWING SET. WORK WITHIN THE TRANSMISSION AND
DISTRIBUTION CORRIDORS IS BY OTHERS UNLESS NOTED OTHERWISE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES
FOR THE DURATION OF THE PROJECT. SIGNAGE OR OTHER CONTROL
MEASURES SHALL BE IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION REQUIREMENTS.
PARCEL DATA:
OWNER:
DUKE ENERGY CAROLINAS, LLC
526 SOUTH CHURCH STREET
CHARLOTTE, NC 28242-0001
PHONE: [phone]
PHYSICAL ADDRESS:
3463 BELLEMONT MT HERMON ROAD
BURLINGTON, NC 27215
LAND UNIT NUMBER:
1005206
TAX PARCEL (1):
8872240980 - 6.46 ACRES
TAX PARCEL (2):
8872241891 - 1.17 ACRES
TOTAL AREA:
7.63 ACRES
LAND USE:
VACANT
M10:817_llra15
PROPERTY BOUNDARY:
EXISTING UTILITY CORRIDORS:
NEW UTILITY CORRIDORS:
NEW DEVELOPMENT AREA:
RIVER BASIN:
WATERSHED:
STREAM NAME:
PROJECT DRAWING LIST
7.63 ACRES
0.38 ACRES
1.5 ACRES
5.0 ACRES
CAPE FEAR BASIN
JORDAN LAKE WATERSHED
STINKING QUARTER CREEK
DWG. NO.
REV.
DRAWING TITLE
270968OSDV SHA
0
COVER SHEET
270968OSDV SH.2
0
GENERAL CIVIL NOTES
270968OSDV SH.3
0
EXISTING CONDITIONS
270968OSDV SH.4
0
OVERALL SITE PLAN
270968OSDV SH.5
0
SUBSTATION SITE PLAN
270968OSDEM SHA
0
DEMOLITION PLAN
2709680ERC SHA
0
CLEARING AND GRUBBING
2709680ERC SH.2
0
EROSION CONTROL PLAN
2709680ERC SH.3
0
EROSION CONTROL DETAILS
2709680ERC SH.4
0
JEROSION CONTROL DETAILS
2709680GRA SHA
0
GRADING PLAN
2709680GRA SH.2
0
GRADING SECTIONS
2709680GRA SH.3
0
ACCESS ROAD PLAN AND PROFILE
2709680GRA SH.4
0
ACCESS ROAD DETAILS
270968OSDR SHA
O
STORM DRAINAGE PLAN
270968OSDR SH.2
0
STORM DRAINAGE PROFILES
27096BOSDR SH.3
0
STORM DRAINAGE PROFILES
270968OSDR SH.4
0
STORM DRAINAGE DETAILS
270968ORTW SHA
0
RETAINING WALL PLAN
270968ORTW SH.2
0
RETAINING WALL ELEVATIONS
270968ORTW SH.3
0
RETAINING WALL DETAILS
2709680DRG SHA
0
DRAINAGE BASINy MAP ,,
2709680DRG SH.2
0
PRE-CONSTR KfAq f , P,. )A qGE MAP
2709680DRO SH.3
0
POST-CONSTq' f5 , IN . MAC w ''*ier
2709680DRG SH.4
0
SOIL MAP p:sees .rr zl,.:.: v<rt,eto
2709680DRG SH.4
0
USGS MAP Pam,-e1_St_4ijg5.QZ_r=<z�,_ t
j7
2709680SPC SHA
0
SPCC - PLAN VIEW
2709680SPC SH.2
0
SPCC - SECTIONS & DETAILS
2709680SPC SH.3
0
SPCC - OIL WATER INTERCEPTOR
O
LLI
O
00
co
O
O
ti
N

TAX PARCEL: 8872156464 /4 REBAR
JOSEPH HINSHAW N=825540.
E=187209
D.B. 1600, PG. 67 ELEV=552-
P.B. 66, PG. 188 p5� '`1019-) /
WOODED
/
N52.5110 6
/ bra.
SUBSTATION /
SUBSTATION FOUNDATIONS SHOWN r
/.—... :�
rj
i
I1
DUKE ENERGY CAROLINAS, LLC I I
PARCEL #8872240980 = 6.464±ACRES 0 O i
PARCEL #8872241891 = 1.168±ACRES I/ r, ie tl
TOTAL SURVEY AREA = 7.632t ACRES 1 I\ �J■I LJ % p II
INCLUDES AREA WITHIN ROAD RIGHT—OF—WAY , O O 0
1
II/ 00
I O O O Jr-
O 1
-
/ 0 O O 0
CEI
\ � u
0 /7
0 0 O © u
O ❑ ❑
/ O O O O u
ADDITIONAL 20' VEGETATIVE I / ,I{ e
STREAM BUFFER (DISTURBANCE /
ALLOWED DURING CONSTRUCTION
REQUIRED TO RE —VEGETATE }`
UPON CONSTRUCTION COMPLETION.) I \\
11 I
I
� II OW
P-B. 66, PG. 188 D.B. 1596, PG.
714 TAX PARCEL: 8872147719—
KATHY & TERRY DOTSON I
EXISTING 30' NON —DISTURBED
STREAM BUFFER I ( GUARD RAIL
(DISTURBANCE PROHIBITED f 1 I \
WITHOUT MITIGATION) ZI \
w , i
IIL \I
\ It r t 162.- 1929
8T
I
RETAINING WALL TYPICAL (� . ' 5 1C •4
60d NAIL(F) OFF LINE 0.01'' j \\ �■ 1 \
I
H— 68' DUKE isy� 3/
, / I POWER R/W - ■ b
34 a.
'IS 1001V iR SIIISS4O
ft
♦N
I
1 / r
1 /
REBAR OFF LINE 0.02' I,
----- -----/
♦♦ I
r♦ '
0000.
♦� I'
u
TAX PARCEL:887224091§0
LAND UNIT: 1005206
D.B. 1599, PG. 139
P.B. 66, PG. 88
GRASS "
J
1
(F) 1
52 N
866 N01 \
.x .
N 1
� 1 4
N t
Kj (Ni
� II
t
y 1
+ I a k NI 1 I
I ( mI
K;
Q� J
N
m i
' 0I m
(� Pz: 1 z
Of f
~ _N
N Vy T
r4i �
o ;N
yII
N
-A
Of
my
LU 0
Z I
W v
`w
C3
60,
y R/W /
N I
a y I D.B. 379, 430
q TAX PARCEL' 8872342859
y RUFUS AND MARY DALE
40' DISTRIBUTION CORRIDOR
" I
2'Pip
'H'
O
c I
m
rn / /
UTILITY RELOCATE,
E��... i
I
SEE 2710232SDV
O'TOT I
AL
SHEET 5
o I
•W
O � /
P oNi
tiJdSgy W i
N 1
m
\
Qr /
oW FLOOD ZONE 'X0
♦I 16
\
,3 ./ 0.2Z
♦♦ ;
FLOOD ZONE
♦
AE•
IBWF
CONDUCTORS)
•-- ■
■
. ■ --�"
H —
■
I
1
TAX PARCEL- 88722.4067 �♦
RUFUS AND MARY DALE
D.B. 395, PG. 169
TYPICAL TRANSMISSION
POLE IN FLOOD ZONE
NOT TO SCALE
COMPOSITE
NUN-CONDU�'"�
FEI•
EXISTING
GROUND
UC SYNEM6ETIC °
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC29715
0'-0" TYP.)
dED ROCK
FINISHED
GRADE
;FILL
OF MAXIMUM
OR DENSITY
TYPICAL NON—CONDUCTIVE
FENCE PANEL SECTION
SCALE: 318" = 1'-0"
LEGEND:
PROPERTY LINES - - - - —
ROAD R/W LIMITS - - - ---
EXISTING LINE R/W LIMITS - - - ---
PROPOSED LINE R/W LIMITS --- ---
EXISTING DISTRIBUTION LINE - -' -' -' - - - -' -'-
EXISTING TRANSMISSION LINE - -
PROPOSED TRANSMISSION LINE _ °—
-•—
STATIONFENCE —x —x —x —X —x —
EXISTING UTILITY POLE
GUARDRAIL ..........'"
COlr ti C t � `[, rbr.ffi i5
PROPOSED TRANSMIS4PIr�,,` r031 t r �� a r er
STRUCTURE MONOPOE%iz y J tyvOh e
plarrz ar., spar,: ,-.c>� wah the
stormwatarrelce
P¢nnttBCu)417b5_Q_ e�315 q0
by tl/ _i2%attJ o4r r ;_,,-, - - cace�ei
Sheet M__ 4<L_�''`...s;on D21,4 5- 1 2617
GRAPHIC SCALE
60 0 w w 120 240
(IN FEET)
1 INCH = 60 FT.
0 INITIAL RELEASE FOR CONSTRUCTION FOR CONSTRUCTION HBOO187CI CAN-UCS CAN-UCS JEE-UCS 05-01-2017
REV DESCRIPTION ISSUE TYPE DPI DFT DESICHK ENG DATE
REVISION HISTORY
Ste; TITLE:
THIS DRAWING OR ElPRH.IMINARY
X%1111111111 DILL of MATERIAL Is OVERALL SITE PLAN
•• •••. (i40, ANONFOENT I DE ❑ NA L
AS BUILT Z E R
,y �.,..• CDntraet: 100-24 KV, 100-12.5 KV SUBSTATION
Q.• Q �O ,f LOANED, REPRODUCED
4t� s OR COPIED, EITHER
s WHOLLY OR IN PART, Company: LOCATION: HOLT RET
OR MADE PUBLIC TN
ANY MANNER WITHOUT Phone: CITY: BURLINGTON COUNTY: ALAMANCE STATE: NC
THE WRITTEN D �� KE SHARCH: REGION: STATION NUMBER: DRAWING NUMBER: REV:
OF D CONSENT ERGY Date. 44' NC —SC 3933 270968OSDV 0
CORPORATION.
C)
w
(1)
O
00
co
O
ti
N
WM
�.,_ '-r z�_r. - `+� C I I--•t�-i 7IIIr� ,'� -T
r
';; II, I'I t

TAX PARCEL 8872156464
JOSEPH HINSHAW
NCGS MON D.B. 1600, PG. 67
"BURLINGTON CORS ARP' P.B. 66, PG. 188
N=852509.67
E-1870966.73 S'-
COMB. GRID FACT-0.99995269 '
(21
m
/4 REBAR (F)�
N=825355.88 330
E-1871850.94
ELEV=530.55
COMB. GRID FACT.=0.99f
12
n
DUKE ENERGY CAROLINAS, LLC
PARCEL #8872240980 = 6.464±ACRES
PARCEL #8872241891 = 1.168±ACRES
TOTAL SURVEY AREA = 7.632t ACRES
INCLUDES AREA WITHIN ROAD RIGHT-OF-WAY
TAX PARCEL: 8872147719
KATHY & TERRY DOTSON
D.B. 1596, PG. 714
P.B. 66, PG. 188
510
505
ELEVATION 496.2 CONTOUR LINE - -
0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS
OF 1% CHANCE FLOW WITH AVERAGE DEPTH OF
LESS THAN ONE FOOT OR WITH DRAINAGE
AREAS OF LESS THAN ONE SQUARE MILE
60d NAIL(F) OFF
Ni LL S
SWE�-
97
c REF DWG
-MANSMISSLOn \
100WV REF DWG /;4
501
REBAR OFF
0�
t
..............
. . . . .\. . . .
FROM
TAKEN FROM
FIRM COAMUNITY PANEL
370001 PANEL 8872JDATED 09/06'/
-
rn
y
555
s50 \
4g0
It
TAX
0
0
p 540
535 W
330 \
WELL
�i
\ TAX PARCEL 8872342859
RUFUS AND MARY DALE
D.B. 379, PG. 430
52p1
515I
I
IFLOW ZONE "X"
70
0
i.
N �.
\ 1 FLOOD o E -x
1. I. N
I. FLOW ZONE . . .
mom............ _--v
r..
.I.....................
a:I...................
fall ...\......
.fir \. ... .. ... .
b1i....�
Y
I1
I.\ .....................
G, _ 1 � . . . . . . . . . . . . .
TAX PARCEL 8872244067
�'RUFUS AND MARY DALE. . . . . . . . . . . . . . -
99 D.B. 39% PG. 169 '
�. . . . . . . . . . . . . . . . .
71711
I, John P. Scoville, III , certify that this plat was drawn under my supervision
from on actual field survey made under my supervision; that the ratio of
precision as calculated is 1:20,000+; that this plot was prepared In
/accordance by the N.C.standards of practice for Le 2 , Chapter in North Carding
as outlined 6y the C. Administrative Code, Title 21, Chapter 56, Section 1600.
Witness my original signature and seal this 10th day of August, 2016.
FLOWWAY
TAKEN Mq4 John P. Scoville. III L-3343
FIRM COMMUNITY PANEL
370001 PANEL W72J
DATED 09/06'/06 / SITE: 101264 FOR SOURCE OF TITLE REFER TO D.BK. 2502, PG. 137
DUKE NERDY
CAROLINAS, LLC
�TUATION TOPOGRAPHIC SURVEY
HOLT RFT.4IL SUBSTATION
BURLINGTON, COBLE TOWNSHIP ALAMANCE CO., N.C.
BOOK:EM11.821 25 0 25
50 75 CREW: JCD/KJ/CB
DATE: 8/10/16
DRANK BY: MED
SCALE: 1-=50' SCALE IN
FEET R.O.P..- 1':10,000'+
LAND UNIT: 1005206
F MAP: 101264-454187
LEGEND
LINES SURVEYED
LINES NOT SURVEYED- - -
TIE UNES
OLD INTERIOR LINE----------
OVHD DISTRIBUTION LINE- - -
(OVERHEAD)
p /4 REBAR(S) ® PK(S)
■ #4 REBAR(F) • MAG NAIL(S)
/5 REBAR(S) ® CON. MON.(F)
/5 REBAR(F) A CON. MON.(S)
R.O.P. RATIO OF PRECISION
* LIGHT POLE
Rb RETAIL POWER POLE
--JNTS�-NOT TO SCALE
opt POINT NOT SET
WOODS UNE
HMF HOG WIRE FENCE
_BNF_ BARBED WIRE FENCE
-Cll� - CHAIN LINK FENCE
- RCP - REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
DUCTILE IRON PIPE
-e -� - UNDERGROUND TELEPHONE LINE
-�--- GAS LINE
LIMITS OF 0.2% ANNUAL
CHANCE FLOOD HAZARD
.IMITS OF 0.1% ANNUAL
CHANCE FLOOD WITH AVERAGE
DEPTH OF LESS THAN ONE
FOOT OR NTH DRAINAGE
AREAS OF LESS THAN ONE
SQUARE MILE
FLOODWAY
E.O.I. END OF INFORMATION
SURVEY:
PREPARED BY:
JOHN P. SCOVILLE, III (CAL NUMBER L-3343)
ESP ASSOCIATES, P.A.
PHONE [phone]
MAP NUMBER 101264-454187
DATED:
AUGUST 10, 2016
GENERAL NOTE:
1, SIGNED DRAWING CONTAINS 2-FT CONTOURS
2. THIS SURVEY IS OF EXISTING PARCELS
FOR INFORMATION ONLY
r----------------------------�
I I
` y94,
y ` I
F ol!/o� `
TAAI
I � I
I I
I I
SOUTHERN HIGH
SCHOOL RD
I I
I I
I I
LOCATION MAP -- NOT TO SCALE
NOTES:
e PROPERTY IS OUTSIDE ANY WATERSHED AREA PER ALAMANCE
COUNTY PLANNING.
e PROPERTY TO BE RETAINED IS FOR ELECTRICAL UTILITY
SUBSTATION LOT.
• A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN
FLOW ZONE -AE- (AREA OF 1% ANNUAL CHANCE) AND
FLOOD ZONE -X- (AREA OF 0.2% ANNUAL CHANCE WITH
DEPTHS OF LESS THAN 1 FOOT) AND FLOOD ZONE -X-
(AREAS OUTSIDE THE 0.2% ANNUAL CHANCE) ACCORDING TO
FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER
370001 PANEL 8872J, DATED: 09/06/06.
• 1% ANNUAL CHANCE LINE HAS BASE FLOW ELEVATION OF
496.2' PER FIRM.
• VERTICAL DATUM FOR PROJECT IS NGVD 88 ESTABLISHED
WITH GPS STATIC OBSERVATIONS AND UTILIZING OPUS
SOLUTION PERFORMED IN MARCH-2006.
e SURVEYED & MAPPED BY: ESP ASSOCIATES, P.A.
e ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
e AREA BY COORDINATE COMPUTATION.
e PROPERTY SUBJECT TO ANY VAUD & ENFORCEABLE
EASEMENTS, RESTRICTIONS & RIGHTS OF WAY OF RECORD.
e SURVEY IS BASED ON PHYSICAL EVIDENCE AND EXISTING
MONUMENTATION FOUND DURING THE SURVEY. DATE OF
REVISED FIELD SURVEY 07/25/16.
• PROPERTY CORNER PIPE SIZES AS SHOWN ARE NOMINAL
INSIDE DIAMETER.
e GRID TIE IS BASED UPON GPS OBSERVATIONS UTILIZING AN
OPUS SOLUTION PERFORMED IN MARCH-2006.
CULVERT INFORMATION
NO. 1117SC:RIPTI(NJ FI FVATIrN
11
INV. 18" RCP
1 541.77
2
INV. 18" Rcpl
543.26
.31
INV. 18" RCP
1 496.82
41
INV. 18- RCP
1 495.58
rs ...n ,e-.
. .i.•.. r6fvn
�a Ir i
r �qw ad i i
i -ia
nil 3 r_r ro ;.h I
-r
d❑y
.y V. u1 it;.3
�.
p'ses ^•.�,�, , �
PaITr�M, d Scs? �120 �
0� � a �_� •�_) 7
hy�-Q kK)D K
GRAPHIC SCALE
o as W
1s M
(IN FEET)
1 INCH = 60 FT.
0 INITIAL RELEASE FOR CCNgRUCTION FOR CONSTRUCTION HB00187C1 CAN-UGS CAN-UCS JEE-UCS 05-01-2017
REV DESCRIPTION ISSUE TYPE DPI DFT DESICHK ENG DATE
REVISION HISTORY
SEAL THIS DRAWINC OR ❑ PRELIMINARY TITLE.
BILL of MATERIAL I EXISTING CONDITIONS
..• ...�/s NDt.YaDYFVOT BE can . AS HILT z E R 100-24 ICV 100-12.5 KV SUBSTATION
LOA,vEA PEPROD�CED
OR COPIED, EITHER
WHOLL)- OR IV PART, Company: LOCATION: HOLT RET
OR MADE PUBLIC IN
4N)- ,MANNER WITHOUT Pion: 40)
CITY: BURLINGTON COUNTY: ALAMANCE STATE: NC
DUKETHE WRITTENSHEET SIZE: REGION: STATIO NNUMBER: DRAWING NUMBER: REV:
•t �t v OF DUE E1ERC)- Date: ENERGY• ARCH D NC -SC 3933 2709680SDV 0
COPPOP,ATIO.N
O
LLI
IX
O
O
O
O
ti
fV

I
I
I
�.)
552 f �•�j 1�
546
544
—
J 542 8
j! -2.0x , y -- SRs
" 538.00 6 538.00
5,38.00
t \ ¢�
\ 538.0 � ,� '�. '�, CO
/ \
i
538.00
lCB l ) J CB #6 r
❑ }
of o !I �x !"
6: 6:
(I
n x /
� d% ,I �(!� '� }_ - - `, � of `,, `�� N } '" A ❑ i
538
! I DRAINAGE PIPE
DRAINAGE PIPE 9 �. 1 1
O ( ? JB 7 tx
PIPE 7 # ❑ �h JB #� 1 i
�� � i3
�S, ( ( }� JB #6 0 } OWS PIPE 11A a�
�o I �. (D
to q OWS PIPE 6A ows Plr 11�
JB #10 r
CEI
00
} } \ \ I i ! OWS PIPE t0A
V \ i ! I V 9WS PIPE 6 1 � ( x
U
CB #8 / o ❑ OWS PIPE-/10
O OWS PIPE 5A� 1
Av
OS PIPE 5 I F N ! x
W/
, i ows PIPE 9A J
OWS PIPE 4Au 0 JB #9 I
OWS IIPIIIPE 9--
JB #4 'r OWS PIPE 4 1--1
i
x
DRAINAGE PIPE 8 j 6 #3J / JB #8 / DRAINAGE PI
538 OWS PIPE 8 ,
( I
I f r 1
-
iPIPE 3 /I !
DRAINAGE PIPE 7�
I l \\� I } 11 I I ( ! / J/ ✓ cB #4,
) OWS PIPE 2A
CB #7
} / } /,538. 00
OWSPIPE 2
JB #1 NON -PERFORATED DRAIN PIPE VX//l
}f
�r 4 itl1 ll 11� �C X JB #^ X y
I f ) r 1 ) 538.00
38.0
538.00 v 1
OIL - WATER SEPARATOR r
OWS PIPE 1 4- — _ - _ _ DRAINAGE PIPE 4
� -53
\ \
�y���
I RIP RAP CULVERT PAD �` �2 - - �i / 516
t I SEE 27096BOSDR DET. 4 SHT. 4
—520—
1 1 '
oA\
RAP
DIAMETER)T
_ _�� DRAINAGE PIPE 3
� RIP RAP CULVERT PAD A \ �� _� — — ''!�
SEE 270968OSDR DET. 4 SHT. 4', 2
— \ \ MH #2
! 1tl{ I \ V s0- _ _
/
\DRAINAGE PIPE 2
I \\ \ \
CB #1
Sc DRAINAGE PIPE 3A 1
I I 1 I I 1 � I ! � t i �� II 1 I• `� \ i � �..- r .._ � ~. /mil
T
'S
SEE 270968OGND SHT. 2 OF 3
\ FOR CONNECTION TO CABLE TRENCH
U I PERFORATED DRAIN SYSTEM
1 I
�I
1 I
-ROCK INLET PROTECTION
SEE 2709680ERC DET. 4 SHT. 3
ITTELEPHONE AND GAS LINE SHALL BE
RELOCATED BY "CONTRACTOR"
1
it /
ROAD SIDE TRENCH DRAIN
I SEE 270968OSDR
/ DET. 4 SHT. 4
1
SIDE TRENCH DRAIN OUTLET
RIP RAP CULVERT PAD
SEE 270968OSDR DET. 4 SHT. 4
GENERAL NOTES:
1. CB FRAME AND GRATE - NCDOT STANDARD: 840.29
2. CB TRAFFIC RATED PRECAST STRUCTURE NCDOT STANDARD: 840.46
3. MH FRAME AND GRATE - NCDOT STANDARD: 840.52
4. MH TRAFFIC RATED PRECAST STRUCTURE NCDOT STANDARD: 840.54
5. STORM DRAINAGE STRUCTURE DIMENSIONS ARE INNER LENGTH AND WIDTH.
6. SEE 270968OSDR SHEETS 3 & 4 FOR ALL PIPE, JUNCTION BOX AND MANHOLE
SPECIFICATIONS.
7. FOR RIP RAP APRON SIZING, SEE 270968OSDR DET. 3 SHT. 4.
LEGEND:
PROPERTY LINES —
ROAD R/W LIMITS —
EXISTING LINE R/W LIMITS —
PROPOSED TRANSMISSION LINE TL —
EXISTING TRANSMISSION LINE —
STATION FENCE X
EXISTING MAJOR CONTOUR — — —
PROPOSED MAJOR CONTOUR
CvrcTlkl - \I,I,rnn r^klJ ^l In
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
X 930.00
PROPOSED CULVERT INSTALLATION
CATCH BASIN
CLEAN WATER DIVERSION SWALE
EXISTING UTILITYAPPIg,a t ,
yn2a n
Constr r ;.
r ri :*r 4s is
plans rx, :-. ::
',- , ,in wrrh the
EitNfllRaf�f L,6.;. (1 4
d I 1C J 11
Pamttt , +Ltoso Z.�s e.�_2[L._.. 0 /
6y M V&M kLL
GRAPHIC SCALE
as a 15
(IN FEET)
1 INCH = 30 FT.
a
ua
0 INITIAL RELEASE FOR CONSTRUCTION NEW CONSTRUCTION HBOO187C1 CAH-UCS CJH/JEE-UCS JEE-UCS OS23-17
REV DESCRIPT10 ISSUE TYPE DPI DFT DES/CHK ENG DATE
REVISION HISTORY
SEAL THIS DRAWINC OR ❑ PRELIMINARY TITLE:
PILL OF MATERIAL Is STORM DRAINAGE PLAN
CONFIDENTIAL ❑ AS BUILT R
AND MAY NOT RE Cam: 100-24kV 100-12.5kV SUBSTATION
_ Q '! •' LOANED, REPRODUCED 7
z OR COPIED, EITHER LocnnoN:
IWOLLY OR IN PART, Company: HOLT RET
OR MADF PUBLIC IN
ANY MANNER WITHOUT ^� .
f�f#'•{{ I► THE
CONSE T WRITTEN
Phone: DUKE
KE SHEET SIZE REGION
E ONION STATION NUMBER—DRAWING:ALAMANC NUMBER: STATE: NC REV
OF DUKE ENERGY Date: 'ENERGY. ARCH o NC -SC 3933 270968OSDR 0
CORPORATION.
uu
1]
ri
q
C
a
Cc
O
C
r
c

I I CSV
COMPACTED^"
2:1 OR FLA
AID-H
EC -TOM WID`H
PERMANENT SWALE
TOP W IDTH (FT.)
8
BOTTOM WIDTH (FT.)
4
DEPTH (FT.)
I
SW ALES TO BE PERMENENTLY SEEDED. SEE SEEDING
SPECIFICATIONS FOR ADDITIONAL DETAILS
PERMANENT SWALE
NOTES:
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6".
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP
THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF
THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL.
PIPE OUTLET TO WELL DEFINED CHANNEL
PLAN
OL
LL_
O
LU
LU
ROADSIDE -�
CULVERT
(6.33 FPS)
+ L)
SECTION AA
CULVERT DETAILS
LENGTH OF APRON
LI
TO PROTECT CULVERT
z
STONE FILLING
-CLASS I
3xD0
Wl=(3)"(DO)
LA=(6)"(Do)
W2=(Do)+(La)
CULVERT # W I (FT)
La (FT)
W2 (FT)
ROADSIDE TRENCH y5
DRAIN
9.0
10.5
OIL /WATER 2.0
SEPERATOR DRAIN
4.0
5.0
■r�L'car■■■WII■n
I■RRI■m
n°u
�
iRwas
mts 1i W
■r,.■■
rs•axn[n
rm '�.Q�u�rQ
r�.IIsl<l��mE�Q■Y
■ra■■i1■ii■
■■■ ■
rr■■■r't■II
an�vr�mr�-o•�Eaiarm
■rmu■����o■amarrrr>.><r�[r>aram�
u.ur■■rII■rrII■>■rw'
Q�uv�nn'rrr>•m�.
®O*mtmn�■>.■>•iNNAN
uulom■®■aIo[rYnm
10Qt�u��
!�®
mr�.ru■rrrp
��n�
'rr>mrrratr■m®cra�w
�
rla�a�'®atiQrarcrri■Itn
omn�
a■[r11ao�.n[
W>.
r�.uIIz►��m■mlo.�o
r�amo�=II>.
a>maa w nr■
a��'M■=a�r■an
v II■�
■■>.
■ r�ru■>•
a11�maruvm-vnauu>o-cmm>a��
,
a�ra!as��mmo�s�rIIrrx�-vmIIY
Icz:uurr.
m
�srr7r6rQ■7IIrrII1�i
■:r*a>Qa►mrurm�rtrnraa■>t>.ara>[�u*r.
m a'm�.'a�raQn*a�imrmuIIr■i�■i�r>,
v� f a r»■�Rno
rtmmlro
��>�
am
u rian n
�A
..>Io■.Am�IIravrar>rYv,-7z�msn���;!orroiuranrr
Im rm,.a>Rm�m�um
o.�..►�,.us(or�rmm
m �+m�r�amal�cr>aw.■<rrc
t>�.m>Q>®
m rII�,■■IIIIwmarr�ranamn®s�[arno
ter. r�a�o.�r�r■vo■�n.�..o-ma
,
W'■IIIL�r7Qla�■■■■l
Oi>Rlt
�!®�W
or 10 51 11P is! 20' ZF
DIAMETER (Ff.)
MIN
-3 - #4 CONT.
MANHOLE FRAME & COVER
VSF-1259 OR APPROVED EQUAL
CAST IRON COVER & FRAME
1" MIN., /-CAST IN COVER SLAB
12
12" MIN. CRUSHED
STONE
STANDARD MANHOLE SCHEDULE OF
GOVERNING DIMENSIONS
PIPE SIZE
ANGLE A
MH. DIA.
X.
_770 15
0' TO 90'
4'-0"
0
18 TO 24
0' TO 60'
4 -0
0
18 TO 24
60' TO 90'
5 -0
6
27 TO 30
0' TO 30'
S -0
0
27 TO 30
30' TO 60'
S -0
6
27 TO 30
60' TO 90'
6 -0
8
36"
0' TO 90'
6 -0
0
42"
0' TO 60'
6'-0-
0
48"
0' TO 30'
6 -0
6
PRECAST OR 8" BRICK
GROUT
INVERT
5" MIN.
GROUT
PRECAST OR 12"
REINFORCED CONCRETE
NOTES:
1.) SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR
2.) REINFORCING STEEL TO BE PLACED TO ALLOW A MINIMUM
OF 2" CLEARANCE, EXCEPT WHERE NOTED.
3.) REINFORCING STEEL SHALL BE OF INTERMEDIATE GRADE
AND SHALL BE 0.12 SQ. IN. PER FT. IN BOTH DIRECTIONS
IN ACCORDANCE WITH A.S.T.M. C 478-67 MANHOLE SPECIFICATIONS
4.) ALL CONCRETE SHALL BE 4,000 p.s.i.
Recessed
Lift Handles
2 Places
(1 Not Shown
for Clarity)
44
d
"A.
.4.
°
e
Opening Size And
Shape As Specified
6"
Available Top Slabs T
Optional Cast
Iron
Frame &
Grate
Notes
1. Reinforcement Steel Conforms To Latest
ASTM Specs ASTM A185 & AS1M A615
Grade 60
2. Concrete: fc = 4,000 psi @ 28 Days
Minimum
3. Design Loading: AASHTO-HS20-44
2 DIVERSION SWALE 3 RIP -RAP CULVERT PAD 5 CIRCULAR MANHOLE #2 DETAIL 7 OIL /WATER SEPERATOR JUNCTION BOX
2�
)LT
TRENCH SYSTEM
IN -LINE OUTLET
O.D. + 2'-0"
/8" LIFTS MAX.
TO 5% STD PROCTOR
0.5 O.D.
COMPACTED
EARTH
�R9 TCH FLOW LINE OF OUTLET PIPE-j
EXPANSION / `,'� ~; 'i... - +:` TO INVERT OF TRENCH DRAIN 6 PIPE BEDDING
CONTRACTION
ZERO SLOPE
TRENCH DRAIN DETAIL
MONOLITHIC POUR INSTALLATION DETAIL
NTS
NOTES:
1. TRENCH DRAIN SHALL BE SERIES #18,
MFG BY ECONDRAIN OR APPROVED EQUAL,
W/ HS-25 CAST IRON GRATING.
2. ADD REBAR AS REQUIRED
3. CONCRETE SHALL BE 4,000 PSI -28 DAY
MIN REBAR SHALL BE GRADE 40
4. STANDARD CHANNEL LENGTH IS 8'-0"
(96")
5. STANDARD CHANNEL SLOPE IS 0.0%%%
0
r"-7 7p,�
04,
STANDARD
HS-25 CAST IRON GRATE
EG-2024-CIA UNCOATED
37% OPEN AREA
88.9 SQ INCF'ES PER LINEAR FOOT
EconoDrainO Series #18
TRENCH DRAIN
Af#i,e. dd � t rr+nr+: G:,
r», , rs Gin idN�?iliu
Cwi)tt.Q..^rl ...
P. :4Se l..J)1::T5,i181S
required b,' lit_ 3� ir;: c'-r;
-.. !4,-th GarcPna
ral-5 w2 AYe th A 1, r. eglerr.p
c,; s',w-{n djaigoer
!na{rad:ioru:a cor:rrc.:,C
. .. Ly coWor,TJty with!Ai■
plans irvi,p -.'
o _ ania w@h the
Parmi! e,�[)-J 7Q C�0__Z_ Cste_ 5' 30.17
by_.t.4 _DAQ0hLE
iA6F,_ ■
Sheet x_•KV nk t)-_Rev;sidn Date-5. 7-3.zo17
FINISHED PLAN VIEW
DO NOT SCALE
0
INITIAL RELEASE FOR CONS -RUCTION
NEWCONSTRUCTION
HBWI87C1
CJH-UCS
CJWJEE-UCS
JEE-UCS
0.i23-17
REV
DESCRIPTION
ISSUE TYPE
DPI
DFT
DESICHK
ENG
DATE
REVISION HISTORY
SEAL t'
P��• •""q0�f
. Q !
a
THIS DRAWING OR
11,ICOVF �EM1"TRAL IS
AND MAY NOT DE
LOANED, REPRODUCED
OR COPIED, EITHER
❑ PRELIMINARY
❑ AS B1ILT
Z E R O
TITLE. STORM DRAINAGE DETAILS
100-24kV 100-12.5kV SUBSTATION
Contract:
-
WHOLLY OR IV PART,
OR MADE PUBLIC IV
Company:
LOCATION: FiOLT RET
NY MANNER WITHOUT
THE WR17'7'E.V
CONSENTV"ENERGYe
DUKE E4rFRCY
//
��
CITY:
ETSIBZEU�aNION ON
A�RAWINGNUMBER: CE STATE: NC
Phi'
ARCH DOF
STATION NUMBER:
3933
270968OSDR
REV
0
Date:NC-SC
CORPORATION.
O
W
T

GENERAL SITE NOTES:
1. THE VERTICAL DATUM FOR THIS PROJECT IS BASED ON NAVD 88.
2. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD
ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST.
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AND AS MAY BE
REQUIRED.
3. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR
OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE
INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE
DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN
THE LAST ROW OF SILT FENCE AND ALL WOS.
4. A COPY OF THE EROSION CONTROL PLAN, INSPECTION RECORDS, AND RAINFALL DATA
MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY
ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF
CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.
5. IF EXISTING BMP'S NEED TO BE MODIFIED OR IF ADDITIONAL BMP'S ARE NECESSARY TO
COMPLY WITH THE REQUIREMENTS OF THE PERMIT AND/OR NC'S WATER QUALITY
STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT
WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS
IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE EROSION CONTROL PLAN
AND ALTERNATIVE BMP'S MUST BE IMPLEMENTED AS SOON AS POSSIBLE.
6. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH
AN APPROVED ON -SITE EROSION CONTROL PLAN PRIOR TO THE IMPLEMENTATION OF
CONSTRUCTION ACTIVITIES.
7. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHALL BE STABILIZED
WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDRO SEEDING. IT MAY BE
NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY
BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
8. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF
THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
BUT IN NO CASE MORE THAN FOURTEEN DAYS AFTER WORK HAS CEASED EXCEPT AS
STATED BELOW:
8.1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN
GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS
PRACTICABLE.
8.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,
AND EARTH -DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY
STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE
SITE.
9. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY
CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A
BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED THE PERMITTEE MUST
ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE
BMP WITHIN 48 HOURS OF IDENTIFICATION.
10. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE
CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE
FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE
STATE.
11. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
12. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OF STABLE OUTLETS.
13. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT
POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND
CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE
PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
14. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER)
WHERE LAND -DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND
WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.
15. MINIMIZE SOIL COMPACTION AND, WHERE POSSIBLE, PRESERVE TOPSOIL.
16. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL
WASH WATER, AND OTHER WASH WATERS, WASH WATERS MUST BE TREATED IN A
SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER
TREATMENT PRIOR TO DISCHARGE.
17. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DE -WATERING OF TRENCHES AND
EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE
BMP'S (SEDIMENT BASIN, FILTER BAG, ETC.)
18. THE FOLLOWING DISCHARGES FROM THE SITE ARE PROHIBITED:
18.1. WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE
CONTROL (SUCH AS A CONCRETE WASHOUT PIT)
18.2. WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS,
CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;
18.3. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION
AND MAINTENANCE;
18.4. SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING
19. AFTER CONSTRUCTION ACTIVITIES BEGIN, EROSION CONTROL PLAN INSPECTION MUST BE
CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE
CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION
SITE.
20. FOR EROSION CONTROL MATERIALS, REFER TO DRAWING PLAN & DETAILS THIS SET.
GENERAL EROSION CONTROL NOTES:
ESTABLISHING VEGETATION
GENERAL REQUIREMENTS:
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING, AND MULCHING
DISTURBED AREAS.
MATERIALS:
A. LIME IS NOT REQUIRED FOR TEMPORARY SEEDING UNLESS A SOIL TEST SHOWS THAT THE
SOIL PH IS BELOW 5.0. IT MAY BE DESIRABLE TO APPLY LIME DURING THE TEMPORARY
SEEDING OPERATION TO BENEFIT THE LONG-TERM PERMANENT SEEDING. APPLY A
MINIMUM OF 1.5 TONS OF LIME/ACRE (70 LBS./1000 FT 2) WHEN USED.
B. APPLY A MINIMUM OF 500 POUNDS PER ACRE OF 10-10-10 FERTILIZER (11.5 POUNDS PER
1000 SQUARE FEET) OR EQUIVALENT DURING TEMPORARY SEEDING UNLESS A SOIL TEST
INDICATES A DIFFERENT REQUIREMENT. INCORPORATE FERTILIZER AND LIME (IF USED) INTO
THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR OTHER MEANS WHERE CONDITIONS
ALLOW.
C. SEED SELECTION IS BASED ON GEOGRAPHICAL LOCATION, SOIL TYPE AND THE SEASON OF
THE YEAR IN WHICH THE PLANTING IS TO BE DONE. USE THE TABLES IN CHAPTER 6 OF
THE NORTH CAROLINA SOIL AND EROSION CONTROL MANUAL AS A GUIDE FOR
CONVENTIONAL TILLAGE METHODS (PLOWING, SEEDBED PREPARATION, HYDROSEEDING, ETC).
IF A FAST GROWING CROP TO NURSE THE PERMANENT SPECIE OR SPECIES IS REQUIRED,
THEN USE THE RATE MIX.
PREPARATION OF SEEDBED:
LOOSEN THE SOIL SURFACE BEFORE BROADCASTING THE SEED. APPLY SEED EVENLY BY THE
MOST CONVENIENT METHOD AVAILABLE FOR THE TYPE OF SEED USED AND THE LOCATION OF
THE TEMPORARY SEEDING. TYPICAL APPLICATION METHODS INCLUDE BUT ARE NOT LIMITED TO
CYCLONE SEEDERS, ROTARY SPREADERS, DROP SPREADERS, BROADCAST SPREADERS, HAND
SPREADERS, CULTIPACKER SEEDERS, AND HYDRO -SEEDERS. COVER APPLIED SEED BY RAKING
OR DRAGGING A CHAIN, AND THEN LIGHTLY FIRM THE AREA WITH A ROLLER OR CULTIPACKER.
SILT FENCE MAINTENANCE:
1. INSPECT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
2. IF FABRIC IS TORN OR INEFFECTIVE IN ANY WAY, REPLACE FABRIC PROMPTLY
3. IF A POST HAS COLLAPSED, REPLACE IMMEDIATELY
4. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE FOR NEXT
RAINFALL
5. REMOVE FENCE ONLY AFTER GRADED AREAS HAVE BEEN EFFECTIVELY STABILIZED
MULCHING:
USE MULCH WITH TEMPORARY SEED APPLICATION TO RETAIN SOIL MOISTURE AND REDUCE
EROSION DURING THE ESTABLISHMENT OF VEGETATION. TYPICAL MULCH APPLICATIONS INCLUDE
STRAW, WOOD FIBER, HYDROMULCHES, BFM AND FBM. USE HYDROMULCHES WITH A MINIMUM
BLEND OF 70% WOOD FIBERS.
THE MOST COMMONLY ACCEPTED MULCH USED IN CONJUNCTION WITH TEMPORARY SEEDING IS
MALL GRAIN STRAW. THIS STRAW SHOULD BE DRY AND FREE FROM MOLD DAMAGE AND
NOXIOUS WEEDS. THE STRAW MAY NEED TO BE ANCHORED WITH NETTING OR EMULSIONS TO
PREVENT IT FROM BEING BLOWN OR WASHED AWAY. APPLY THE STRAW MULCH BY HAND OR
MACHINE AT THE RATE OF 1.5-2 TONS PER ACRE (90 POUNDS PER 1000 SQUARE FEET).
RE -SEEDING:
RE -SEED AREAS WHERE SEEDING DOES NOT GROW QUICKLY, THICK ENOUGH, OR ADEQUATELY
TO PREVENT EROSION. BASE SEED SELECTION ON LOCAL REQUIREMENTS AND SPECIFICATIONS.
INSPECTION AND MAINTENANCE:
INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 INCHES OR MORE OF PRECIPITATION.
COVER SEEDED AREAS WITH MULCH TO PROVIDE PROTECTION. FREQUENT INSPECTIONS ARE
NECESSARY TO CHECK THAT CONDITIONS FOR GROWTH ARE GOOD.
SUPPLY TEMPORARY SEEDING WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED,
ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON ADVERSE SITES. CONTROL WATER
APPLICATION RATES TO PREVENT RUNOFF.
BASE SEED SELECTION ON LOCAL SPECIFICATIONS AND CHAPTER 6 OF THE NORTH CAROLINA
SOIL AND EROSION CONTROL MANUAL.
AREAS WHERE THE PLANTS DO NOT GROW QUICK ENOUGH, THICK ENOUGH, OR ADEQUATELY
ENOUGH TO PREVENT EROSION SHOULD BE RE -SEEDED.
APPROXIMATE QUANTITIES ARE SHOWN ON THE COVER SHEET AND OR THE EROSION CONTROL
PLAN. QUANTITIES THAT ARE SHOWN ARE APPROXIMATE AND FOR REFERENCE ONLY. THE
CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES REQUIRED BY THE PLANS AND FIELD
CONDITIONS. ALL REQUIRED EROSION CONTROL MATERIALS SHALL BE SUPPLIED BY THE
CONSTRUCTION CONTRACTOR AND ALL TEMPORARY MEASURES TO BE REMOVED BY THE
CONTRACTOR AFTER STABILIZATION IS ACHIEVED.
GENERAL GRADING NOTES:
AREAS TO BE GRADED SHALL BE TREATED AS FOLLOWS:
1. CONTRACTOR SHALL NOTIFY NORTH CAROLINA 811 A MINIMUM OF 48 HOURS BEFORE
BEGINNING EXCAVATION TO VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES.
2. EXISTING UNDERGROUND AND OVERHEAD UTILITIES, PAVEMENT, STRUCTURES AND OTHER
FEATURES DEPICTED ON THE DRAWINGS ARE SHOWN IN THE APPROXIMATE LOCATIONS
ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY IN THE FIELD
THE EXACT LOCATION OF THESE OR ANY OTHER EXISTING FEATURES IN OR ADJACENT TO
THE PROJECT LIMITS.
3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION PHASES OF THIS PROJECT.
THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE
ADJACENT PROPERTIES AND ANY PENALTY FEES ASSESSED OCCURRING DURING THE
CONSTRUCTION PHASES OF THIS PROJECT.
4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR
SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.
THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN ACCORDANCE WITH ALL APPLICABLE
OSHA STANDARDS.
6. ALL AREAS TO BE DISTURBED BY LAND GRADING SHALL BE CLEARED AND GRUBBED TO
REMOVE VEGETATION, ROOTS AND OTHER DEBRIS. REMOVAL OF TREES WITHIN THE TREE
CLEARING LIMITS SHOWN ON PLAN SHALL BE PERFORMED BY THE CONTRACTOR.
CONTRACTOR SHALL AVOID DISTURBING NATURAL DRAINAGE COURSES UNLESS SHOWN ON
THE GRADING PLAN AND PROPER EROSION CONTROL MEASURES ARE INSTALLED. TOP SOIL
INCLUDING GRASS SHALL BE REMOVED IN THE AREA WHICH WILL BE GRADED.
7. CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FROM ALL AREAS THAT WILL BE
DISTURBED BY EXCAVATION, FILLING, OR COMPACTION. STOCKPILE TOPSOIL SO THAT
NATURAL DRAINAGE IS NOT DISTURBED AND AVOID STOCKPILING ON STEEP SLOPES. SIDE
SLOPES OF STOCKPILE SHOULD NOT EXCEED 2:1
8. DISTRIBUTE STOCKPILED TOPSOIL OVER DISTURBED AREAS TO A MINIMUM DEPTH OF 4
INCHES. TOPSOIL SHALL BE UNIFORM IN DEPTH AND FREE OF ROCKS AND DEBRIS.
9. SEEDING AND MULCHING SHALL BE PERFORMED BY THE CONTRACTOR. ALL DISTURBED
AREAS EXCLUDING GRAVELED, PAVED AND RIP -RAP AREAS, SHALL BE SEEDED, FERTILIZED
AND MULCHED.
10. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH MULCH, VEGETATION,
CRUSHED STONE, RIP -RAP OR OTHER MEASURES AS SOON AS WORK IS COMPLETED, OR IF
WORK IS INTERRUPTED FOR 14 OR MORE WORKING DAYS.
11. THE ORIGINAL GROUND SURFACES SHALL BE CLEARED AND GRUBBED TO REMOVE ALL
VEGETATION AND ORGANIC MATERIAL. SOFT MATERIAL THAT WILL NOT COMPACT SHALL BE
REMOVED AND REPLACED WITH A COMPACTABLE MATERIAL THAT HAS BEEN APPROVED BY
ENGINEERING. AREAS THAT WILL RECEIVE FILL OR FINISH PAVING SHALL HAVE THE TOP 6"
COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
12. MAXIMUM DRY DENSITY SHALL BE DETERMINED BY ASTM D-1557-91 (RE -APPROVED 1998)
(MODIFIED PROCTOR) IN -PLACE DENSITY AND MOISTURE PROBES.
13. FILL MATERIAL SHALL BE FREE FROM BRUSH, RUBBISH, OVERSIZED ROCKS OR OTHER
OBJECTIONABLE MATERIAL EARTH FILL IS TO BE PLACED IN 6" MAX. LIFTS AND
THOROUGHLY COMPACTED WITH SEVERAL PASSES OF A SHEEP'S FOOT ROLLER TO KEEP
SHRINKAGE TO A MINIMUM. A VIBRATORY ROLLER SHALL BE USED INTERMITTENTLY SUCH
THAT NO SHRINKAGE ALLOWANCE WILL BE REQUIRED TO THE ELEVATIONS SHOWN ON THIS
DRAWING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RECORDS TO VERIFY THAT
EMBANKMENT ARE CONSTRUCTION TO 95% MODIFIED PROCTOR DENSITY.
14. WHERE ACCESS ROAD TIES INTO EXISTING ROADWAY MATCH TOP OF SURFACE AND SLOPE
AS REQUIRED TO PROVIDE SMOOTH TRANSITIONS.
15. SEE PROOF ROLLING NOTES ON ACCESS ROAD PLANS
16. RE -GRADE EXISTING DITCHES AS NECESSARY TO CREATE POSITIVE DRAINAGE.
17. APPROXIMATE GRADING AND EARTHWORK QUANTITIES ARE SHOWN ON THE GRADING PLANS
AND ARE APPROXIMATE FOR THE AID OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY
ACTUAL QUANTITIES REQUIRED. ALL REQUIRED GRADING AND EARTHWORK MATERIALS
SHALL BE SUPPLIED BY THE CONTRACTOR.
*PRIOR TO USING ANY STRUCTURAL BACKFILL, THE SOIL REPORTS AND REQUIRED
COMPACTION -DENSITY CURVES SHALL BE SUBMITTED FOR ENGINEERING REVIEW AND/OR
APPROVAL.
GENERAL EARTHWORK NOTES:
1. SOILS EXCAVATED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL
MANNER.
2. IMPORTED MATERIALS TO BE USED FOR STRUCTURAL FILL SHALL ADHERE TO THE DUKE
EARTHWORK SPECIFICATION. IMPORT FILL GRADATIONS SHALL BE SUBMITTED TO DUKE FOR
APPROVAL PRIOR TO USE OF IMPORT SOILS AT THE SITE.
INSPECTIONS, TESTS, AND REPORTS:
ALL REQUIRED INSPECTIONS AND TESTS SHALL BE PERFORMED BY A QUALIFIED AND APPROVED
TESTING AND INSPECTION AGENCY. COPIES OF ALL INSPECTION AND TEST REPORTS SHALL BE
FURNISHED TO THE ENGINEER OF RECORD. ONE SET OF INSPECTION REPORTS SHALL BE KEPT
ON SITE.
UC Sly .. METI
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
SCALE:
PER DETAIL
GENERAL DEMOLITION NOTES:
1. MATERIAL REMOVED FROM THIS PROJECT SITE SHALL BE DISPOSED OF IN A PROPER AND
LEGAL MANNER IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS.
2. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED, OWNER SHALL BE NOTIFIED IMMEDIATELY
TO PROVIDE DIRECTION.
3. THE CONTRACTOR SHALL REDUCE AIRBORNE DUST DURING DEMOLITION PER LOCAL OR STATE
REQUIREMENTS.
4. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS REQUIRED DURING
DEMOLITION PER EROSION CONTROL DOCUMENT.
5. CONTRACTOR MUST TAKE CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITIES,
ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES MUST BE LOCATED PRIOR TO START OF
DEMOLITION.
6. EXISTING STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED IN THEIR ENTIRETY.
7. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES TO PERFORM ALL OPERATION
REQUIRED FOR COMPLETE DEMOLITION AND RELATED WORK AS DESCRIBED AND SPECIFIED.
8. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE ITEMS THAT ARE
INTENDED TO REMAIN.
9. ANYTHING DAMAGED AT THE TIME OF WORK IS TO BE REPAIRED AND/OR REPLACED TO
MATCH EXISTING CONSTRUCTION AT CONTRACTORS EXPENSE.
ENGINEERS'S NOTES:
THE CONTRACTOR SHALL MAKE NO CLAIM AGAINST THE OWNER OR THE ENGINEER REGARDING
ALLEGED INACCURACY OF CONSTRUCTION STAKES UNLESS ALL SURVEY STAKES ARE
MAINTAINED INTACT AND CAN BE VERIFIED AS TO THEIR ORIGIN. IF, IN THE OPINION OF THE
ENGINEER, THE STAKES ARE NOT MAINTAINED INTACT AND CANNOT BE VERIFIED AS TO THEIR
ORIGIN, ANY REMEDIAL WORK REQUIRED TO CORRECT ANY ITEM OR IMPROPER CONSTRUCTION
WORK IN THIS DEVELOPMENT SHALL BE PERFORMED AT THE SOLE EXPENSE OF THE
RESPONSIBLE CONTRACTOR OR SUBCONTRACTOR.
NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED
TO CREATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR
OR ANY SUBCONTRACTOR.
THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS UTILIZED IN
CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S
FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
AN ATTEMPT HAS BEEN MADE TO SHOW THE LOCATIONS OF ALL UNDERGROUND OBSTRUCTIONS
AND UTILITY LINES IN THE WORK AREA, HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR DETERMINING AND IDENTIFYING THE EXACT LOCATION OF UTILITIES IN THE AREA. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITY LINES ENCOUNTERED
DURING CONSTRUCTION AND PROTECTION OF UTILITIES IN PLACE.
REDLINE DRAWINGS SHALL BE SUBMITTED TO DUKE ENGINEERING BY CONTRACTOR UPON
COMPLETION OF WORK.
CONTRACTOR IS TO NOTIFY DUKE ENGINEERING OF ANY HORIZONTAL OR VERTICAL SURVEY
DISCREPANCIES FOUND DURING THE LAYOUT OF THE PROJECT PRIOR TO START OF
CONSTRUCTION. ANY DEVIATION IN EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION
OF ENGINEER BEFORE CONSTRUCTION STARTS. ENGINEER WILL NOT BE RESPONSIBLE FOR
REMOVAL, REPLACEMENT, OR OTHER MODIFICATIONS THAT MAY BE REQUIRED AS A RESULT OF
EXISTING CONDITIONS NOT PROPERLY VERIFIED AND CONFIRMED. SHOULD AN ERROR BE FOUND
IN THE HORIZONTAL & VERTICAL CONDITIONS, ENGINEER WILL BE NOTIFIED AND CONSTRUCTION
WILL NOT PROCEED UNTIL REVISIONS/MODIFICATIONS HAVE BEEN PREPARED AND SUBMITTED BY
ENGINEER.
APPROVAL OF THESE PLANS SHALL NOT PREVENT THE CITY/COUNTY FROM REQUIRING
CORRECTION OF ERROR IN THE PLANS WHERE SUCH ERRORS ARE SUBSEQUENTLY FOUND TO BE
IN VIOLATION OF ANY LAW, ORDINANCE, OR OTHER HEALTH/SAFTEY ISSUE.
ALL UNDERGROUND STRUCTURES (BOX CULVERT, REINFORCED CONCRETE PIPE, CAST -IN -PLACE
PIPE, CONDUITS, AND/OR CORRUGATED METAL PIPE, ETC) SHOWN ON THESE PLANS ARE
DESIGNED FOR STANDARD HIGHWAY LOADINGS. THE STANDARD SATISFACTORY MINIMUM COVER
REQUIREMENTS AS ESTABLISHED BY THE STRUCTURE MANUFACTURER MAY NOT ALWAYS BE
ADEQUATE DURING CONSTRUCTION. WHEN CONSTRUCTION EQUIPMENT, FREQUENTLY HEAVIER
THAN TRAFFIC LOADS FOR WHICH THE STRUCTURE HAS BEEN DESIGNED, IS TO BE DRIVEN
OVER OR CLOSE TO THE BURIED STRUCTURE, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE
STRUCTURE. THE ADEQUACY OF THE COVER REQUIREMENTS FOR STRUCTURE SHALL BE
ANALYZED AND CHECKED BY THE CONTRACTOR TO ADDRESS LOADING CONDITIONS IMPOSED BY
CONSTRUCTION ACTIVITY. ANY DAMAGE BY CONSTRUCTION ACTIVITY SHALL BE REPLACED AT
THE CONTRACTOR'S EXPENSE.
ALL EARTHWORK CONSTRUCTION SHALL CONFORM TO DUKE ENERGY EARTHWORK SPECIFICATION
31-00-00, THE LATEST NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
DETAILS AND/OR SPECIFICATIONS INCLUDING ANY SUPPLEMENTS THERETO AND THE SOILS
REPORT PREPARED BY A GEOTECHNICAL ENGINEER.
t)!. Kr; 'p) ';'
t YilYl'1 mz
sturrnr:at
PerraN x Sw �41?l2.SoZ + ��_.7�L17
UY j�t RR#I+D ALL
shams; x
r
1! IF
0 INITIAL RELEASE FOR COMTRUCTION NEW CONSTRUCTION HBOO187C1 CAN-UCS CAN-UCS JEE-UCS 05/01/2o`17
REV DESCRIPTION ISSUE TYPE DPI DFT DES/CHK ENG DATE
REVISION HISTORY
SEAL: TITLE:
THIS DRAWING OR ❑ PREIMINARY GENERAL CIVIL NOTES
�Itl1!!11 DILL OF MATERIAL IS
AND MAY NOT BF, can p AS fUILT ZERO 100-24 KV, 100-12.5 KV SUBSTATION
LOANED, REPRODUCED
OR COPIED, EITHER
WHOLLY OR IN PART, Company: LOCATION. HOLE RET
OR MADE PL�RI,IC Pv
ANY MANNER WITHOUT Phone: CITY: BURLINGFON COUNTY: ALAMENCE STATE: NC
DUKETHE WRITTEN SHEET SIZE: REGION: STATION NUMBER: DRAWING NUMBER: REV:
f�#«'•' !► �� OF D[ KE ENERGY Date: ENERGY. ARCH D NC -SC 3933 2709680SDV 0
CORPORATION
O
W
w
N
0
0
0
0
0
N
ili