20181368 Ver 2_Design-Map-Site Plans_20190328

1/8" 11111111111111111111111111111111111111111111
1/4" 1 1113/8" 111111111
1/2" 3/4" 1 111111111111"
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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
ACRE
BC
BRASS CAP
BCHH
BRASS CAP IN HAND HOLE
BMP
BEST MANAGE. PRACTICE
BWF
BARB WIRE FENCE
CALC
CALCULATED
CL
CENTERLINE
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
FND
FOUND
FTG
FOOTING
GA
GAUGE
GALV
GALVANIZED
GAS
GAS LINE
HH
HAND HOLE
HOR
HORIZONTAL
ABBREVIATIONS CON'T:
HSS
HOLLOW STEEL
HWF
HOG WIRE FENCE
IT
JOINT
LF
LINEAR FOOT
MIN
MINIMUM
MOL
MORE OR LESS
MON
MONUMENT
N
NORTH, 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
tE
Know what% below.
Call before you dig.
Call at least three working days
before you plan on digging
North 81
Carolina m
www.nc811.org
Dial 811 or 1-800-632-4949
WESTFIELD - DOUBLE CREEK
100kV TRANSMISSION LINE
ISSUED FOR CONSTRUCTION
VICINITY MAP
NOT TO SCALE 0
PROJECT DESCRIPTION:
SURRY—YADKIN ELECTRIC IS DEVELOPING THE
PROPOSED RIGHT—OF—WAY FOR A NEW ELECTRICAL
TRANSMISSION LINE TO BE CONSTRUCTED TO
ACCOMMODATE THE GROWING NEEDS OF THE LOCAL
AREA.
RIVER BASIN:
YADKIN PEE DEE / ROANOKE
RECEIVING WATER COURSE CLASSIFICATION:
NORTH DOUBLE CREEK / CLASS "C" STREAM
ESTIMATED QUANTITIES:
NOTES:
• CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES
DURING THE BIDDING PROCESS AND PRIOR TO CONSTRUCTION ACTIVITIES.
LIMITS OF DISTURBANCE:
ACREAGE = 19.47
(DISTURBED LIMITS ESTABLISHED USING ACCESS, EROSION CONTROL
MEASURES AND TREE CLEARING)
STOKES COUNTY, NORTH CAROLINA
MARCH 25,2019
----------
A%%
STOKES COUNTY, NC
NOT TO SCALE
GENERAL CONTRACTOR NOTES:
THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER
PUBLIC RIGHTS—OF—WAYS IN A CLEAN, SAFE, AND USABLE CONDITION. SPILLS
OF SOILS, ROCK, OR OTHER CONSTRUCTION DEBRIS SHALL BE REMOVED FROM
THE PUBLIC PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE
PROJECT.
CONSTRUCTION SHALL BE STOPPED IF CULTURAL RESOURCES ARE SUSPECTED.
IF SIGNS OF AN ARCHAEOLOGICAL SITE, SUCH AS UNUSUAL AMOUNTS OF
STONE, BONE, OR SHELL ARE UNCOVERED DURING CONSTRUCTION ACTIVITIES.
WORK SHALL BE HALTED WITHIN 100 FEET OF THE FIND. A QUALIFIED
ARCHAEOLOGIST SHALL BE RETAINED FOR AN ON—SITE EVALUATION.
CONSTRUCTION SHALL BE STOPPED AND THE LOCAL FIRE DEPARTMENT
CONTACTED IMMEDIATELY IF HAZARDOUS MATERIALS, OR WHAT APPEARS TO
BE HAZARDOUS MATERIALS ARE UNCOVERED DURING GRADING OPERATIONS.
THE AREA CONTAINING THE HAZARDOUS MATERIAL SHALL BE MARKED OFF
UNTIL A MEMBER OF THE FIRE DEPARTMENT CONDUCTS AN INVESTIGATION.
ALL SITE WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND FEDERAL
LAWS, REGULATIONS, PERMITS, AND SURRY—YADKIN ELECTRIC MEMBERSHIP
CORPORATION STANDARD PRACTICES. ALL CONDITIONS OF PERMITTING SHALL
BE FOLLOWED AND BE CONSIDERED PART OF THE CONTRACT. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL REQUIREMENTS AS
OUTLINED IN THIS PACKAGE.
SURVEY:
PREPARED BY:
LAWRENCE ASSOCIATES
N. BASS
FIRM LICENSE NUMBER: C-2856
C. MULLINS
PHONE [phone]
REV.
ADDRESS: 106 W. JEFFERSON ST.
DRAWING
MONROE, NORTH CAROLINA 28112
DATED:
N/A
PROJECT DRAWING LIST
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
DESIGNER:
C. MULLINS
DWG. N0.
REV.
DATE:
DRAWING
TITLE
NTS
EC01
6
COVER SHEET
CIVIL APPROVAL:
ECO2
6
INDEX SHEET
EC03
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC04
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC05
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC06
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC07
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC08
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC09
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC10
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC11
6
SEDIMENT AND
EROSION
CONTROL
PLAN
EC12
6
NOTES AND DETAILS 1
EC13
6
NOTES AND DETAILS 2
EC14
6
NOTES AND DETAILS 3
PROJECT MANAGER:
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
DESIGNER:
C. MULLINS
DRAFTER:
C. MULLINS
DATE:
10/19/2018
SCALE:
NTS
CHECKED BY:
ELEC. APPROVAL:
CIVIL APPROVAL:
DROJECT DESIGNED FOR:
SURRY-YADKIN ELECTRIC
MEMBERSHIP CORPORATION
PROJECT:
WESTFIELD - DOUBLE CREEK
100kV TRANSMISSION LINE
TLE:
COVER SHEET
PMIKE
ENGINEERING
PIKE ENGINEERING, LLC.
123 North white Street
Fort Mill, S.C. 29715
North Carolina COA No. C-0379
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF PIKE ENGINEERING, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF PIKE ENGINEERING, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE & NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
L
SEAL
-
�k : N 1853-
t
PROJECT NUMBER
16914-000
DRAWING I SEQ REV.
No.
EC 01 6
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1/8" 11111111111111111111111111111111111111111111
N.
BASS
LANDSCAPE ARCHITECT:
N.
BASS
DESIGNER:
C.
MULLINS
DRAFTER:
C.
MULLINS
DATE:
10/19/2018
SCALE:
1 "=1,000'
CHECKED BY:
ELEC. APPROVAL:
1
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8
12
16
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24
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100kV TRANSMISSION LINE
PROJECT MANAGER:
N.
BASS
LANDSCAPE ARCHITECT:
N.
BASS
DESIGNER:
C.
MULLINS
DRAFTER:
C.
MULLINS
DATE:
10/19/2018
SCALE:
1 "=1,000'
CHECKED BY:
ELEC. APPROVAL:
CIVIL APPROVAL:
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NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF PIKE ENGINEERING, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF PIKE ENGINEERING, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE & NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
SEAL
SEAL
9`�NC A
N�s����'L
�k • 1853
PROJECT NUMBER
16914-000
DRAWING I SEQ REV.
EC 02 6
10
20 1 11111111130
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200 111111111111111111111111
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DB. 643, PG. 215
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PIN 5978670310
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JANICE RIE�WS \ MISTY J. TURNER
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INSTALL GATE / / \ \ DB. 403, PG. 1486
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DETAIL 10
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I DETAIL 1(P.) / / \ \ / / ✓ / / I \
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a� / O ✓ T % v \
11
PIN 5978649618
HILDA MABE WILLIAMS
DB. 450, PG. 2447

A I SILT FENCE W/ _ —
� ROCK OUTLET / � / � / � � / � � � � �/ / —� -
ETAIL 1 (TYP.) �—
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PIN 59889419
JACK WOODROW NUNN
+
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384,MPG 792 l�
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DETAIL 10 I
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D J MCKNIGHT P. .9,F. B. 5,
. • •� \ \ / / DB. 384, PG_. 1722 \ OH --
PIN 5978649618
HILDA MABE WILLIAMS
DB. 450, PG. 2447 \ 18
PI 5978742484 / � � / / � / / 21
-- - �. • • ROGEP DALE STEWART IN 59787348 2 /
i DB. 626, PG. 2084
/ ... , / / SILT FENCE \
� ROB RT AARON NTER
/ &DEBORAH N. rUNTER r �� �� DETAIL 1 (TYP.) / \
DB. 372, PG. 2276 _
c \ ��\�� ` OHE �- �HE / 27
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aEF�E
PIN 5978584364 / i�y , \ \ / \ / / =O �: C I L GARY N. PASCHALL &
RYAN S. NICHOLS // . • . W. KATRIN PASCHALL
& SHANNON R. JEAN I �� / I 1
DB. 653, PG. 1650 / EXISTING PAVED ENTRANCE / / �� I / / / \ \ _ _ _ �Z3� /
\DB. 655, PG. 55
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1-2-20_- /
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16 I \ / I DIETAIL 2
1 PIN 597864464 v \
• • A SUSIE SANE CLORE � � � s • • A � � � � � � \
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I � .•. ,. .. ,... � \ � DETAIL
23
/ \ * �j / -- - --- - - -- _ \ I PIN �5978737168
\ 17 / -- - �p MANUEL OWENS JESSUP
/ PIN 5978635877 / _
BRAHNALL DODD WESLEY / / - \ \ &DEBRA JESSUP \ \ \
DB. 395, PG. 1225 DB. 6855,, PG. 1555
DRAINAGEL LEGEND WB WATER BAR CONSTRUCTION ENTRANCE ROCK OUTLET TEMPORARY BRIDGE��j � �\ \ H 0 50 100 15\0- 20
—x—FENCE LINE GATE INSTALLATION
ev PROPOSED STRUCTURE STREAM 30' HAND CLEAR BUFFER CULVERT
•SILT FENCE CLEAN WATER • BERM • A• LINE
ELEC. VO \5 10 15 20
TRANSMISSION ROW PROP. ACCESS ROUTE EXISTING ACCESS GRADED ACCESS (W/GRAVEL) CRANE PAD DISTURBED LIMITS
\ \ \

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PIN 597893440 A ✓ / / I N 5931 88029906 A /
/ JEREMY C. C001( ALICIA M. KNIGHTEN�r
& KISHA H. COOK\ �— _ \ / DB. 665, PG. 1196
\ \ DB. 632, PG. 783 / O \
36 V CID ION ENTRE
\ \ PIN 5988036398 ,DETAIL 2 \ J
TIMMOTHY J. TUT TLE (ENTRANCE TO BE RE -DRESSED AFTER
\ "loL \ I & DEBORAH C. TUTTLE CONSTRUCTION COMPLETION) \ 0,
DB. 664, PG. 969 \ � -
\
PIN 5978938089 ✓ , .. , , . , , T /
RUBY L. J P \ FL
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IN 5978933275 \ & 30
A"A�DCY M. COOK 0 Y LEE COOK1 _ �_
DB. 386, PG. COOK
} -
- MICHAEL L. JOYCE & - � 11 � � � \ _ � � 40 � / I � / •/
DERRICK M. JOYCE \ \ ` E — o PIN 5988121393 /
Rlmli
\ % — DB. 602, PG. 1576 H •" _ �� �/ DONNA S. MCGILL •
DB 5 G 1908
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• • / — _ o - p� IE — �1 • • 1� ` \ / FAYE STONE STAFFORD
.3 , G. 2017
DB 57 P
PIN 59 8839419.—
JACK WOODROW NUNN • � A� �
&JANE SIMMONS NUNN 1
DB. 384; PG. 792
DHE
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- CONSTRh1CTI0N ENTRANCE ` I �` 38 / CONSTR CTION ENTRANCE
\�� PIN 5978919677 i
� \
'WITH CULVERT \ I // � � ( � WITH CULVERT
\ \LARRY EDWARD STONE J
/ — pETAIL 5 \ / /.� \ \DB. 357, PG. 2016 / / 39 DETAIL 5 ) /
-SILT FENCE - / SILT FENCE W/ / / / / PB. 13, PG. 168 PIN 5988028008
DETAIL\1 (TYP.) / ROCK O� T / j r / LARRY EDWARD STON
DB. 255, PG. 831 — /
DETAIL 1 (T P.) / � / � � � } 35 \ — � � � � � /
— — i
/ i PB. 13 PG. 168
f \ � PIN 59788021717
V / • • CORNELIA JESSUP LYNCH /qL
� /1� ,.. .. .. , .. .•. .. 1 1 � � / � � � \ 4 '�D�133, PG. 191 � � •
AREA #43 4.13 ACRES,
28 �I % / PIN 5978927882
NJ ugI.JAMES MATTHEW CA
RTWRIGHT
PIN MARGARET
B \ / & ELSIE NUNN CARTWRIGF�T I / / / • /
ANNA MARGARET BERRY /
DB. 655, PG. 345 I / / DB. 652, PG. 142329
DOW— — — / PIN 5978924920
— LARRY EDWARD STO /
CO�INTRANCE
RUCTION
DB. 652, PG. 1711 / / / / / I / / \ I / \ /
WIT�CULVERT
ETAIL 5 CLEAN WATER
DIVERSION 5
• y
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LEGEND
TEMPORARY BRIDGE
DRAINAGE AREA WEI WATER BAR CONSTRUCTION ENTRANCE...__ROCK OUTLET • H 0 50 100 150 200
0 PROPOSED STRUCTURE STREAM 30' HAND CLEAR BUFFER CULVERT —FENCE LINE GATE INSTALLATION
/
ALIGNMENT CENTERLINE WETLAND SILT FENCE CLEAN WATER DIV. BERM — OHE — OVERHEAD ELEC. LINE WATER LINE
TRANSMISSION.•PROP. . ROUTE . •. •.D DISTURBED LIMITS\ �� \ 3 r - ' �V 0 J/ 20 ��� \

41
PIN 5v98812080
v F\AYE STO E ST�FFORD
v 'QB. 357, PSG. 20'1
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- - •�, � � � � � � / � � � — � PIN 5987390574
i — GLADYS 1. MARTIN i / /
DB. 230, PG.�
PIN -ORMIN NOR
- -
/ WTER BAR I S _T FENCE W/
/ D�TAIL 4 (TYP.) CRAN PAD / AOCK OUTLET
I DETAIL 9 (TYP.) (f DETAIL 1 (TYP-SILT F
SILT FENCE W/ TAIL 1 (TYPE
ROCK OUTLET / 1 18" CMP CULVERT
• L (TYP.) r . _
RIPRAP 0 — — }�3_ -
DETAIL 1 TYP.
• DETAIL 3
,\ - OUTLET PROTECTION �
% / \/ / / / 190 _ _ — \ • • \ \ DETAIL 17-
- -
/ --X139-\
24" CMP CULVERT
-0—
CLEAN WATER � �� ` �rrr «rr�«rr«�1 ` � � - R PRAP OUTLET PROTE�ONC
• • I DIVERSION 1 _ i rrrrrr \ DETAIL 17 -
SILT FENCE W/
LARGE ROCK OUTCROP
_ '
_ — -1+50, ROCK OUTLET f
DETAIL 15 � � �
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n» �- -
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\ DIVERSION 2 DE NIL 9 D
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\� \\ 30" blA. CMP CULVERT DETAIL 15 — - A _— vi (TY .) t
I _
Ct1STRUCTION DETAIL 3 \ — \ I _
o i — _ RrR«Rr«rr � �� DET/�IL� VERT
NTRANCE «r«[r« RRR[
WITH'C�LVERT V 18" CMP C�L
l� • • . . • W.
, � , . � � • .. . • � _ . , . � . � • � � — — - «r«« � ` RIPRAP OUTLET PROTECTI
D�IL 5 . CLEA WATER TAIL O
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\ CLEAN WATER - �
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17
DETAIL 15 DIVERSION 4
I � TAIL 15
- PIN39881-2043
� l� �\ •— � � JAMES -R. GRAHAM & \ , , � � — — j � / OF •, . � •• • / .
_ EM1 Y SGRAHAM
PG. 1695 . • . , - . WATER (TYP.) DB. 59. I 36 / .. • •
\\ @ L 4 / ;..
1 \ " CMP CU VERT
V A # CLEAN WATERDETAIL & 12
\ \ \ VrV
DIVERSIO5
\ \
lb
DETAIL 15� ��, /
J '✓ \
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LINDA NIPIN �I
SNEEDHAM
DB. 2�9, PG. 309
f \
/ /J /
45 / #
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/ / SYLVIA EAST BAILEY/
ROBERT K. BAIL / / GQO(N
' ,
Al � � � DB.664 PG. 67,5
J�l IJ
LEGEND
WATER BAR CONSTRUCTION ::i! •• • '•'A' '� \ ' \/ / % 50 100 150 2
D' •EA
� '
ev PROPOSED STRUCTURE STREAM 30' HAND CLEAR BUFFER CULVERT _x—FENCE LINE GATE INSTALLATION
SILT FENCE DHE OVERHEAD ELEC. LINE WATER LINE
. . . CLEAN WATER DIV. BERM
ALIGNMENT CENTERLINE OL WETLAND/
/ /20

I FAC
/ EXISkING GRAVELED ACCESS FROM JACK JOYCE / \
FUSE EXISTING DISTRIBUTION EASEMENT FORA ESS
I I TO RIGHT F -WAY / / I ✓ / / / / / \ \ \ \ _ \
� � i / v � \ � NO CONSTRUCTION ENTRANCE CESSARY
SILT F�NCE 1 \ \ - 18" Cf41P�CULVERT
�RIEPR,4POUT-rET PROTECTION /
TRILL
(FOR FUTUR"AINTENANCE ��CESS)
-
v�Lj---------
-� - -
.
- • 1 /� /� / / - I /JL v / - ----- ------
TEMPORARY
--TEMPORARY BRIDGE-
\ DETAIL 8_-
i0 FT. STREAM BUFjFER
\ \ - - 30'6T. STREAM BUFFER-
• • \ NO f� CHANIZED CLEARII / i \l ----- �MECHANI7�ED--CCE�N�
WIl F{tAI 40-FT,/OF STEAM / \ - W TER AR WIT N'S0 FT. OF STREAM
/ . • \ \ \ . • . �, . \ _ SILT FENCE W/ �D (TYP.)
... , . - \0 \ • • \ ROCK OUTLET ZIP
-DETAIL 1 (TYP.)
l
C[EAN-WATER \
0
\ 14\0 \ 50\ 100
\ / \ (ft.)
\0 5 10\

y
V/
i
(FOR FUTURE MQIf
/
\17
l-48
_
� TEMPORAi�Y BRIDGE /rt
_�]AMES�N PENC�ER2NELSON\� / 3��DETAIL 8 \ ---- .! / �J, F1ELEN B. NELSONDB. 451, PG. 52 1090,-
.
—1-1190
—SILTFENCE //'
ROCK OUTLET
--DERAIL 1 (TYP.)
30 FT. STREAM BUFFER
NO MECHANIZED CLEARING / �— — / / / - _ / 24" CMP CULV�tT
/ J — WITHIN 30 FT. OF STREAM / �� — — — i v DETAILI3
RIPPPAAP OUTLET PROTECTIC�V
• • i DETAIL 1 / / \
FORfUTURE MAINTEfJ4 E ACCESS
_
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--
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\ V I
0 \ 6EAN WATKR
I
\ \ DIVENSION 8 \ \ \
\ _
/ \
DETAIL\t5 \ \ \ I DRAINAGE AREA #88 : 2.44 ACRES,
\CULVERT 18" STR 43-�K
/ /
TER BAR
DETAIL 4 (TYPE
I — 18' CMP CULVE� ✓ J /
\ 4 " CMP C�LV RT ` \ � � I 1 \ \� / —DE -TAIL -3 — / 1 —
I 1 I DBTAIL 3 12 / 49 \ \ \ I RIPRAP OUTLET PROTECTION /
I 1 (r OR FUtURE � AIf TEMANCE ACCESS) PIN 6987792322 \ \ / I I I \ DETAIL 17
/ 11 \\ \ 1
10/19N RAY LYNCH I \ (FOR FUTURE MAINTENANCF/ACCESS)
9, PG. 526 I / I I / \ / 20,'CLEARING OUTSIDE OF \ ) \ I I I I
I \ I \
B. 20/RIGHT-OF-WAS

4WD \ \ A \
1 — _
I - _
i
AL
, ww"
WATER BAR
DETAIL 4 (TIP.)
A--
/ / �� I • • • • \ I , �, \ 30 FT. ST EAM BUFFER -
` \ \ I I I �10 MECHANIZED CLEARING
WITHIN 30/FT. OF STREAM /
I l
I / ^
I I I / I \ / / \\ \\ // ✓� / I 1 I I 48\- CMP
6ETAIL3&12
.• • • �, / / \ \ \ / / / � 0 / / / / / 1 (FOR FUTURE MAINTENANCE ACCESS)
\ � I
CRA�E PAD
DETA�L 9 (TYP.1 / 30" CMP CULVERT /� / / 1 SILT FE
\ � DETA%L-3
ti ROC OU
RIPRAP OUTLET PRO 7 ECTIO� I .•. , -1 NAIL 1
I/(FOR FUTURE MAS EDIANCE ACCESS)
M / ICULVERT
\ \ \ \ \ \ \
I
-1-foo,�1 \ ` \ � \ \ II I I I I , , J / / / 20ST BG FEAR HALLTON GE AV NTAIfRED AT ALL TIMES
\ \ \ \ \ I \ I 20'ICLEARI QU BIDE OF / / I I PERIMETER QF NO FERNING SHPLL BE INSTALLED AROI ND
BU
RI AHHT-OF-WAY
/. 20'�CLEARkNG OLITSIDE
- - Q
\ \ �I RICHT-OF AY \ C) \
124" C P CU VERT
l
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— J RIPRAOU LET PROTECTION
DETAIL\17 I 7J
(FOR FUTURE MAII�TENANCE
ACC9S) J J
20' CLEARING OUTSIDE OF'
5 / PIN 598663050 /
/OLIVERS ANSON JWCE /
/ & R Y K. JOYXE
Df� 265, PGS. 470
ANY MARKETABLE TIMBER
CLEARED BY THE CONTRACTOR,
SHALL BE PLACED ON THE EDGE /
OF RIGHT-OF-WAY AT THE J /
OWNERS DISCRETION
18" CMP CULVERT —i i i I
WATTHE \
RETION
5
7657073 \ \ \
.JOYCE \
2I JOYCE
�,1185
24" CT CULVERT ,\
DETAIL
RIPRAP 0 OU
L,ET PROTECTION �
DETAIL 17 \
\ CWD 11 \
DETAIL 15
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TY \ -'
DETAIL 1 ( P.) \
SILT FENCE_jj�.
VA V A\ V t I 54
PIN 5987553075
\ \ \ \ \ \ \ JACK L. PALMER &
\ \ V \ I NANCY PALMER \
DB. 169, PG. 6 \
52 \ \ \
\ \ PIN\987458702\
\ \ \ \ JOSEPH T.4INVILLE & N.�
\ �\ CHARLOTTE LINVILLE \ \ \ \ I l �R/� (/V4083)
\ \\\ \ \ DB. 554, PG. 1327 \ \ \ I
H 0 50— ^C00 lw _ 00-
(ft 07
V I \ \ 1 \ V 1 v 0 -5- 70 _ _ 15 20 ��

_ — 55
7657073
-- -- __ CHRIS JOYCE /
. • . — & SHER I JOYCE ANY MARKETABLE
— — — DB. 567, PG. 1185 \ CLEARED BY THE C
\ \ SHALL BE PLACED 0
OF RIGHT -OF -WA
OWNERS DISC
---
sail
\ 56
. • . , , . , .. , ; \ 5987631
\
DB. 575, PGO. 1
\ / - 18" CMP NLV€RT�
DETAIL 3
RIPRAP OUTLET -
\ — _ PROTECTION \ \
CWD 12 ... j i DETAIL 17
DET,ALL
CWD 13 -- CRANE PAD -- — J CWD 15
CWD-1I - DETAIL 15 -DETAIL 9 (TYP:) — DETAIL 15
DETAIL 15 CWD 14-
DETAIL
� \ \
DETAIL 15
mm�n»nm mmm�n»tm )ND) A
SILT FENCE\
DETAIL 1 (TYP.)
18" CMP CULVERT
. • . DETAIL 3 WATER AR
RIPRAP OUTLET PROTECTION DETAIL 4 (TY / -
_ - /
36" CMP CULVERT \
\ � DETAIL 3
R� P\OUTLET PROTECTIO _ —
\ -EXISTING FENCE ACROSS DETAIL 17\
• V �- --THE WIDTH OF THS=
RIGHT-OF-WAY
INSTALL ELECTRIC GATE
V LATS FOR ACCESS aaa �a��aaaaaaett �a«««aaaaaaaaaa«a
— 54
PIN 5987553075
\ 2ACK L. PALMER & l��J
N�PALMER _ _ —
DB. 1 9� PG. 6 —
- — — -EXISTING DRAINAGE DITCH
NOT SHOWNdN CONTOUR • •
DATA
\ �I ANY MARKETABLE TIMBE
re --�� o CLEARED BY THE CONTRACT
SHALL BE PLACED ON THE E
OF RIGHT-OF-WAY ATTH
OWNERS DISCRETION
\ _
/ -- - _
qw 7w
TIMBER
ONTRACTOR,
N THE EDGE / V � _ — / / \ L\
YAT THE � --
RETION
901
103
--
/ �INS287520542 1p /
\ ;
SURRY-YADKIN ELECTRIC MEfoYBER�IR-CORP. �
/ / i / / • • / J \ _ \ DB. 657, PG. 870
i
/EXISTIIVG FARM GATE /" �� �.. .. .. , . �j / / i
------ 1166
Illualormal , wag NOW.
IN
,.. .. , .
CWD 16
DETAIL 15 � � j i � \ �
E PAD
�r DEETTAIL 9 (TYP.) -�
\ \ - -- 1
worosa
EXISTING FENCE ACROSS THE \
WIDTH OF THE RIGHT-OF-WAY-
INSTALL
IGHT-OF-WAY INSTALL ELECTRIC GATE LATCH \ • • • l •
\ � \mac SILT FENCE
_ \ \
_ 1 V / 1 DETAIL 1 (TYP.) A
— —
OR, EXISTING FORD CROSSING
DGE 1 TO BE IMPROVED AS NECESSARY
E 42)---� \
SILT FENCE W/
ROCK OUTLET
/ — — DETA-llLI( Y .) — V A N.C. GRID (NAD 83)
a
H0 50 10 150 20
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•
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17
O
\ SIN -5287520542
\ SURRY-YADKIN ELECTRIC MEMBERS44IR-EORP.
\ DB. 657, PG. 870
to
Nu 'CULVERT 18"STR62-63
CWD 17
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FIRWARWO WIN
i
- -
18"CMP CULVERT
\ / DETAIL 3
RIPRAP OUTLET PROTEI TION .-63
18o V A
_ — • 1 DETAIL 17 \ \ \
_ �RANE PAD � ,..,
v I
� CWD 17
/ I
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SILT FENCE/ Lgg� A
SILT FENCE
_W/`\ DE( P.)
\ ROCK OUTLET
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— — �� ��
DETAIL 1 (TYP.- -- — — —
DETAIL 15 � •' ' �
Rig .

1/8" 11111111111111111111111111111111111111111
1.
ACCESS TO THE LINE CORRIDOR FOR CLEARING AND CONSTRUCTION WILL
Drainage between STR 32-33
S
GENERALLY BE VIA THE RIGHT-OF-WAY, AS PHYSICALLY POSSIBLE. ACCESS
37 LINEAR FEET
MAY ALSO BE OBTAINED VIA PUBLIC (DOT) AND/OR PRIVATE PROPERTY, WITH
1-36" CULVERT
PROPER EASEMENT RIGHTS. CONSTRUCTION ACTIVITIES SHALL AT ALL TIMES T
Drainage A between STR 35-36
BE CONFINED TO THE R/W LIMITS UNLESS AUTHORITY TO ENTER UPON SAID T
34 LINEAR FEET
PROPERTY HAS BEEN OBTAINED. MINIMAL GRADING IS INTENDED OR M
1-18" CULVERT
PROPOSED FOR ALL CONSTRUCTION ACCESS. ACCESS RIGHTS HAVE BEEN R
Intermittent Stream 1 STR 39-40
OBTAINED IN EACH OF THE AREAS SHOWN OUTSIDE OF THE R/W. G
58 LINEAR FEET
C
2.
BRUSH AND CLEARED VEGETATION DEBRIS FROM THE TRANSMISSION R/W S
Perennial Stream 4 STR 42-43
111
55 LINEAR FEET
1
4
8
12
16
20
24
28
32
36
40
GENERAL CLEARING AND CONSTRUCTION NOTES: S
1.
ACCESS TO THE LINE CORRIDOR FOR CLEARING AND CONSTRUCTION WILL
Drainage between STR 32-33
S
GENERALLY BE VIA THE RIGHT-OF-WAY, AS PHYSICALLY POSSIBLE. ACCESS
37 LINEAR FEET
MAY ALSO BE OBTAINED VIA PUBLIC (DOT) AND/OR PRIVATE PROPERTY, WITH
1-36" CULVERT
PROPER EASEMENT RIGHTS. CONSTRUCTION ACTIVITIES SHALL AT ALL TIMES T
Drainage A between STR 35-36
BE CONFINED TO THE R/W LIMITS UNLESS AUTHORITY TO ENTER UPON SAID T
34 LINEAR FEET
PROPERTY HAS BEEN OBTAINED. MINIMAL GRADING IS INTENDED OR M
1-18" CULVERT
PROPOSED FOR ALL CONSTRUCTION ACCESS. ACCESS RIGHTS HAVE BEEN R
Intermittent Stream 1 STR 39-40
OBTAINED IN EACH OF THE AREAS SHOWN OUTSIDE OF THE R/W. G
58 LINEAR FEET
C
2.
BRUSH AND CLEARED VEGETATION DEBRIS FROM THE TRANSMISSION R/W S
Perennial Stream 4 STR 42-43
CORRIDOR SHALL BE "CHIPPED" AND HAULED AWAY OR SPREAD UNIFORMLY T
55 LINEAR FEET
OVER THE R/W. DEBRIS FROM AREAS OUTSIDE OF THE R/W ON PRIVATE
1-18" CULVERT
PROPERTY MAY BE SPREAD ON THE GROUND IF PERMISSION HAS BEEN T
CONSTRUCTION
GRANTED BY PROPERTY OWNER.
F
3.
SITE DEVELOPMENT GRADING, CONSTRUCTION, AND BMP MEASURES SHALL
BE INSTALLED SO AS TO COMPLY WITH STATE AND LOCAL REGULATIONS. F
INSTALLED BMP MEASURES SHALL BE FIELD VERIFIED AS APPROPRIATE. T
S
4.
ALL UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE K
3
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES
5
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. CONFLICTS M
7
BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION SHALL BE C
9
REPORTED TO THE ENGINEER/PROJECT MANAGER IMMEDIATELY. S
5.
THE CONTRACTOR SHALL PROTECT ALL ADJACENT CURBS, TREES, T
13
PAVEMENT, UTILITIES, SIDEWALKS, ETC. DURING CONSTRUCTION. ALL
15
DAMAGE INCURRED TO SUCH FACILITIES OUTSIDE THE CONSTRUCTION AREA A
17
SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR. T
19
S
6.
THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
1
COMMENCEMENT OF WORK AND DURING CONSTRUCTION, AND SHALL NOTIFY
3
THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXIST BETWEEN THE B
5
CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS.
7
N
7.
TEMPORARY OR PERMANENT SEEDING FOR ALL DISTURBED AREAS WITH A V
GROUND SLOPE STEEPER THAN 3:1 (3 HORIZONTAL, 1 VERTICAL) SHALL BE F
2
PERFORMED WITHIN 7 CALENDAR DAYS FOLLOWING THE LAST
4
LAND -DISTURBING ACTIVITY. TEMPORARY OR PERMANENT GROUND COVER M
6
ON ALL OTHER DISTURBED AREAS SHALL BE PROVIDED WITHIN 14 CALENDAR G
8
DAYS FOLLOWING THE LAST LAND -DISTURBING ACTIVITY. SEE PROJECT S
10
MANUAL SPECIFICATION FOR ADDITIONAL DETAILS.
12
M
8.
PER NPDES PERMITTING REQUIREMENTS (GENERAL PERMIT NCG 010000), ALL R
1
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED
3
FOR PROPER OPERATION AND REPAIR AT LEAST ONCE EVERY 7 CALENDAR
5
DAYS. ALSO, ALL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS S
7
FOLLOWING ANY STORM EVENT GREATER THAN 0.50 INCHES (OF RAIN) WITHIN
9
A 24 HOUR PERIOD. DURING CONSTRUCTION, A WRITTEN RECORD OF DAILY LI
11
RAINFALL AMOUNTS SHALL BE RETAINED AND MADE AVAILABLE UPON O
13
REQUEST. IF NO RAINFALL OCCURS IN A DAY, A "ZERO" SHALL BE RECORDED
15
ON THE INSPECTION FORM. IT SHALL BE THE RESPONSIBILITY OF THE
17
CONTRACTOR TO PERFORM ANY/ALL NPDES INSPECTIONS FOR THE PROJECT
19
T
AREA.
21
G
9.
IN ADDITION, PER NC DEQ PERMITTING REQUIREMENTS, ALL EROSION AND 19
25
SEDIMENT CONTROL MEASURES MUST BE INSPECTED AFTER COMPLETION OF
EACH PHASE OF CONSTRUCTION ON THE PROJECT, TO MAKE SURE THE
APPROVED EROSION CONTROL PLAN IS BEING FOLLOWED. THESE P
INSPECTIONS ARE IN ADDITION TO NPDES INSPECTIONS, AND MUST BE KEPT G
ON FILE FOR NCDEQ REVIEW. 19
10.
CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT EACH LOCATION WHERE
CONSTRUCTION TRAFFIC WILL EXIT THE SITE ONTO PUBLIC ROADS OR M
OFF-SITE PAVED AREAS TO HELP PREVENT MUD TRACKING ONTO THE PAVED
ROAD. A GRAVELED ENTRANCE SHALL CONSIST OF 6 INCHES OF 2 TO 3 INCH M
(NOMINAL) BALLAST WASHED STONE AND SHALL BE A MINIMUM OF 50 FEET IN T
LENGTH. THE SURFACE OF THE GRAVELED ENTRANCE WILL BE PERIODICALLY B
CLEANED AND TOP -DRESSED AS NEEDED TO PREVENT OFF-SITE MUD AND U
SEDIMENT TRANSPORT. MATTING MAY ALSO BE UTILIZED AT ENTRANCES TO
PREVENT MUD TRACKING. M
A
10.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES TO O
HELP PREVENT EROSIVE CONDITIONS AND OFF-SITE SEDIMENTATION FROM T
DEVELOPING ON THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSTALL
ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE CONSTRUCTION
PLANS AND MAINTAIN THESE MEASURES THROUGHOUT PROJECT
CONSTRUCTION UNTIL SITE STABILIZATION HAS BEEN ACHIEVED. ADDITIONAL
MEASURES COULD BE NEEDED TO HELP PREVENT EROSIVE CONDITIONS.
SHOULD THIS SITUATION DEVELOP, THE CONTRACTOR SHALL CONTACT THE
PROJECT ENGINEER/PROJECT MANAGER IMMEDIATELY FOR ASSISTANCE.
11.
FAILURE TO INSTALL AND OPERATE, OR MAINTAIN ALL EROSION CONTROL
MEASURES MAY RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB
UNTIL SUCH MEASURES ARE CORRECTED TO REQUIRED STANDARDS.
12.
NO MECHANIZED EQUIPMENT USED FOR CLEARING IS PERMITTED INSIDE OF
PERENNIAL STREAM/VEGETATIVE BUFFERS (30 FT. EITHER SIDE OF TOP OF
STREAM BANK OR DELINEATED WETLAND BOUNDARY). ALL SUCH AREAS
SHALL BE HAND CLEARED/CUT.
13.
GRASSING SHALL BE TAILORED TO SITE SPECIFIC CONDITIONS, STEEPNESS
OF SLOPES, CLIMATE, LOCATION AND ELEVATION. SEEDING REQUIREMENTS
MAY CHANGE IN CERTAIN AREAS DUE TO SPECIAL REQUIREMENTS SUCH AS
LAWN AREAS OR PASTURES.
14.
ALL YARD FRONTAGES ALONG RIGHT-OF-WAY SHALL BE REPAIRED /
REDRESSED AFTER COMPLETION OF CONSTRUCTION.
15.
PERSON TO CONTACT SHOULD EROSION AND SEDIMENT CONTROL ISSUES
ARISE DURING LAND -DISTURBING ACTIVITY: TRAVIS BODE (336-401-3071).
16.
ALL SPOIL MATERIAL TO BE WASTED SHALL BE TRANSPORTED TO THE
WESTFIELD SUBSTATION SITE FOR STORAGE AND/OR PERMANENT
PLACEMENT. ADDITIONALLY, ANY OFF-SITE BORROW AND WASTE REQUIRED
FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION
CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A
FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
17.
THE CONTRACTOR SHALL TAKE ACTION AT ALL TIMES TO MINIMIZE THE
TRACKING OF MUD ONTO PAVED ROADWAYS FROM CONSTRUCTION AREAS,
AND THE GENERATION OF DUST. THE CONTRACTOR SHALL REMOVE SOIL/MUD
FROM PAVEMENT DAILY.
18.
THE CONTRACTOR SHALL AT ALL TIMES BE RESPECTFUL OF HOMEOWNERS
PROPERTY AND TRAFFIC FLOW PATTERNS.
19.
THE CONTRACTOR SHALL AT NO TIME ENTER UPON OR BEGIN CONSTRUCTION
ON A PARCEL WITHOUT HAVING PREVIOUSLY OBTAINED PROPER EASEMENT
OR CONSTRUCTION RIGHTS.
CONSTRUCTION SEQUENCE:
1.
OWNER SHALL OBTAIN RIGHT-OF-WAY AND CONSTRUCTION EASEMENTS FROM ALL
PROPERTY OWNERS ASSOCIATED WITH THE PROJECT. SHOULD EASEMENTS NOT BE
AVAILABLE PER THE START OF THE PROJECT, NO CONSTRUCTION WILL PROCEED ON
SUCH PARCELS UNTIL THE EASEMENT HAS BEEN OBTAINED. CONSULT OWNER FOR
STATUS OF EASEMENT ACQUISITION PRIOR TO BEGINNING WORK.
2.
PRIOR TO BEGINNING CONSTRUCTION, ALL PROPERTY OWNERS SHALL BE NOTIFIED OF
PLANNED AND/OR PROPOSED CONSTRUCTION ACTIVITIES BY OWNER.
3.
INSTALL CONSTRUCTION ENTRANCES AND SEDIMENT / EROSION CONTROL MEASURES
FOR R/W CLEARING ACTIVITIES.
4.
PERFORM CLEARING OF LINE CORRIDOR.
5.
INSTALL CLEAN WATER DIVERSION BERMS AND ALLOW TO STABILIZE.
6.
INSTALL SEDIMENT / EROSION CONTROL MEASURES FOR CONSTRUCTION OF THE
ACCESS AND TRANSMISSION LINE STRUCTURES.
7.
CONSTRUCT AND STABILIZE ACCESS.
8.
BUILD AND CONSTRUCT THE TRANSMISSION LINE.
9.
SMOOTH AND RESEED DAMAGED AREAS OF THE R/W FOR PERMANENT STABILIZATION.
STABILIZING AND RE -SEEDING EFFORTS SHALL AT NO TIME LAG ANY COMPLETED
PORTION OF THE PROJECT BY MORE THAN 7 DAYS.
10.
SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH
SIGNIFICANT RAIN EVENT (1/2" OR GREATER) AND MAINTAINED THROUGHOUT THE
PROJECT UNTIL SITE STABILIZATION HAS BEEN OBTAINED.
11.
STABILIZE THE SITE.
12.
REMOVE SEDIMENT AND EROSION CONTROL MEASURES FROM THE LINE CORRIDOR AND
THE STRUCTURE SITES.
1/4"
1
1-30" CULVERT
43 LINEAR FEET
Drainage between STR 32-33
1-24" CULVERT
37 LINEAR FEET
Ephemeral Stream 1 STR 34-35
1-36" CULVERT
46 LINEAR FEET
Drainage A between STR 35-36
1-18" CULVERT
34 LINEAR FEET
Drainage 8 between STR 35-36
1-18" CULVERT
34 LINEAR FEET
Intermittent Stream 1 STR 39-40
1-48" CULVERT
58 LINEAR FEET
Perennial Stream 5 STR 41-42
1-54" CULVERT
61 LINEAR FEET
Perennial Stream 4 STR 42-43
1-42" CULVERT
55 LINEAR FEET
Drainage between STRs 43-44
1-18" CULVERT
34 LINEAR FEET
CONSTRUCTION
ENTRANCE WITH CULVERT
50
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 21
EEDING AND STABILIZATION:
EEDING FOR PERMANENT STABILIZATION SHALL BE PERFORMED IN ALL AREAS
WHERE LAND DISTURBANCE HAS OCCURRED. IT SHOULD BE NOTED, HOWEVER,
HAT THE RIGHT-OF-WAY WILL NOT BE GRUBBED, BUT MECHANICALLY CLEARED
O GROUND LEVEL, LEAVING EXISTING ROOT MATS AND ORGANIC COVER
ATERIALS IN PLACE. AS A RESULT, IT IS NOT THE INTENT OF THE OWNER TO
E -SEED THE ENTIRE R/W, AS RE -GROWTH FROM EXISTING ROOT MATS IS
ENERALLY VERY PROLIFIC. PROPOSED SEEDING WILL BE LIMITED TO THE
ONSTRUCTION ENTRANCES, CRANE PADS, SMALL AREAS AROUND INDIVIDUAL
TRUCTURAL SITES, AND MISCELLANEOUS PORTIONS OF THE ACCESS ROADS
HAT MIGHT BE DISTURBED DURING THE CONSTRUCTION PROCESS.
YPICAL PERMANENT SEEDING GUIDELINES ARE AS FOLLOWS:
OR LOW MAINTENANCE AREAS:
EBRUARY THROUGH MID -APRIL
ALL FESCUE 100 LB/ACRE
ERICEA LESPEDEZA (SCARIFIED) 30 LB/ACRE
OBE LESPEDEZA 10 LB/ACRE
ID -APRIL THROUGH JULY
OMMON BERMUDA GRASS 20 LB/ACRE
ERICEA LESPEDEZA (SCARIFIED) 30 LB/ACRE
ALL FESCUE 60 LB/ACRE
UGUST THROUGH JANUARY
ALL FESCUE 100 LB/ACRE
ERICEA LESPEDEZA (UNSCARIFIED) 40 LB/ACRE
EXCEPTION TO THE ABOVE SEED MIXES; FESCUE AND LAW- MIX GRASSES WILL
E REQUIRED FOR LAWN AND LANDSCAPE AREAS.
URSE CROPS SHALL BE ADDED TO AID THE ESTABLISHMENT OF PERMANENT
EGETATION. TYPICAL APPLICATION GUIDELINES FOR NURSE CROPS ARE AS
OLLOWS:
AY THROUGH MID -AUGUST
ERMAN MILLET (OR) 10 LB/ACRE
UDANGRASS 15 LB/ACRE
ID -AUGUST THROUGH APRIL
YE (GRAIN) 120 LB/ACRE
OIL AMENDMENTS:
ME AND FERTILIZER WILL BE APPLIED TO ALL SEEDED AREAS. IN THE ABSENCE
F SPECIFIC RECOMMENDATIONS FROM SOIL TEST REPORTS, SOIL AMENDMENTS
WILL GENERALLY BE APPLIED AT THE FOLLOWING RATES:
EMPORARY SEEDING
ROUND AGRICULTURAL LIMESTONE 2000 LB/ACRE
-19-19 FERTILIZER 500 LB/ACRE
ERMANENT SEEDING - LOW MAINTENANCE AREAS
ROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE
-19-19 FERTILIZER 500 LB/ACRE
ULCH
ULCH SHALL TYPICALLY BE APPLIED TO ALL SEEDED AREAS OR, IF APPLICABLE,
O ALL COMPLETED AREAS REQUIRING PERMANENT SEEDING IN THE INTERIM
ETWEEN ALLOWABLE SEEDING PERIODS. IT SHALL GENERALLY BE DRY
NCHOPPED STRAW APPLIED AT 4000 LBS/ACRE.
ULCH MAY BE SPREAD BY HAND OR MULCH BLOWER AND WILL BE ANCHORED BY
MULCH ANCHORING TOOL OR EMULSIFIED ASPHALT APPLIED AT A TYPICAL RATE
F 20 GAL/1000 SQUARE FEET. MULCH MAY BE APPLIED BY HYDROMULCHING AT A
YPICAL RATE OF 2000 LB/ACRE OF WOOD CELLULOSE FIBER AND TACKIFIER.
SYNTHETIC FILTER FABRIC
STEEL POST -
1.33 LB./LINEAR FT. STEEL WITH
A MINIMUM LENGTH OF 5FT.
STEEL FENCE POST
3/8„ 1/2"
1 2 3 4 5 6 7 8 9 10 11 12
DESIGN CRITERIA
AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
PAD THICKNESS: 6" MINIMUM
PAD ENTRANCE WIDTH: 24' MINIMUM
PAD LENGTH: 50' MINIMUM
LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND
TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND
ENTRANCES AT CURVES IN PUBLIC ROADS. UNDERLAY STONE WITH FILTER FABRIC LINER.
A FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
THE FILTER FABRIC MAY BE MADE OF WOVEN OR NON -WOVEN MONOFILAMENT YARNS, AND SHOULD
MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A: THICKNESS: 20 - 60 MILS;
B: GRAB STRENGTH: 90 - 120 LB; and,
C: CONFORM TO ASTM D-1682 OR ASTM D-177.
Z
Q o,
0
ewe
o
FILTER FABRIC LINER
2-3" DIAMETER COARSE
AGGREGATE STONE 6" DEPTH MIN.
PERSPECTIVE VIEW
MAINTENANCE REQUIREMENTS:
INSPECT CONSTRUCTION ENTRANCES AFTER EACH RAINFALL AND MAINTAIN THE GRAVEL PADS IN A CONDITION SO
AS TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC CLEAN
UP AND TOPDRESSING WITH 2 -INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. CONSTRUCTION ENTRANCES SHALL BE REMOVED PER OWNER'S
REQUEST.
FLOW
8 FT. MAXI UM M STANDARD STRENGTH FABRIC WITH WIRE FENCE.
6 FT. MAXIMUM EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE.
18"-24" FABRIC HEIGHT
+ I
11I
B.,
z
COMPACTED BACKFILL OR
I I WASHED STONE
SILT FENCE CONSTRUCTION SPECIFICATIONS:
1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2. SILT FENCE DRAINAGE AREA OF 1/4 ACRE OR LESS PER 100 LF.
3. SILT FENCE WITH ROCK OUTLET SHALL BE APPLICABLE FOR DRAINAGE AREAS OF 1/2 ACRE OR LESS.
4. WIRE MESH REINFORCEMENT SHALL CONSIST OF 14 GAUGE WIRE X 6" SPACING.
5. SYNTHETIC FILTER FABRIC MIN. REQUIREMENTS:
A. TENSILE STRENGTH - 90 LBS
B. PERMITTIVITY - 0.05 SEC -1
C. APPARENT OPENING SIZE - 30 US STD. SIEVE
D. ULTRAVIOLET STABILITY - 70%
6. FILTER FABRIC SHALL BE FASTENED TO THE UP-SLOPE SIDE OF THE FENCE POSTS, SUPPORTED BY WIRE MESH.
EXTEND WIRE MESH TO THE BOTTOM OF THE TRENCH. WIRE OR PLASTIC TIES SHOULD BE USED TO SECURE THE
FABRIC AND WIRE MESH TO THE FENCE POSTS.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE NOTES:
1. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REPAIRS REQUIRED IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SILT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN (30% OF
THE HEIGHT OF THE SILT FENCE) AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEAN OUT.
4. ONCE THE DRAINAGE AREA HAS BECOME PERMANENTLY STABILIZED, ALL THE FENCE MATERIALS, AND ANY SEDIMENT
DEPOSITS, ARE TO BE REMOVED. THE DISTURBED AREA SHALL THEN BE GRADED SMOOTH AND PROPERLY SEEDED AND
MULCHED.
SILT FENCE
NOT TO SCALE
EDGE OF
PAVEMENT
GEOTEXTILE
FABRICS
SECTION VIEW
DESIGN CRITERIA
2-3" DIAMETER WASHED
STONE, 6" DEEP
8 2 3 4 5 6 7 9 10
CAP STONE BACKFILL WITH
SMALL STONE FOR
DRIVEABILTIY
3/4"IIIIIIIIIIII1 I I I I I 1"IIIIIIIIIIIIIIIII
1 2 3 4 5 6 1 2 3 4
FILTER FABRIC LINER -'
PLACE FILTER STONE AROUND
LINER FABRIC I I • I I_I I- RAP FILL WITH CLASS 1 RIP PIPE TO PREVENT CRUSHING
PLACE FILTER
STONE AROUND I f • CMP CULVERT
PIPE TO PREVENT CULVERTS 48" DIA. AND GREATER MUST
CRUSHING. BE BURIED 1 FT. (MIN.)
SINGLE CULVERT NOTE: IF DURING CONSTRUCTION, BEDROCK IS OBSERVED IN
THE STREAM CHANNEL, CONTRACTOR IS NOT TO INSTALL THE
CULVERT TO THE REQUIRED 1 FT. (MIN.) BURY DEPTH. INSTEAD,
CULVERT SHALL BE LAID ON GRADE IN THE STREAM CHANNEL
AND BACKFILLED WITH CLASS 1 RIP RAP, AS PER DETAIL 3.
SMALL W
STREAM FLOW
RAP STREAM FLOW
NOTES:
1. ROAD APPROACHES CROSSING 5:1 OR FLATTER.
2. PIPE TO EXTEND A MINIMUM DISTANCE OF V BEYOND
LIMITS OF RIP RAP FILL. PLAN VIEW
3. CLASS 'A' RIP RAP TO BE USED TO ARMOR BANKS.
4. CULVERT INSTALLATION MUST BE PERFORMED IN "DRY"
CONDITIONS. FLOWING STREAMS SHALL BE DAMMED
WITH WATER PUMPED AROUND CONSTRUCTION
UNTIL CULVERT INSTALLATION IS COMPLETE.
5. ALL CULVERTS SHOWN ARE TO BE CORRUGATED METAL
PIPING, UNLESS OTHERWISE NOTED ON PLANS.
�CULVERT INSTALLATION
II
PLACE FILTER STONE
AROUND 24" MIN. PIPE
TO PREVENT CRUSHING.
FILTER
CULVERT SCHEDULE
CAP STONE BACKFILL WITH
#57 STONE FOR DRIVEABILITY
CULVERT
SINGLE CULVERT BURIED
Ephemeral Stream 2 STR 31-32
1-30" CULVERT
43 LINEAR FEET
Drainage between STR 32-33
1-24" CULVERT
37 LINEAR FEET
Ephemeral Stream 1 STR 34-35
1-36" CULVERT
46 LINEAR FEET
Drainage A between STR 35-36
1-18" CULVERT
34 LINEAR FEET
Drainage 8 between STR 35-36
1-18" CULVERT
34 LINEAR FEET
Intermittent Stream 1 STR 39-40
1-48" CULVERT
58 LINEAR FEET
Perennial Stream 5 STR 41-42
1-54" CULVERT
61 LINEAR FEET
Perennial Stream 4 STR 42-43
1-42" CULVERT
55 LINEAR FEET
Drainage between STRs 43-44
1-18" CULVERT
34 LINEAR FEET
(ROCK BACKFILL ONLY) NOT TO SCALE
AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
AGGREGATE STONE 6" DEPTH MIN.
PAD THICKNESS: 6" MINIMUM
1/4
PAD ENTRANCE WIDTH: 24' MINIMUM
PERSPECTIVE VIEW
PAD LENGTH: 100' MINIMUM
1-30" CULVERT
LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND
TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND
MAINTENANCE RE Q
REQUIREMENTS:
ENTRANCES AT CURVES IN PUBLIC ROADS. UNDERLAY STONE WITH FILTER FABRIC LINER.
INSPECT CONSTRUCTION ENTRANCES AFTER EACH RAINFALL AND MAINTAIN THE GRAVEL PADS IN A CONDITION SO
A FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
AS TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC CLEAN
Drainage between STRs 53-54
UP AND TOPDRESSING WITH 2 -INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
THE FILTER FABRIC MAY BE MADE OF WOVEN OR NON -WOVEN MONOFILAMENT YARNS, AND SHOULD
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. CONSTRUCTION ENTRANCES SHALL BE REMOVED PER OWNER'S
MEET THE FOLLOWING MINIMUM REQUIREMENTS:
REQUEST.
A: THICKNESS: 20 - 60 MILS;
1-36" CULVERT
B: GRAB STRENGTH: 90 - 120 LB; and,
Drainage between STRs 62-63
C: CONFORM TO ASTM D-1682 OR ASTM D-177.
34 LINEAR FEET
CONSTRUCTION
ENTRANCE WITH CULVERT
NOT TO SCALE
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH FABRIC
NCDOT CLASS A RIP RAP
V-6" HIGH
4'
STEEL POST
(1.33 LB/LIN FT STEEL-4FT MIN
LENGTH)
DESIGN
TYPE
DRAINAGE AREA
(APPROX.)
WEIR LENGTH (L)
MIN.
1/4
1/2 ACRE
4.0 FT
9" MAX
(RECOMMENDED)
STORAGE HEIGHT
WITH ROCK OUTLET
18"
24"
PONDING HEIGHT
STEEL POST
36 in. ABOVE GRADE
(MAX.)
RUNOFF
# 57 WASHED
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
8"
�6" TYP.
FILL WITH
CLASS 1 RIP RAP
CULVERT SCHEDULE
Drainage between STRs 44-46
1-24" CULVERT
37 LINEAR FEET
Perennial Stream 3 STR 48-49
1-48" CULVERT
58 LINEAR FEET
Drainage between STRs 47-48
1-30" CULVERT
43 LINEAR FEET
Drainage between STRs 51-52
1-18" CULVERT
34 LINEAR FEET
Drainage between STRs 52-53
1-24" CULVERT
37 LINEAR FEET
Drainage between STRs 53-54
1-18" CULVERT
34 LINEAR FEET
Drainage between STRs 54-55
1-18" CULVERT
34 LINEAR FEET
Drainage between STRs 56-57
1-36" CULVERT
46 LINEAR FEET
Drainage between STRs 62-63
1-18" CULVERT
34 LINEAR FEET
4L4 � � G
15 FT 25 TO 60 FT
DOWNGRADE
STABILIZED OUTLET
ROLLING DIP
4 � 41C4
DOWNGRAD_
120°
10
g��o4
�G o• �°g
STABILIZED OUTLET
WATER BAR
2:1 SIDE SLOPES OR FLATTER. 3:1
MAX FOR VEHICLE CROSSING
SLOPE
18" MIN -III-III-I I 1-1 I I-
9"-iTi--
SECTION
NOTES:
1. FOR ACCESS ROAD SLOPES GREATER THAN 10% , GRAVEL AND INSTALL WATER BAR.
2. TO BE USED ON R/W AS CONDITIONS WARRANT, WHERE ONLY MINOR SURFACE
GRADING/GRAVELING IS REQUIRED FOR ACCESS CONSTRUCTION AND EXISTING R/W HAS A
GOOD VEGETATIVE BUFFER AT THE OUTLET OF THE WATER BAR.
3. FOR ALL PROPOSED ACCESS ROADS, WATER BARS HAVE BEEN SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN DRAWINGS ONLY IN AREAS WHERE THE SLOPE EXCEEDS
APPROXIMATELY 10%(±).HOWEVER WEATHER AND/OR ENVIRONMENTAL CONDITIONS MAY
REQUIRE THE INSTALLATION OF WATER BARS AND/OR WATER BARS WITH SEDIMENT PITS IN
AREAS WITH LESSER SLOPE. WHERE SUCH CONDITIONS OCCUR, WATER BARS SHALL BE
INSTALLED PER THE SPACING IN THE ABOVE TABLE.
ROLLING DIP AND WATER BAR
NOT TO SCALE
PROJECT MANAGER:
N. BASS
<5%
601111
fa
125
5 TO 10
100
10 TO 20
75
20 TO 35
50
>35
25
NOTES:
1. FOR ACCESS ROAD SLOPES GREATER THAN 10% , GRAVEL AND INSTALL WATER BAR.
2. TO BE USED ON R/W AS CONDITIONS WARRANT, WHERE ONLY MINOR SURFACE
GRADING/GRAVELING IS REQUIRED FOR ACCESS CONSTRUCTION AND EXISTING R/W HAS A
GOOD VEGETATIVE BUFFER AT THE OUTLET OF THE WATER BAR.
3. FOR ALL PROPOSED ACCESS ROADS, WATER BARS HAVE BEEN SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN DRAWINGS ONLY IN AREAS WHERE THE SLOPE EXCEEDS
APPROXIMATELY 10%(±).HOWEVER WEATHER AND/OR ENVIRONMENTAL CONDITIONS MAY
REQUIRE THE INSTALLATION OF WATER BARS AND/OR WATER BARS WITH SEDIMENT PITS IN
AREAS WITH LESSER SLOPE. WHERE SUCH CONDITIONS OCCUR, WATER BARS SHALL BE
INSTALLED PER THE SPACING IN THE ABOVE TABLE.
ROLLING DIP AND WATER BAR
NOT TO SCALE
PROJECT MANAGER:
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
DESIGNER:
C. MULLINS
DRAFTER:
C. MULLINS
DATE:
10/19/2018
SCALE:
NTS
CHECKED BY:
ELEC. APPROVAL:
30
CIVIL APPROVAL:
PROJECT DESIGNED FOR:
SURRY-YADKIN ELECTRIC
MEMBERSHIP CORPORATION
PROJECT:
WESTFIELD - DOUBLE CREEK
100kV TRANSMISSION LINE
'TI TLE:
NOTES AND DETAILS 1
PUN
ENGINEERING
PIKE ENGINEERING, LLC.
123 North white Street
Fort Mill, S.C. 29715
North Carolina COA No. C-0379
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF PIKE ENGINEERING, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF PIKE ENGINEERING, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE & NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
L
SEAL
,1111111►/j/,
` C
0�(`�oRp��2
_-:,q F y
-
=_ �k ; r 1853;' �
N
1110
ti ••.1.. •• •GJ`�
fIlF#01//1/1111
0
PROJECT NUMBER
16914-000
DRAWING I SEQ REV.
No.
EC 12 6
10 100 200
1 4 8 12 16 20 24 28 32 36 40 44 48 1 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96
20
30
50
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2
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4
5
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2
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5
6
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9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
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25

FIBERGLASS/COMPOSITE/TIMBER (OR GRAVEL) MATS
A
LANDSCAPE ARCHITECT:
TOP OF BANK
DESIGNER:
LIMITS OF EXCAVATION
SILT FENCE, TYP.
C. MULLINS
DATE:
10/19/2018
SCALE:
111111111111111111111111111111111111111111111
4
8
12
16
20
24
28
32
36
40
FIBERGLASS/COMPOSITE/TIMBER (OR GRAVEL) MATS
BRIDGE PANELS TO BE SUPPORTED ON
SUBGRADE
APPROX. (L) VARIES APPROX.
Y4 L y L r
SUPPORTED SUPPORTED
BRIDGE PANELS
STREAM
TIMBER SUPPORT
INSTALL GRAVEL OR FIBERGLASS/COMPOSITE/TIMBER MATS FOR APPROACH
GENERAL BRIDGE NOTES:
1. BRIDGE STRUCTURE SHALL BE CONSTRUCTED AT OR ABOVE BANK ELEVATION TO PREVENT THE ENTRAPMENT OF FLOATING MATERIALS AND DEBRIS.
2. ABUTMENTS SHALL BE PLACED PARALLEL TO AND ON STABLE BANKS. FIBERGLASS/COMPOSITE MATS SHALL BE UTILIZED FOR THE BRIDGE ABUTMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING BRIDGE ABUTMENTS.
3. BRIDGE SPANS SHALL BE CONSTRUCTED TO SPAN THE ENTIRE CHANNEL.
4. WITH REMOVAL OF THE BRIDGE, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED FOR STABILIZATION IMMEDIATELY.
5. AS BEST AS POSSIBLE, ALL BRIDGES SHALL BE INSTALLED PERPENDICULAR TO STREAM CHANNELS.
NOTE: TO BE USED FOR CROSSING STREAMS THAT CANNOT BE CROSSED VIA MATS
NOT TO SCALE
FENCE POST (TYPICAL)
4"X4" TREATED LUMBER
OR
3"+/- ROUND, TREATED
FENCE POST
(MIN.T EMBEDMENT -EARTH)
/ W 6" MIN.
GROUND
(MIN 3' EMBEDMENT -EARTH) ° CLEARANCE
(MIN 3' EMBEDMENT IN CONCRETE) • °
3/8" 1/2"
1 2 3 4 5 6 7 8 9 10 11 12
SUPPORT FENCE POST
MIN. 4"X4" TREATED LUMBER
BRACE
--'4"X4" TREATED LUMBER
SI�FS Fpl�<
c`q?FJ
GATE POST
MIN 12"X12" TREATED TIMBER
TWO HINGES
(INSTALL TOP ONE DOWN,
BOTTOM ONE UP)
GATE SHOULD BE INSTALLED
AS DIRECTED BY ENGINEER (GATE
SHOULD OPEN "IN", WHERE POSSIBLE)
MIN 3' EMBEDMENT IN CONCRETE -
(3,000 PSI - 28 DAY MIN.)
TYPICAL PIPE FARM GATE
i v / NOT TO SCALE
STANDARD TWO 4'x 10' TUBULAR STEEL FARM GATES
EXISTING GRADE
ROAD SURFACE SLOPED FOR DRAINAGE
LINE STRUCTURE \ GRAVEL WITH 4 z" (MIN. COMPACTED
THICKNESS) OF 2-3" SURGE STONE
SILT FENCE
TRANSMISSION LINE
STRUCTURE
CRANE PAD
NOT TO SCALE
TRENCH
PUMP HOSE
FILTER BAG TO REMOVE
SOLID SEDIMENTS
DISCHARGE
C �.�
i..........
�
AGGREGATE PAD
PUMP PUMP MUST DISCHARGE TO
A STABILIZED OUTLET
WATER COLLECTION
13 PUMPING UMPING WATER COLLECTION -
NOT
NOTE: THIS DETAIL IS INTENDED TO BE USED ANY TIME TRAPPED WATER IS PUMPED FROM THE EXCAVATED
TRENCH OR WORK AREA.
2' 6' 6' 2'
NOTE: \
ALL ACCESS ROADS SHALL BE DESIGNED AND LOCATED TO
MINIMIZE GROUND DISTURBANCE AND TO AVOID EXCESSIVE
CUTTING AND FILLING.
TYPICAL GRAVEL ACCESS ROUTE
J6 i J NOT TO SCALE
3/4" 1 111111111111"
1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 1 2 3 4
BRACE
4"X4" TREATED LUMBER
SUPPORT/
\ .FENCE POST
BARB WIRE
CROSSED AND
• WRAPPED AROUND
BRACE AND POSTS
(GALVANIZED OR ALUMINUM
COATED STEEL, 2 -STRANDED,
2-1/2 TO 15-1/2 GAGE STEEL,
• ° 4 -POINT BARBS - ASTM A121)
I II
24" (MIN.)
MAX. SLOPE 2:1
RIGHT-OF-WAY CHIPPING AND
MULCHING TO BE SPREAD AS BERM TO
HELP PREVENT ANY RUN-OFF.
(TYPICAL LOW SIDE OF ROUTE ACCESS)
CONSTRUCTION SEQUENCE FOR CULVERT INSTALLATION
1. CONTRACTOR SHALL MAINTAIN COPIES OF ALL PERMITS ON SITE AT ALL TIMES AND SHALL COMPLY WITH ALL PERMIT
REQUIREMENTS.
2. CULVERT INSTALLATION SHALL BE COMPLETED IN "DRY" CONDITIONS.
3. CLEAR AND GRUB LIMITS OF EXCAVATION. DO NOT CLEAR ANY MORE THAN THE MINIMUM NEEDED FOR CULVERT
INSTALLATION.
4. INSTALL STREAM BED PERIMETER FENCING.
5. INSTALL UPSTREAM SAND BAGS AND POLYETHYLENE COVER.
6. EXCAVATE SUMP UPSTREAM OF SAND BAGS. PLACE #57 WASHED STONE IN SUMP.
7. EXCESS MATERIAL SHALL BE STOCKPILED ON SITE AND PROPER EROSION CONTROL MEASURES SHALL BE INSTALLED.
8. INSTALL DOWNSTREAM SANDBAGS AND POLYETHYLENE COVER.
9. INSTALL ROCK CHECK DAM AS SHOWN DOWNSTREAM OF DOWNSTREAM SAND BAGS.
10. INSTALL SUMP PUMP AND DISCHARGE HOSE. OPERATE AS REQUIRED DURING FLOW EVENTS.
11. EXCAVATE REMAINDER OF TRENCH. INSTALL NEW CULVERT AS SHOWN IN THE PLANS. ENSURE CULVERT BEDDING IS DRY
AND DOES NOT "PUMP".
12. BACKFILLTRENCH IN ACCORDANCE WITH PROJECT SPECIFICATIONS. COMPACT BACKFILL IN LIFTS.
13. REMOVE SANDBAGS AND POLYETHYLENE COVER.
14. REMOVE SUMP STONE AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE REGULATIONS.
15. STABILIZE EXCAVATION USING PERMANENT VEGETATIVE COVER. CONSTRUCT ACCESS ROAD OVER CULVERT.
16. AFTER STABILIZATION IS COMPLETE, REMOVE PERIMETER SILT FENCING. PUMP
FLOW
EX.
STREAM
BED
STREAM FLOW
1 10' MIN.
SUMP PIT 24" MIN.
SECTION A -A
A
LANDSCAPE ARCHITECT:
TOP OF BANK
DESIGNER:
LIMITS OF EXCAVATION
SILT FENCE, TYP.
C. MULLINS
DATE:
10/19/2018
SCALE:
NTS
CHECKED BY:
ELEC. APPROVAL:
CIVIL APPROVAL:
1/4"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 21
BRIDGE PANELS TO BE SUPPORTED ON
SUBGRADE
APPROX. (L) VARIES APPROX.
Y4 L y L r
SUPPORTED SUPPORTED
BRIDGE PANELS
STREAM
TIMBER SUPPORT
INSTALL GRAVEL OR FIBERGLASS/COMPOSITE/TIMBER MATS FOR APPROACH
GENERAL BRIDGE NOTES:
1. BRIDGE STRUCTURE SHALL BE CONSTRUCTED AT OR ABOVE BANK ELEVATION TO PREVENT THE ENTRAPMENT OF FLOATING MATERIALS AND DEBRIS.
2. ABUTMENTS SHALL BE PLACED PARALLEL TO AND ON STABLE BANKS. FIBERGLASS/COMPOSITE MATS SHALL BE UTILIZED FOR THE BRIDGE ABUTMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING BRIDGE ABUTMENTS.
3. BRIDGE SPANS SHALL BE CONSTRUCTED TO SPAN THE ENTIRE CHANNEL.
4. WITH REMOVAL OF THE BRIDGE, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED FOR STABILIZATION IMMEDIATELY.
5. AS BEST AS POSSIBLE, ALL BRIDGES SHALL BE INSTALLED PERPENDICULAR TO STREAM CHANNELS.
NOTE: TO BE USED FOR CROSSING STREAMS THAT CANNOT BE CROSSED VIA MATS
NOT TO SCALE
FENCE POST (TYPICAL)
4"X4" TREATED LUMBER
OR
3"+/- ROUND, TREATED
FENCE POST
(MIN.T EMBEDMENT -EARTH)
/ W 6" MIN.
GROUND
(MIN 3' EMBEDMENT -EARTH) ° CLEARANCE
(MIN 3' EMBEDMENT IN CONCRETE) • °
3/8" 1/2"
1 2 3 4 5 6 7 8 9 10 11 12
SUPPORT FENCE POST
MIN. 4"X4" TREATED LUMBER
BRACE
--'4"X4" TREATED LUMBER
SI�FS Fpl�<
c`q?FJ
GATE POST
MIN 12"X12" TREATED TIMBER
TWO HINGES
(INSTALL TOP ONE DOWN,
BOTTOM ONE UP)
GATE SHOULD BE INSTALLED
AS DIRECTED BY ENGINEER (GATE
SHOULD OPEN "IN", WHERE POSSIBLE)
MIN 3' EMBEDMENT IN CONCRETE -
(3,000 PSI - 28 DAY MIN.)
TYPICAL PIPE FARM GATE
i v / NOT TO SCALE
STANDARD TWO 4'x 10' TUBULAR STEEL FARM GATES
EXISTING GRADE
ROAD SURFACE SLOPED FOR DRAINAGE
LINE STRUCTURE \ GRAVEL WITH 4 z" (MIN. COMPACTED
THICKNESS) OF 2-3" SURGE STONE
SILT FENCE
TRANSMISSION LINE
STRUCTURE
CRANE PAD
NOT TO SCALE
TRENCH
PUMP HOSE
FILTER BAG TO REMOVE
SOLID SEDIMENTS
DISCHARGE
C �.�
i..........
�
AGGREGATE PAD
PUMP PUMP MUST DISCHARGE TO
A STABILIZED OUTLET
WATER COLLECTION
13 PUMPING UMPING WATER COLLECTION -
NOT
NOTE: THIS DETAIL IS INTENDED TO BE USED ANY TIME TRAPPED WATER IS PUMPED FROM THE EXCAVATED
TRENCH OR WORK AREA.
2' 6' 6' 2'
NOTE: \
ALL ACCESS ROADS SHALL BE DESIGNED AND LOCATED TO
MINIMIZE GROUND DISTURBANCE AND TO AVOID EXCESSIVE
CUTTING AND FILLING.
TYPICAL GRAVEL ACCESS ROUTE
J6 i J NOT TO SCALE
3/4" 1 111111111111"
1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 1 2 3 4
BRACE
4"X4" TREATED LUMBER
SUPPORT/
\ .FENCE POST
BARB WIRE
CROSSED AND
• WRAPPED AROUND
BRACE AND POSTS
(GALVANIZED OR ALUMINUM
COATED STEEL, 2 -STRANDED,
2-1/2 TO 15-1/2 GAGE STEEL,
• ° 4 -POINT BARBS - ASTM A121)
I II
24" (MIN.)
MAX. SLOPE 2:1
RIGHT-OF-WAY CHIPPING AND
MULCHING TO BE SPREAD AS BERM TO
HELP PREVENT ANY RUN-OFF.
(TYPICAL LOW SIDE OF ROUTE ACCESS)
CONSTRUCTION SEQUENCE FOR CULVERT INSTALLATION
1. CONTRACTOR SHALL MAINTAIN COPIES OF ALL PERMITS ON SITE AT ALL TIMES AND SHALL COMPLY WITH ALL PERMIT
REQUIREMENTS.
2. CULVERT INSTALLATION SHALL BE COMPLETED IN "DRY" CONDITIONS.
3. CLEAR AND GRUB LIMITS OF EXCAVATION. DO NOT CLEAR ANY MORE THAN THE MINIMUM NEEDED FOR CULVERT
INSTALLATION.
4. INSTALL STREAM BED PERIMETER FENCING.
5. INSTALL UPSTREAM SAND BAGS AND POLYETHYLENE COVER.
6. EXCAVATE SUMP UPSTREAM OF SAND BAGS. PLACE #57 WASHED STONE IN SUMP.
7. EXCESS MATERIAL SHALL BE STOCKPILED ON SITE AND PROPER EROSION CONTROL MEASURES SHALL BE INSTALLED.
8. INSTALL DOWNSTREAM SANDBAGS AND POLYETHYLENE COVER.
9. INSTALL ROCK CHECK DAM AS SHOWN DOWNSTREAM OF DOWNSTREAM SAND BAGS.
10. INSTALL SUMP PUMP AND DISCHARGE HOSE. OPERATE AS REQUIRED DURING FLOW EVENTS.
11. EXCAVATE REMAINDER OF TRENCH. INSTALL NEW CULVERT AS SHOWN IN THE PLANS. ENSURE CULVERT BEDDING IS DRY
AND DOES NOT "PUMP".
12. BACKFILLTRENCH IN ACCORDANCE WITH PROJECT SPECIFICATIONS. COMPACT BACKFILL IN LIFTS.
13. REMOVE SANDBAGS AND POLYETHYLENE COVER.
14. REMOVE SUMP STONE AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE REGULATIONS.
15. STABILIZE EXCAVATION USING PERMANENT VEGETATIVE COVER. CONSTRUCT ACCESS ROAD OVER CULVERT.
16. AFTER STABILIZATION IS COMPLETE, REMOVE PERIMETER SILT FENCING. PUMP
FLOW
EX.
STREAM
BED
STREAM FLOW
1 10' MIN.
SUMP PIT 24" MIN.
SECTION A -A
SPOIL PILE
SAND BAGS TO
DAM STREAM FLOW
COVERED IN 10 MIL
POLY ETHYLENE i
SAND BAGS TO
DAM STREAM FLOW
COVERED IN 10 MIL
POLY ETHYLENE
SPOIL PILE
JA WIRE BACK
SILT FENCE
PROPOSED
CULVERT
WIRE BACK
SILT FENCE
0000
0°0°
PLAN VIEW
POTABLE SUMP PUMP
MIN. CAPACITY 1,000 GPM
HOS
FILTERING - SEE
DETAIL 13
LIMITS OF
EXCAVATION
10 MIL POLYETHYLENE
SAND BAGS
SAND BAG BALLAST
TOP OF BANK
I PROPOSED CULVERT
NCDOT #57 WASHED STONE
LIVE STREAM CULVERT INSTALLATION
J6 -gr- / NOT TO SCALE
PROJECT MANAGER:
A
LANDSCAPE ARCHITECT:
TOP OF BANK
DESIGNER:
LIMITS OF EXCAVATION
SILT FENCE, TYP.
C. MULLINS
SPOIL PILE
SAND BAGS TO
DAM STREAM FLOW
COVERED IN 10 MIL
POLY ETHYLENE i
SAND BAGS TO
DAM STREAM FLOW
COVERED IN 10 MIL
POLY ETHYLENE
SPOIL PILE
JA WIRE BACK
SILT FENCE
PROPOSED
CULVERT
WIRE BACK
SILT FENCE
0000
0°0°
PLAN VIEW
POTABLE SUMP PUMP
MIN. CAPACITY 1,000 GPM
HOS
FILTERING - SEE
DETAIL 13
LIMITS OF
EXCAVATION
10 MIL POLYETHYLENE
SAND BAGS
SAND BAG BALLAST
TOP OF BANK
I PROPOSED CULVERT
NCDOT #57 WASHED STONE
LIVE STREAM CULVERT INSTALLATION
J6 -gr- / NOT TO SCALE
PROJECT MANAGER:
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
DESIGNER:
C. MULLINS
DRAFTER:
C. MULLINS
DATE:
10/19/2018
SCALE:
NTS
CHECKED BY:
ELEC. APPROVAL:
CIVIL APPROVAL:
PROJECT DESIGNED FOR:
SURRY-YADKIN ELECTRIC
MEMBERSHIP CORPORATION
PROJECT:
WESTFIELD - DOUBLE CREEK
100kV TRANSMISSION LINE
'TI TLE:
NOTES AND DETAILS 2
=PIKE
ENGINEERING
PIKE ENGINEERING, LLC.
123 North white Street
Fort Mill, S.C. 29715
North Carolina COA No. C-0379
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF PIKE ENGINEERING, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF PIKE ENGINEERING, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE & NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
L
SEAL
,tttttt�t►�����
A
-
=_ �k ; 1853
N
0000101tt0
PROJECT NUMBER
16914-000
DRAWING I SEQ REV.
No.
EC 13 6
10 30 50 100 200
1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 4 8 12 16 20 24 28 32 36 40 44 48 1 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96
20
1
2
3
4
5

11111111111111111111111111111111111111111
1/8" 1/4„ 1 111
3/8" 1/2" 1 111111111113/4" 1 111111111111"
1 4 8 12 16 20 24 28 32 36 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 1 2 3 4
F /
OF
SHAPE AND COMPACT '?
2:1 MAX BORROW INTO BERM
SLOPES
(TYP) /
12" MIN.
LINER OBTAIN BORROW
DEPTH FROM EXISTING GRADE
12" MIN.
DEPTH
18" MIN. /
HEIGHT_
INSTALL CHECK DAM WITH
EVERY 2 FEET OF
ELEVATION CHANGE IN
EXISTING GRADE AREAS WHERE MAX
VELOCITY EXCEEDS 5 FPS
712"MIN.
WIDTH
NOTE:
BERM IS TO BE COMPACTED AND
STABILIZED WITH SEED & MULCH IMMEDIATELY
r.,r_`�CL�EAnNWATER DIVERSION
J6 ftd / NOT TO SCALE
W:
NOTE:
ALL RIP -RAP FOR CWD PADS TO
BE NCDOT CLASS 1
INSTALL RIPRAP OUTLET PROTECTION
SEE CLEAN WATER CWD CHANNEL
DIVERSION LINER TABLE
FOR TYPE OF LINER OR
APPROVED EQUAL
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
24" STH 52-53 (4.75 FPS)
24" STR 32-33 (3.09 FPS)
24" STR 44-46 (2.94 FPS,
18" STR 62-63 (3.15 FPS)
18" STR 43-44 (2.93 FPS)
18"A STR 35-36 (2.50 FPS)
18"B STR 35-36 (2.41 FPS)
30" STR 47-48 (;
+. L)
CULVERT DETAILS
W1=I3do 12"
1
I --
La
111, 111„111,-1 I , r
Id
-46
SECTION AA
FILTER BLANKET
La (ft)
W1 (ft)
W2 (ft)
D (in)
ALL CLEAN
2
ERONET-S150
5.50
3
WATER
4.00
3.00
5.00
18
DIVERSIONS
rf
4.5
6
ERONET-575
INSTALL RIPRAP OUTLET PROTECTION
SEE CLEAN WATER CWD CHANNEL
DIVERSION LINER TABLE
FOR TYPE OF LINER OR
APPROVED EQUAL
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
24" STH 52-53 (4.75 FPS)
24" STR 32-33 (3.09 FPS)
24" STR 44-46 (2.94 FPS,
18" STR 62-63 (3.15 FPS)
18" STR 43-44 (2.93 FPS)
18"A STR 35-36 (2.50 FPS)
18"B STR 35-36 (2.41 FPS)
30" STR 47-48 (;
+. L)
CULVERT DETAILS
W1=I3do 12"
1
I --
La
111, 111„111,-1 I , r
Id
-46
SECTION AA
FILTER BLANKET
0" S' 10' is,
DIAMETER (Ek.)
17
RIPRAP OUTLE�TP ROTECTION
/ IVU I I U S>LAU-
CLEAN WATER DIVERSION LINER
DIVERSION #
M
MAX.
VELOCITY
(FPS)
Ms11117
ERONET-SC150
7.62
2
ERONET-S150
5.50
3
ERONET-S150
5.57
4
ERONET-575
4.14
5
rf
4.5
6
ERONET-575
4.88
7
ERONET-S150
llT■►
8
1ggR�,�>•Jr71r>t
6.45
9
ERONET-SC150
6.18
10
ERONET-5150
5.27
11
ERONET-SC150
7.19
12
m
3.37
13
ERONET-575
IF
14
ILS] R�
2.75
15
ERONET-575
I �ti)f]rQRT� �0
16
ERONET-S75
4.79
17
ERONET-S75
2.62
18
MLMLIL
6.24
aZ� �Alllllllll� a ELELMLlALAmmm
��'!rl0'J71
�7mr
•m*��rr�wao�ra�sr� ,
�Iroa1�l.
�srn�.vr;in>ar� NJIL-
a
MEN
EEMM'>s
AN -
0" S' 10' is,
DIAMETER (Ek.)
17
RIPRAP OUTLE�TP ROTECTION
/ IVU I I U S>LAU-
CLEAN WATER DIVERSION LINER
DIVERSION #
PRODUCT OR
APPROVED
EQUAL
MAX.
VELOCITY
(FPS)
1
ERONET-SC150
7.62
2
ERONET-S150
5.50
3
ERONET-S150
5.57
4
ERONET-575
4.14
5
ERONET-S75
4.5
6
ERONET-575
4.88
7
ERONET-S150
5.35
8
ERONET-SC150
6.45
9
ERONET-SC150
6.18
10
ERONET-5150
5.27
11
ERONET-SC150
7.19
12
ERONET-S75
3.37
13
ERONET-575
3.85
14
ERONET-S75
2.75
15
ERONET-575
2.75
16
ERONET-S75
4.79
17
ERONET-S75
2.62
18
ERONET-SC150
6.24
CULVERT #
La (ft)
W1 (ft)
W2 (ft)
D (in)
24" STR 32-33
8.00
6.00
10.00
18
18"A STR 35-36
6.00
4.50
7.50
18
18"B STR 35-36
6.00
4.50
7.50
18
18" STR 43-44
6.00
4.50
7.50
18
24" STR 44-46
8.00
6.00
10.00
18
30" STR 47-48
10.00
7.50
12.50
18
24" STR 52-53
8.00
6.00
10.00
18
36" STR 56-57
18.00
9.00
21.00
18
18" STR 62-63
6.00
4.50
7.50
18
10 20 11111111130
1
1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
1
2
3
4 5
s" A
CLASS'B'
RIP -RAP A
SECTION VIEW LOOKING UPSTREAM
NOTE:
KEY STONE INTO THE DITCH BANKS
AND EXTEND IT BEYOND THE ABUTMENTS
A MINIMUM OF 18" TO PREVENT OVER
FLOW AROUND DAM.
SECTION A - A
'L'= THE DISTANCE BETWEEN EQUAL ELEVATIONS AT POINTS A & B
SPACING BETWEEN CHECK DAMS
CHECK DAM
i V J NOT TO SCALE
50
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
DESIGNER:
C. MULLINS
DRAFTER:
C. MULLINS
DATE:
10/19/2018
SCALE:
NTS
CHECKED BY:
1 4
8
12
16
20
24
28
32
36
40
44 48
4 8
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
POINTE'
100
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
DESIGNER:
C. MULLINS
DRAFTER:
C. MULLINS
DATE:
10/19/2018
SCALE:
NTS
CHECKED BY:
1 4
8
12
16
20
24
28
32
36
40
44 48
PROJECT MANAGER:
N. BASS
LANDSCAPE ARCHITECT:
N. BASS
DESIGNER:
C. MULLINS
DRAFTER:
C. MULLINS
DATE:
10/19/2018
SCALE:
NTS
CHECKED BY:
ELEC. APPROVAL:
CIVIL APPROVAL:
PROJECT DESIGNED FOR:
SURRY-YADKIN ELECTRIC
MEMBERSHIP CORPORATIO
PROJECT:
WESTFIELD - DOUBLE CREEK
100kV TRANSMISSION LINE
STI TLE:
NOTES AND DETAILS 3
=PIKE
ENGINEERING
PIKE ENGINEERING, LLC.
123 North white Street
Fort Mill, S.C. 29715
North Carolina COA No. C-0379
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF PIKE ENGINEERING, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF PIKE ENGINEERING, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE &NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
SEAL
-11110III/I
A
-
=_ �k ; 1853; -
--1,11,11.1
PROJECT NUMBER
16914-000
DRAWING I SEQ REV.
No.
EC 14 6
200 1111111111111111111111111111111111111
1111111111111111111111111111111111111111111111111111111111111
1
4 8
12
16
20
24
28
32
36
40
44
48
52
56
60
64
68
72
76
80
84
88
92 96