20160758 Ver 1_More Info Received_20161006

MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
MACON COUNTY, NORTH CAROLINA
OCTOBER 2016
FPDe{{'n11 Ih59
i
s
•n Ih3.
ICI^.S!AVp-
LITTLE TENNESSEE RIVER
VICINITY MAP (N.T.S.)
CONTACT INFORMATION
OWNER: DUKE ENERGY CAROLINAS, LLC ENGINEERING FIRM: HDR ENGINEERING, INC. OF THE CAROLINAS
526 SOUTH CHURCH STREET
440 SOUTH CHURCH STREET, SUITE 1000
CHARLOTTE, NC 28202
CHARLOTTE, NC 28202
N.C.B.E.L.S. License Number F-0116
CONTACT: WILL METCALFE, PWS
PHONE: [phone]
CONTACT: ROBERT BAYSDEN, PE
PHONE: [phone]
PROJECT SI
Sunccer;e,
OCT - 6 2016
Water Othlity Regional Operations
cxtice
OOG-01 COVER SHEET
OOG-02 OVERVIEW PLAN, LEGEND AND NOTES
OOC-01 CULVERT PLAN
OOC-02 CULVERT PROFILE & CROSS SECTION
OOC-03 EROSION & SEDIMENT CONTROL
OOC-04 DRAINAGE AREA
DOD -01 CIVIL DETAILS — SHEET 1
OOD-02 CIVIL DETAILS — SHEET 2
OOD-03 CIVIL DETAILS — SHEET 3
ODD -04 CULVERT DETAILS 1
OOD-05 CULVERT DETAILS 2
OOD-06 CULVERT DETAILS 3
SPECIFICATIONS
1) UTILIZE THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL AND
SPECIFICATIONS FOR EROSION CONTROL AND STABILIZATION.
2) UTILIZE NCDOT SPECIFICATION SECTIONS 300, 310 AND 1032-2 FOR
CORRUGATED ALUMINUM ALLOY CULVERT PIPE.
3 lVUKE
- 1 06/30/2016 253 CONSTRUCTION DOCUMENTS
2 07/26/2016 1007 PERMIT DOCUMENTS
,�gp•,r`rT��l/l� 5 DATE 016 DESCRIPTION CONSTRUCTION

µ 5 d
HDR ENGINEERING, INC
OF THE CAROLINAS
940 S CHURCH ST STE 1000
CHARLOTTE, NC 20202
p04L 338-6700
N. C.B. E. L.S. Urmuu, Number F-0116
PROJECTMANAGER BIeeMAiMeRPE
DESIGN BY
N
L_ LITTLE TENNESSEE RIVER
DESIGN BY
I
5
102016
ISSUED FOR CONSTRUCTION
DRAWNBY
R. HEALAN
1
07/26116
100% PERMIT DOCUMENTS
/
3
04272016
DRAINAGE IMPROVEMENTS
XS -3813
2
OVOI2016
CCR WELL LOCATION
.._BFE= 2072
1
IZQW201S
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
1003282
r
\\\ s
54l�Ni'
45ap
%\\p'\
Obwpt///69uA0/I
Q2"20
oo Ol0 \\ �iOyj YF,S
Y
//
BCB?d� M1i
O
3^vd0 DA
pN� i
%n1y s off
100
_ iN5000pp9
I
A N1
3
M1
_
>..1Wi1',
/
A000},0v0d2510%yp0
P`vkNCb Odpyd
:vd0 Oc
i
\
13tl �_�
:%30NIONp
e0054 p4L
0010
} l 0°` 1.
tiNS i�
�1,A
�i
00£000 moi' .003
i'
ytl.00�d 25
\
:�
tl50006 0`0�2;5�
Bdp
od39fi996t5
Ly1i05
SOAG�!//
2 �yJNti3._
p9�L4
�� sb L091,
Y
N
1.hd 9M� J3o
t Od �� '�p"'INNs 1N3W�i
^`2h�.
... r UHt. 10.
\ 3
6v 4F00 FVdM+eA
\\A q
\\ OVOOyOI\ +00
\
044 Bp064 A
5d
4501 tlp9N0 to
09
l0 .245 L
p
LAS) 4M1
\
'31'MMS� \'1
pti
DJA
Py1
HDR ENGINEERING, INC
OF THE CAROLINAS
940 S CHURCH ST STE 1000
CHARLOTTE, NC 20202
p04L 338-6700
N. C.B. E. L.S. Urmuu, Number F-0116
PROJECTMANAGER BIeeMAiMeRPE
CTI
EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, SELF -INSPECTION REPORTS ARE
REQUIRED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE
SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE:
blto /ZpodG[ Ogdenr oro/webL/e,,!,
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE
FOLLOWING PHASES OF A PUN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
2. CLEARING AND GRUBBING OF EXISTING GROUND COVER
3. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION
4. COMPLETION OF CONSTRUCTION OR DEVELOPMENT
5. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
PLEASE NOTE THESE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES
INSPECTION REQUIREMENTS. IF YOU HAVE QUESTIONS ABOUT THE SELF -INSPECTION
PROGRAM, PLEASE CONTACT NCDEO ASHOHLLE REGIONAL OFFICE 828-296-4500,
'y DB...eN01Nf0�'a,� -
•,C`qT Af, 9y lx6
®DICE
ENERGY°®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
EROSION AND SEDIMENT CONTSOI NARRATIVE
PROJECT INFORMATION
THIS EROSION AND SEDIMENT CONTROL (E&SC) PLAN ADDRESSES THE INSTALLATION OF A
DOUBLE 48" CMP CULVERT IN AN UNNAMED BRANCH OF THE LITTLE TENNESSEE RIVER JUST
SOUTH OF SILER ROAD. THE PROJECT LOCATION IS OUTSIDE OF THE CITYOF FRANKLIN IN THE
MAC
COUNTY OF MACON.
THE LOCATION OF THE E&SC BMP FEATURES SHOWN ON SHEET OOC-D3 WERE DEVELOPED
BASED ON TOPOGRAPHIC INFORMATION AND AERIAL IMAGERY, AND SUBJECT TO CHANGE BASED
ON MELD CONDITIONS, PROTECTING THE STREAM IS THE CRITICAL ELEMENT OF THIS PROJECT
AND A PUMP AROUND IS PLANNED TO PROVIDE MOVEMENT OF BASE FLOW AROUND THE
CONSTRUCTION ZONE DURING CULVERT PLACEMENT,
A PRE -CONSTRUCTION NOTIFICATION IS BEING FILED WITH THE DIVISION OF WATER RESOURCES
WITH LINEAR STREAM DISTURBANCE TOTALING 52 LF - PERMANENT (CULVERT)
45 LF - PERMANENT (DIKES & PUMP AROUND)
EROSION ANDSEDIMENT ONTRD MEASURES
PROPOSED EROSION AND SEDIMENTATION CONTROL MEASURES TO BE UTILIZED DURING THE
CULVERT INSTALLATION, INCLUDE:
L CONSTRUCTION ENTRANCE
2. COMPOST SOCKS (WATTLES)
3. EXISTING ACCESS DRIVE STABILIZATION
4. SILT FENCE
5. RIP -RAP SLOPE STABILIZATION
6. SEEDING
PROI P.T CONSTRUCTION SEQUEUCE
THE FOLLOWING PROJECT SEQUENCE SHALL BE FOLLOWED:
1. OBTAIN PLAN APPROVAL AND PERMITS PRIOR TO BEGINNING WORK.
2. HOLD PRE -CONSTRUCTION MEETING
3. COORDINATE CONSTRUCTION SCHEDULE WITH THE PROPERTY OWNER
4. INSTALL CONSTRUCTION ENTRANCE WHERE APPLICABLE WITHIN DUKE ENERGY R/W.
5. STABILIZE EXISTING DRIVE ACCESS.
6. INSTALL PERIMETER E&SC MEASURES (I.E. SILT FENCE)
7. INSTALL PUMP AROUND SYSTEM INCLUDING IMPERVIOUS DIKES AND EROSION CONTROL
MEASURES.
S. EXCAVATE THE CHANNEL BED WHERE THE CULVERTS WILL BE PLACED 24" AND PLACE A
12" BED OF COMPACTED #57 STONE FOR CULVERT BEDDING.
9. INSTALL CULVERTS AND ALL NECESSARY COMPACTED BACKFILL.
10. STABILIZE 2:1 SLOPES WITH CLASS 1 RIP -RAP ON DYER OF NON -WOVEN GEOTEXTILE
FABRIC (15" DEPTH).
11. STABILIZE ALL EXPOSED AREAS, AND REMOVE EROSION CONTROL MEASURES AND PERFORM
FINAL SITE RESTORATION.
MAINTENANCE PLAN
THE MAINTENANCE PUN SHALL BE FOLLOWED UNTIL THE SITE IS STABILIZED, MAINTENANCE OF
SEDIMENT AND EROSION CONTROL MEASURES WILL BE PERFORMED BY A SUBCONTRACTOR,
1, ALL SEDIMENT AND EROSION CONTROL DEVICES AND PLANTED AREAS SHALL BE INSPECTED
EVERY SEVEN (7) CALENDAR DAYS AND AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS
ONE-HALF (1/2 ) INCH WITHIN A 24-HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES
SHALL BE REPAIRED OR REPLACED, AS NECESSARY, AS SOON AS PRACTICAL,
2. ALL TEMPORARY CONTROL DEVICES O.E. SILT FENCE) SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE EXPOSED AND REGRADED SECTIONS ARE STABILIZED.
3. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED,
ACCORDING TO THE SEEDING PUN (SHEET OOD-02) TO MAINTAIN A VIGOROUS, DENSE
VEGETATION COVER.
4. ALL SEEDED AREAS SHALL BE REFERTILIZED IN THE SECOND YEAR UNLESS GROWTH IS
FULLY ADEQUATE,
DIcT RBA=
TOTAL DISTURBANCE: 0.46 ACRES
SPECIAL NOTE,
N ADDITION TO DESIGNED AND SHOWN
MEASURES, ADDITIONAL EROSION AND
SEDIMENT CONTROL BMPS MAY BE
UTILIZED AS NEEDED IN POTENTIAL
AREAS OF DISTURBANCE, WHICH MAY
STABILIZATION OF EXISTING ACCESS
ROADS, SILT FENCE, WATTLES, OR
MATTING
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
OVERVIEW PLAN, LEGEND AND NOTES
0 I' 2' FILENAME 000-02DWG SHEET
® 1`=1OOG-02
SLALE p0'
A
DESIGN BY
R. BAYSOEN, PE
DESIGN BY
5
102016
ISSUED FOR CONSTRUCTION
DRAWNBY
R. HEALAN
4
07/26116
100% PERMIT DOCUMENTS
CHECKED BY
3
04272016
DRAINAGE IMPROVEMENTS
2
OVOI2016
CCR WELL LOCATION
1
IZQW201S
NEW GAP WELL LOCATION
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
1003282
CTI
EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, SELF -INSPECTION REPORTS ARE
REQUIRED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE
SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE:
blto /ZpodG[ Ogdenr oro/webL/e,,!,
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE
FOLLOWING PHASES OF A PUN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
2. CLEARING AND GRUBBING OF EXISTING GROUND COVER
3. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
STABILIZATION
4. COMPLETION OF CONSTRUCTION OR DEVELOPMENT
5. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
PLEASE NOTE THESE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES
INSPECTION REQUIREMENTS. IF YOU HAVE QUESTIONS ABOUT THE SELF -INSPECTION
PROGRAM, PLEASE CONTACT NCDEO ASHOHLLE REGIONAL OFFICE 828-296-4500,
'y DB...eN01Nf0�'a,� -
•,C`qT Af, 9y lx6
®DICE
ENERGY°®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
EROSION AND SEDIMENT CONTSOI NARRATIVE
PROJECT INFORMATION
THIS EROSION AND SEDIMENT CONTROL (E&SC) PLAN ADDRESSES THE INSTALLATION OF A
DOUBLE 48" CMP CULVERT IN AN UNNAMED BRANCH OF THE LITTLE TENNESSEE RIVER JUST
SOUTH OF SILER ROAD. THE PROJECT LOCATION IS OUTSIDE OF THE CITYOF FRANKLIN IN THE
MAC
COUNTY OF MACON.
THE LOCATION OF THE E&SC BMP FEATURES SHOWN ON SHEET OOC-D3 WERE DEVELOPED
BASED ON TOPOGRAPHIC INFORMATION AND AERIAL IMAGERY, AND SUBJECT TO CHANGE BASED
ON MELD CONDITIONS, PROTECTING THE STREAM IS THE CRITICAL ELEMENT OF THIS PROJECT
AND A PUMP AROUND IS PLANNED TO PROVIDE MOVEMENT OF BASE FLOW AROUND THE
CONSTRUCTION ZONE DURING CULVERT PLACEMENT,
A PRE -CONSTRUCTION NOTIFICATION IS BEING FILED WITH THE DIVISION OF WATER RESOURCES
WITH LINEAR STREAM DISTURBANCE TOTALING 52 LF - PERMANENT (CULVERT)
45 LF - PERMANENT (DIKES & PUMP AROUND)
EROSION ANDSEDIMENT ONTRD MEASURES
PROPOSED EROSION AND SEDIMENTATION CONTROL MEASURES TO BE UTILIZED DURING THE
CULVERT INSTALLATION, INCLUDE:
L CONSTRUCTION ENTRANCE
2. COMPOST SOCKS (WATTLES)
3. EXISTING ACCESS DRIVE STABILIZATION
4. SILT FENCE
5. RIP -RAP SLOPE STABILIZATION
6. SEEDING
PROI P.T CONSTRUCTION SEQUEUCE
THE FOLLOWING PROJECT SEQUENCE SHALL BE FOLLOWED:
1. OBTAIN PLAN APPROVAL AND PERMITS PRIOR TO BEGINNING WORK.
2. HOLD PRE -CONSTRUCTION MEETING
3. COORDINATE CONSTRUCTION SCHEDULE WITH THE PROPERTY OWNER
4. INSTALL CONSTRUCTION ENTRANCE WHERE APPLICABLE WITHIN DUKE ENERGY R/W.
5. STABILIZE EXISTING DRIVE ACCESS.
6. INSTALL PERIMETER E&SC MEASURES (I.E. SILT FENCE)
7. INSTALL PUMP AROUND SYSTEM INCLUDING IMPERVIOUS DIKES AND EROSION CONTROL
MEASURES.
S. EXCAVATE THE CHANNEL BED WHERE THE CULVERTS WILL BE PLACED 24" AND PLACE A
12" BED OF COMPACTED #57 STONE FOR CULVERT BEDDING.
9. INSTALL CULVERTS AND ALL NECESSARY COMPACTED BACKFILL.
10. STABILIZE 2:1 SLOPES WITH CLASS 1 RIP -RAP ON DYER OF NON -WOVEN GEOTEXTILE
FABRIC (15" DEPTH).
11. STABILIZE ALL EXPOSED AREAS, AND REMOVE EROSION CONTROL MEASURES AND PERFORM
FINAL SITE RESTORATION.
MAINTENANCE PLAN
THE MAINTENANCE PUN SHALL BE FOLLOWED UNTIL THE SITE IS STABILIZED, MAINTENANCE OF
SEDIMENT AND EROSION CONTROL MEASURES WILL BE PERFORMED BY A SUBCONTRACTOR,
1, ALL SEDIMENT AND EROSION CONTROL DEVICES AND PLANTED AREAS SHALL BE INSPECTED
EVERY SEVEN (7) CALENDAR DAYS AND AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS
ONE-HALF (1/2 ) INCH WITHIN A 24-HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES
SHALL BE REPAIRED OR REPLACED, AS NECESSARY, AS SOON AS PRACTICAL,
2. ALL TEMPORARY CONTROL DEVICES O.E. SILT FENCE) SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE EXPOSED AND REGRADED SECTIONS ARE STABILIZED.
3. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED,
ACCORDING TO THE SEEDING PUN (SHEET OOD-02) TO MAINTAIN A VIGOROUS, DENSE
VEGETATION COVER.
4. ALL SEEDED AREAS SHALL BE REFERTILIZED IN THE SECOND YEAR UNLESS GROWTH IS
FULLY ADEQUATE,
DIcT RBA=
TOTAL DISTURBANCE: 0.46 ACRES
SPECIAL NOTE,
N ADDITION TO DESIGNED AND SHOWN
MEASURES, ADDITIONAL EROSION AND
SEDIMENT CONTROL BMPS MAY BE
UTILIZED AS NEEDED IN POTENTIAL
AREAS OF DISTURBANCE, WHICH MAY
STABILIZATION OF EXISTING ACCESS
ROADS, SILT FENCE, WATTLES, OR
MATTING
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
OVERVIEW PLAN, LEGEND AND NOTES
0 I' 2' FILENAME 000-02DWG SHEET
® 1`=1OOG-02
SLALE p0'
A

TRANSMISSION POLE
HDR ENGINEERING, INC
OF THE CAROLINAS
Jd0 5 CHURCH 6T STE 1000
CHARLOTTE. NC 29202
(704)3396700
N.CS ELS. License Number F4N 16
DUKE ENERGY 75'
TRANSMISSION R/W
OUTLET HEADWALL
22•_6• x 6•_10•• '
TOP=2019.83
DIRECTION OF FLOW
1:1 SLOPE _ /�GRAVEL E:89306D8N5B CENTERLINE ALIGNMENT
STATION 0+00
N:542278.8458
�� t IiOhp�ti I Ftr1 MMM
F'Ily1 I t1�I
V 1131`I"I I e• I I II 1 1 1 i"`
I -r •!- . • F� I F•
cs S�Ie•F
111 •e10
oolr� i
Ier IS•c
to •Iev'
OF
EMIEDDED 12 INCHES.
SSII. I.Ia -'i•1 I.I1• II.. r1th.'.�es.I •1.
T �fIN IINVERTH
$ D1
Ir
C.FHANN
r
SA INLET HEADWALL
f
IIIC FI/e
Y •FII `
FPS
FEMA BASE
PROJECTMANAGER SexA.M.11PE
DESIGN BY R.BAYSDEN,PE
DESIGN BY
DRAWN BY
CHECKED BY
3
10/2016
ISSUED FOR CONSTRUCTION
07126116
PERMIT2
100%
1
06130116
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJEOTNUMBER 10032626
r\.
\
FEMA 100\WEAR
L
\
r`
\
GRAVEL DRIVE
STATION 1+25
CENTERLINE ALIGNMENT
N:542218.7791
\
E:692933.7409
. -
HDR ENGINEERING, INC
OF THE CAROLINAS
Jd0 5 CHURCH 6T STE 1000
CHARLOTTE. NC 29202
(704)3396700
N.CS ELS. License Number F4N 16
DUKE ENERGY 75'
TRANSMISSION R/W
OUTLET HEADWALL
22•_6• x 6•_10•• '
TOP=2019.83
DIRECTION OF FLOW
1:1 SLOPE _ /�GRAVEL E:89306D8N5B CENTERLINE ALIGNMENT
STATION 0+00
N:542278.8458
�� t IiOhp�ti I Ftr1 MMM
F'Ily1 I t1�I
V 1131`I"I I e• I I II 1 1 1 i"`
I -r •!- . • F� I F•
cs S�Ie•F
111 •e10
oolr� i
Ier IS•c
to •Iev'
OF
EMIEDDED 12 INCHES.
SSII. I.Ia -'i•1 I.I1• II.. r1th.'.�es.I •1.
T �fIN IINVERTH
$ D1
Ir
C.FHANN
r
SA INLET HEADWALL
f
IIIC FI/e
Y •FII `
FPS
FEMA BASE
PROJECTMANAGER SexA.M.11PE
OF CHANNEL (FLOW
Oe.f4,Cl NEE�.f��
*P„FgT M. BPy'7 I=Fl P6
itDUKE
ENERGY,
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
N
E
GENERAL NOTES:
1. SEE SHEET OOG-02 FOR LEGEND,
NOTES AND NARRATIVE.
2, SEE SHEET OCC -02 FOR CULVERT
PROFILE & CROSS—SECTION.
3. SEE SHEET OOC-03 FOR EROSION
& SEDIMENT CONTROL,
4. SEE CULVERT DETAILS AND
SPECIFICATIONS ON SHEETS OOD-04
TO ODD—O6.
IB
A
ru wisr
�slLlrr A��q�
f^ o
x ®g�
R
9DnxaroumDl
CON[AC[ ONLC.W.CWi10l
1-0ao-mx-awP
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CULVERT PLAN
0 V T FILENAME I 00C-01OWG SNEET
®
SCALOOC-01
E 1'=1'
DESIGN BY R.BAYSDEN,PE
DESIGN BY
DRAWN BY
CHECKED BY
3
10/2016
ISSUED FOR CONSTRUCTION
07126116
PERMIT2
100%
1
06130116
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJEOTNUMBER 10032626
OF CHANNEL (FLOW
Oe.f4,Cl NEE�.f��
*P„FgT M. BPy'7 I=Fl P6
itDUKE
ENERGY,
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
N
E
GENERAL NOTES:
1. SEE SHEET OOG-02 FOR LEGEND,
NOTES AND NARRATIVE.
2, SEE SHEET OCC -02 FOR CULVERT
PROFILE & CROSS—SECTION.
3. SEE SHEET OOC-03 FOR EROSION
& SEDIMENT CONTROL,
4. SEE CULVERT DETAILS AND
SPECIFICATIONS ON SHEETS OOD-04
TO ODD—O6.
IB
A
ru wisr
�slLlrr A��q�
f^ o
x ®g�
R
9DnxaroumDl
CON[AC[ ONLC.W.CWi10l
1-0ao-mx-awP
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CULVERT PLAN
0 V T FILENAME I 00C-01OWG SNEET
®
SCALOOC-01
E 1'=1'

HER
STA 10+75
2
3
4
zoao
5 6
]
8
040.0
2030
2030
2040.00
zozo
2010
- - -
2010
PROPOSED #10—L2
EL 201asz (cuLve9r) ALUMINUM BOX CULVERT
z000
- EL. 2015.92 (CHANNEL) - WITH FULL ALUMINUM-
DATE
DESCRIPTION
D
030.0
4'-3" RISE.
1990
-60
2030.00
1980
PROPOSED GRAVEL ROAD
20 LF STREAM STABILIZATION
GRADE CHANGE/
35 LF STREAM STABILIZATION
CENTERLINE 20 LF.
GRADE CHANGE/
o
CENTERLINE 35 LF.
020.0
0
_. +
2020.00
G
0
0
C010,00-
w
EXISTING GROUND ALONG
CHANNEL CENTERLINE
STA 11+05.00
STA 10+60.00
-
INV. 2016.25 - (CULVERT)
INV.2014.25 -
(CULVERT)
INV. 2017.25 - (CHANNEL)
INV.2015.25 -
(CHANNEL)
zolo.00
PROPOSED CHANNEL
CENTERLINE
SEE CROSS-SECTION
CROSS-SECTION
n
THIS SHEEP
STA ID+JS
SCALE: H: 1"=20`, V: 1"=20'
INV. 2014.92 - (CULVERT)
INV. 2015.92 - (CHANNEL)
000.0
2000.00
9+5 .00
10+80.00
11+80.00
12+80.00
B
PROFILE
n
SCALE: H:
1"=20', V: 1"=4'
-
A
HER
STA 10+75
2oso
2aso
zoao
PROPOSED 'GRADE
xono
EXISTING GROUND
2030
2030
zazD
zozo
2010
- - -
2010
PROPOSED #10—L2
EL 201asz (cuLve9r) ALUMINUM BOX CULVERT
z000
- EL. 2015.92 (CHANNEL) - WITH FULL ALUMINUM-
DATE
DESCRIPTION
PROJECT NUMBER 10032826
4'-3" RISE.
1990
-60
-50 -40 -30 -20 -10 0 10 20 30 40 50 60
1980
ENGINEERING, INC
OF THE CAROLINA6
400 6 CHURCH 6T SiE 1000
CHARLOTTE, NL 28202
9N) 33M700
NOB E.L6.licenm Number F-
Ofl6
DESIGN BY R.9AYSDEN, PE
DESIGN BY
DRAWN BY
CHECKED BY
3 1012016 ISSUED FOR CONSTRUCTION
2 0>I28N8 100% PERMIT DOCUMENTS
1 00I30/18 76h CONSTRUCTION DOCUMENTS
ISSUE
a ZN ARO'"••,
e e AL i E
'.nOBf;�CINEEQ.y04,�
°"RT M �aP4 q/ZtF�(o
®DICE
ENERGY.
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CULVERT PROFILE &CROSS-SECTION
0 1' T FILENAME 0OC-02PWG SHEET
® SCALE VARIES OOC-OZ
STA 10+75
2oso
2aso
zoao
PROPOSED 'GRADE
xono
EXISTING GROUND
2030
2030
zazD
zozo
2010
- - -
2010
PROPOSED #10—L2
EL 201asz (cuLve9r) ALUMINUM BOX CULVERT
z000
- EL. 2015.92 (CHANNEL) - WITH FULL ALUMINUM-
DATE
DESCRIPTION
PROJECT NUMBER 10032826
a ZN ARO'"••,
e e AL i E
'.nOBf;�CINEEQ.y04,�
°"RT M �aP4 q/ZtF�(o
®DICE
ENERGY.
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CULVERT PROFILE &CROSS-SECTION
0 1' T FILENAME 0OC-02PWG SHEET
® SCALE VARIES OOC-OZ
STA 10+75
2oso
2aso
zoao
PROPOSED 'GRADE
xono
EXISTING GROUND
2030
2030
zazD
zozo
2010
- - -
2010
PROPOSED #10—L2
EL 201asz (cuLve9r) ALUMINUM BOX CULVERT
z000
- EL. 2015.92 (CHANNEL) - WITH FULL ALUMINUM-
2000
INVERT. 10'-11" SPAN x
4'-3" RISE.
1990
-60
-50 -40 -30 -20 -10 0 10 20 30 40 50 60
1980
a ZN ARO'"••,
e e AL i E
'.nOBf;�CINEEQ.y04,�
°"RT M �aP4 q/ZtF�(o
®DICE
ENERGY.
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CULVERT PROFILE &CROSS-SECTION
0 1' T FILENAME 0OC-02PWG SHEET
® SCALE VARIES OOC-OZ

HDR ENGINEERING, INC
OFTHECAROUNAS
440S CHURCH ST STE 1000
CHARLOTTE, NC 28202
(GO)338 6700
N C.8 ELS. LIanse Number F-0116
2 3 4 5 6 8
N
D
GENERA NOTES'
1. SEE SHEET ODG-02 FOR LEGEND,
NOTES AND NARRATIVE.
2. SEE SHEET OOC-01 FOR CULVERT
PLAN
3, SEE SHEET OOC-02 FOR CULVERT
PROFILE
4, UNE NEWLY GRADED 2:1 CHANNEL
SLOPES WITH CLASS i RIP -RAP ON
A LAYER OF NON -WOVEN
GEOTEXTILE FABRIC. PROVIDE
STAKED COIR LOGS AT TOE OF
SLOPE WHERE IT INTERFACES WITH
THE EDGE OF WATER.
WATTLE (NP)
SEE DETAIL #4/OOD-01
SEE NOTE 4 IAYDOWN AREA \\
��'��• ///' /LAYIdS N AREA �S\-�..,.` �'GRAVEL CONSTRUCTION
ENTRANCE
���'�� `•`. - SEE DETAIL #1/000-01
�•/`� °p'�� TEMPORARY SILT FENCE ('t1P,1
SEE DETAIL #3/OOD-01
/rc` IMPERVIOUS DIKE (FOR
PUMP AROUND)
SEE DETAIL D DOD
FOR DIKE AND DETAIL
A2/OOD-03 FOR TYPICAL
\ LIMRS OF DISTURBANCE - PUMP AROUND PLAN.
\ \ = 0.29 ACRES
EXISTING GIDRIVE
IN RE
\ \ INSTALLED IN RECORDED
\ \ ACCESS AGREEMENT.
A
He
�(N
HLoPGU 'O
Y
i-
Rm
900RB YOUDIGI
WNfACf ONBG01].CJ WIHt
1-BJ?6�2i939
PROJECTMANAGER BmMe Mrem,PE
Nmnr
i Df sl"
.•2
n B L
29:Me
R ,2:
'••oeF�M�9P,po; lir /l6
YI
ITS UK
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
EROSION & SEDIMENT CONTROL PLAN
0 P 2^ FILENAME 00C-03DWG SHEET
® ^=40' o0C-03
scaLE
DESIGN BY R. BAYSDEN, PE
DESIGN BY
DRAWN BY
CHECKED BY
3
1012016
ISSUE FOR CONSTRUCTION
2
07126116
1 OCR PERMIT DOCUMENTS
1
015CO1B
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER 10032826
Nmnr
i Df sl"
.•2
n B L
29:Me
R ,2:
'••oeF�M�9P,po; lir /l6
YI
ITS UK
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
EROSION & SEDIMENT CONTROL PLAN
0 P 2^ FILENAME 00C-03DWG SHEET
® ^=40' o0C-03
scaLE

HOE ENGINEERING. INC
OF THE CAROLINAS
660 S CHURCH ST STE 1000
CHARLOTTE, NC 28202
(AR) 33M700
N GB ELS, Uceme Number F-0116
ROAD (TYP)A \ CH\ EL FLOW—Y \ ) (B
DRAINAGE AREA
(55 ACRES)
tlIOONegNpeS, Yt
DESIGN BY R. SAYSDEN, PE
o 1ti 1T
a
DESIGN BY
100 -YR FLOODPLAIN
CULVERT
CROSSING
DRAWN BY
N
CHECKED BY
3
1012016
ISSUED FOR CONSTRUCTION
/
2
07126116
100% PERMIT DOCUMENTS
1
06130116
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER 10032826
GSt
SILER ROAD
\ /
_
\
GENERAL NOTES'
1 SHEET OOG-02R LEGEND,
NOTES AND NARRATIVE.
i
2 SEE SHEET OFOR EROSION
_
CONTROL &SEDIMENT CONTROL
3. SEE SHEEP NOD -02 FOR SEEDING
--
SPECIFICATIONS.
¢.�
�j
••1::�
.,����.
Slid./ (��l
Ha �SCB
B)
vD
SOIL TYPE wSH
HYDROLOGIC SOIL
B
vD
:, ........
EB
R
) n
HOE ENGINEERING. INC
OF THE CAROLINAS
660 S CHURCH ST STE 1000
CHARLOTTE, NC 28202
(AR) 33M700
N GB ELS, Uceme Number F-0116
ROAD (TYP)A \ CH\ EL FLOW—Y \ ) (B
DRAINAGE AREA
(55 ACRES)
tlIOONegNpeS, Yt
N„5�5,,,i
' d ., DI NE
vD
VA'” DUKE
ENERGYo
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
�q1 N157
a� Km
B91ppBY0001G1
CQYIACI OIffi-CUl fffii1PR
lAVi32N19
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
DRAINAGE AREA
FILENAME 00C-06.OWG SHEET .1
® SCALE V=150• OOC-04
13
DESIGN BY R. SAYSDEN, PE
DESIGN BY
DRAWN BY
CHECKED BY
3
1012016
ISSUED FOR CONSTRUCTION
2
07126116
100% PERMIT DOCUMENTS
1
06130116
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER 10032826
N„5�5,,,i
' d ., DI NE
vD
VA'” DUKE
ENERGYo
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
�q1 N157
a� Km
B91ppBY0001G1
CQYIACI OIffi-CUl fffii1PR
lAVi32N19
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
DRAINAGE AREA
FILENAME 00C-06.OWG SHEET .1
® SCALE V=150• OOC-04
13

EXIST
ROAD
MINIMUM 10
GAUGE LINE
WIRES
11-09101710W. 1
STEEL POST While
(IJ3 LBADN FT STEEL -
5 FT MIN LENGTH)
WOVEN WIRE FABRIC
,SILT FENCE FABRIC
ILL SLOPE
—GRADE
TRENCH IN SILT FENCE
B" DOWN AND 4"
FORWARD ALONG TRENCH.
COMPACT THOROUGHLY
AFTER PLACEMENT.
SIDE VIEW
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
NNS:
1. USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED
1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW.
2. SILT FENCE IS TO BE SECURELY
FASTENED TO EACH STEEL SUPPORT
POST OR TO WOVEN WIRE WHICH IS
IN TURN ATTACHED TO THE STEEL
FENCE POST.
3. INSPECT FREQUENTLY AND REPAIR OR
REPLACE PROMPTLY AS NEEDED.
4. REMOVE SEDIMENT DEPOSITED AS
NEEDED TO PROVIDE STORAGE
VOLUME FOR THE NEXT RAIN AND TO
REMOVE PRESSURE ON THE SILT
FENCE. UNIFORMLY DISTRIBUTE ON
THE SOURCE AREA PRIOR TO
TOPSOWNG.
TEMPORARY SILT FENCE DETAIL n
NO TO SCALE
50' MIN
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
_BF _ _BF
f
12' OR WIDTH OF
PROPOSED DRIVE,
WHICHEVER IS
GREATER
NOTES:
1, PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE
MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE VEHICLES
MUST BE WASHED BEFORE ENTERING THE PUBLIC
ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING CONSTRUCTION SITE.
ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF
SEDIMENT -LADEN STONE AND REPLACEMENT WITH
FRESH STONE.
50' MIN NEW CONSTRUCTION
EXISTING ROADW�
6" MIN
� R
FABRIC UNDER STONE
F�2
PROFILE SECTION
CONSTRUCTION ENTRANCE DETAIL /1
NO TO SCALE
NOR ENGINEERING, INC
OF THE CAROLINAS
4405 CHURCH ST STE 1000
CHARLOTTE NO
28202
GRAN 338-6700
N.C.S.EL.S. License Number F 0116
0
Table 6.62b Specifications For Sediment Fence Fabric
6
Temporary Silt Fence Material Property Requirements
Supported' Un -Supported' Type d
Test Material Units Sill Fence Sill Fence Value
Grab Strength ASTM D4632 N (lbs)
Machine Direction 40D 650 MARV
(90) (90)
X -Machine Direction 400 450 MARV
(90) (90)
Permittivity' ASTM D4491 sec -1 0.05 0.05 MARV
Apparent Opening Size' ASTM D4751 mm 0.60 0.60 Max. ARV'
(US Steve FS) (30) (30)
% 70% after 70% after
Ultraviolet Stability ASTM D4355 Retained 500h of exposure SOOT of exposure Typical
Strength
Silt Fence support shall Consist of 14 gage steel wire with a mesh spacing of 150 mm (6 inches), Or prefabricated poylmer mesh of
equivalent strength.
' These default values are based on empirical evidence with a variety of sediment. For environmentally sensifive areas, a review of
previous experience and/or site or regionally specific geotexgle tests in accordance with Test Method D 5141 should be performed
by the agency to confirm suitability of these requirements.
e As measured in accordance with Test Method D 4632.
20
SEDIMENT TUBE INSTALLATION
�Cby
GRIPE STN(ES AT AN
Z eb.d Itebas c, ANGLE N WATTLE r
Ni0 SOIL qN0 NOT
I.2 y/r( $1b, PERPENDICULAR TO
7 GRADE. (TYPICAL)
True
Y A
SEDIMENT TUBE SPACING
LESS THAN 2% I 1-0-E_ET
PREEN., marva[iGN nip I..... re
75 EFT
4>
1
l
4P LLT
6%
FIAL R%
30 FEE"
22-L LT
PREEN., marva[iGN nip I..... re
labs
j"SEA'
CINf4,py,y.+��
•n T M. BP,.
Ni
IIFrr1
-a
SEDIMENT TUBES - GFN RAI_ NOTES
S e my II z e:led eanq ,enlee e tl,a nnP.
"uhr". a e vntl -n , m Help Prev=ot
If _ile os.. urge IF
eevionm t
-keen slormnoter n.nen_
_$ tl l b g t d I"r. IF ­r1P,tuI
II rl a L I tl
5 tl L al_ b-
"I ,`
C tb p I'tl
l 1, b Ia
P 1 "I PF t tl 9 ble n
.Im
r 1 a -LM1 ,dot ti 2 e ' Ph-tl,, y
pc yerVere nor,-aegerbeie mo1,p 1e
.. eetl o 'neem ry bn onoone,, e owu
aoge ebet beer 1'- anI 24-Treeree re—"r, o
c�n�-ut— erehre this rcnee mcY be
nFmree where rel—er, when eppe,, a
­Ied c is tent e
m ,o t
•'ea 1 c r
baeltl oe . e.ea s ns a
(2 , x 2 wh) 0 Steel oeete (,%mere U
, lor as per root)
I m rnen „ .9 rsn s o ee �ogtn P1 a aoeupon 2 Tool evnre
Lher ' t
L of gntl t b t �I e l e. rutactu are
he a one 5no a I y be aon t o.tarx
a I o t 6:- _ m 4:
6 -1r ­vent ns .ed -1, past nq rhrst qh
Lee nein e
Stl Itl
D Ee Ir b ­1red r, I t b AT, e
aep V,e mur,11,11 t b-
1, S• At e= ehoe a 'eb ale
o 1 ow Fre reu,1 r ,r tlepm of Le ere—I
2. Metall ,.eke of a aieer—I (I, I in brine morn
WATTLE INSTALLATION �1
NOT TO SCALE
lab U K E
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
B
'_iBMJNT TUBES- OVSF'ECf0N & NAW LAIA.LL
he/ I InCterely
hence. eea ....n...
2. ReoulerIFsorely of setllmfnl IJays .shpt o_ _Oeeect�a
a II
p P
t'. t-d; ­1 e 1 t1a:
y t ,' nee ..o.,e r e0
..oo L.0 Ir ,ee III ur r-1 wu e ese
ry.
Rom�,e ee IbIrtee eeI-11 1/b ,ne
beghl
I; the eealrenl tune.
. rer Ierht vbon tl
be piece et.,I,de artge _
�a¢a c my �-s aielo,eea e_e
.. S.e neee�be _me,_b
.easme o. t 's relacmeh.
_ Le,ge bebre, rb,L ena a ue r svea I,—
nen IF tue, ,Ps toIn'_
7.,1 .
e etlo II 1e9tup-I
F v'.gla o. the bed—,t t ere,,e e s
neo y m prewenl r—' - r. m brPe,emy mbe_
5 e t rre, -,le- IM1 bull IF
ay erobr'aea em
getal t be a ce r1c., t..m III el J nl c -,
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CIVIL DETAILS - SHEET 1
0 1' 2- FILENAME 000-01.DWG SHEET
® SCALE AS NOTED OOD-01
A
DESIGN BY
R. BAYSDEN,PE
DESIGN BY
DRAWN BY
BE HEALAN I Y. LEE
CHECKED BY
3 1012016
ISSUED FOR CONSTRUCTION
2 07/26116
100% PERMIT DOMMENTS
ISSUE DATE
DESCRIPTION
PROJECTNUMBER
10032826
labs
j"SEA'
CINf4,py,y.+��
•n T M. BP,.
Ni
IIFrr1
-a
SEDIMENT TUBES - GFN RAI_ NOTES
S e my II z e:led eanq ,enlee e tl,a nnP.
"uhr". a e vntl -n , m Help Prev=ot
If _ile os.. urge IF
eevionm t
-keen slormnoter n.nen_
_$ tl l b g t d I"r. IF ­r1P,tuI
II rl a L I tl
5 tl L al_ b-
"I ,`
C tb p I'tl
l 1, b Ia
P 1 "I PF t tl 9 ble n
.Im
r 1 a -LM1 ,dot ti 2 e ' Ph-tl,, y
pc yerVere nor,-aegerbeie mo1,p 1e
.. eetl o 'neem ry bn onoone,, e owu
aoge ebet beer 1'- anI 24-Treeree re—"r, o
c�n�-ut— erehre this rcnee mcY be
nFmree where rel—er, when eppe,, a
­Ied c is tent e
m ,o t
•'ea 1 c r
baeltl oe . e.ea s ns a
(2 , x 2 wh) 0 Steel oeete (,%mere U
, lor as per root)
I m rnen „ .9 rsn s o ee �ogtn P1 a aoeupon 2 Tool evnre
Lher ' t
L of gntl t b t �I e l e. rutactu are
he a one 5no a I y be aon t o.tarx
a I o t 6:- _ m 4:
6 -1r ­vent ns .ed -1, past nq rhrst qh
Lee nein e
Stl Itl
D Ee Ir b ­1red r, I t b AT, e
aep V,e mur,11,11 t b-
1, S• At e= ehoe a 'eb ale
o 1 ow Fre reu,1 r ,r tlepm of Le ere—I
2. Metall ,.eke of a aieer—I (I, I in brine morn
WATTLE INSTALLATION �1
NOT TO SCALE
lab U K E
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
B
'_iBMJNT TUBES- OVSF'ECf0N & NAW LAIA.LL
he/ I InCterely
hence. eea ....n...
2. ReoulerIFsorely of setllmfnl IJays .shpt o_ _Oeeect�a
a II
p P
t'. t-d; ­1 e 1 t1a:
y t ,' nee ..o.,e r e0
..oo L.0 Ir ,ee III ur r-1 wu e ese
ry.
Rom�,e ee IbIrtee eeI-11 1/b ,ne
beghl
I; the eealrenl tune.
. rer Ierht vbon tl
be piece et.,I,de artge _
�a¢a c my �-s aielo,eea e_e
.. S.e neee�be _me,_b
.easme o. t 's relacmeh.
_ Le,ge bebre, rb,L ena a ue r svea I,—
nen IF tue, ,Ps toIn'_
7.,1 .
e etlo II 1e9tup-I
F v'.gla o. the bed—,t t ere,,e e s
neo y m prewenl r—' - r. m brPe,emy mbe_
5 e t rre, -,le- IM1 bull IF
ay erobr'aea em
getal t be a ce r1c., t..m III el J nl c -,
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CIVIL DETAILS - SHEET 1
0 1' 2- FILENAME 000-01.DWG SHEET
® SCALE AS NOTED OOD-01
A

DEFINITION
Controlling runoff and erosion on disturbed areas by establishing vegetative cover with seed.
PURPOSE
To reduce erosion and decrease sediment yield from disturbed areas. and o permanently stabilize
such areas in a manner that is economical, adopts to site conditions, and allows selection of the
most appropriate plant materials.
SPECIFICATIONS
SEEDREO RFOUIREMENTS
Establishment of vegetation should not be attempted on sites that are unsuitable due to excessive
Sail compaction, inappropriate soil texture, poor drainage, concentrated overland flow, or steepness of
slope until measures have been taken to correct these problems.
To maintain a good stand of vegetation, the sail must meet certain minimum requirements as a
growth medium. The existing soil should have these anions
• Enough fine-grained (silt and clay) material to maintain adequate moisture and nutrient supply
(available water capacity of at least .05 inches water to 1 inch of soil).
• Sufficient pore space to permit root penetration.
• Sufficient depth of soil to provide an adequate root zone. the depth to rack or impermeable
layers such as hurdpane should be 12 inches or more, expect on slopes steeper than 2:1 where
the addition of soil is not feasible.
• A favorable all range for plan growth, usually 60 - 6.5.
• Free from large roots, branches, stones, large clods of earth, or fresh of any kind. Clods and
stones may be left on slopes steeper than 3:1 if they are to be hydro seeded.
If any of the above criteria ore not met - ibr. if existing soil is too coarse, dense, shallow o
acidic to foster vegetation - special amendments ore required. the soil conditioners described below
may be beneficial or, preferably, top soil may be applied.
SEEDBED PREPARATION
Install necessary mechanical erosionand sedimentation control practices before seeding, and complete
grading according to the approved pion.
Lime and fertilizer needs should be determined by soil tests. Direction, sample Cartons, and
information sheets are evoifable through county Agricultural Extension offices. Testing is also done by
commercial laboratories
When soil test results ore not available, follow rates suggested in the seeding specifications shown at
right Application rates usually fall into the following ranges.
• Ground agricultural limestone:
Light -textured, sandy soils: 1 to 1-1/2 tons/acre
Heavy -textured, clayey soils: 2 - 3 tons/acre
• Fertilizer:
Grasses: 800-1200 Ib/acre of 10-10-10 (or the equivalent)
Grass -legume mixtures: 800-1200 Ib/acre of 5-10-10 (or the equivalent)
Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by disking or other
suitable means. Operate machinery on the contour. When using a hydro seeder, apply lime and
fertilizer to a rough, loose surface.
Roughen surfaces prior to seeding.
Complete seedbed preparation by breaking up large clods and raking into a smooth, uniform surface
(slopes less than 3:1). FII in or level depressions that can collect water. Several seed into a
freshly loosened seedbed that has not been sealed by rainfall.
SEEDING
Seeding dates given in the seeding mixture specification a e deal ... led as "best" or "possible'.
Seedings properly carried out within the "best" dates have a high probability of success. It is also
possible to have satisfactory establishment when seetling outside these dates. However, as you
deviate from them, the probability of failure increases rapidly. Seeding on the last date shown under
"possible' may reduce changes of success by 30-50%. Always take this into account in scheduling
land -disturbing activities.
Use certified seed for permanent seeding whenever possible.
Labeling of -non -certified seetl is also required by law. Labels contain important information on seed
purity, germination, and presence of wood seeds. Seeds must meet State standards for content of
noxious weeds. Do not a e i seed containing "prohibited" noxious weed seed.
o I ° I b 1 6 1 7 1 8
Inoculate legume seed with rhizobium bacteria appropriate to the species of legume. Apply seed
uniformly with a cyclone seeder, drop -type spreader, drill, cWtipeaker seeder, or hydro seeder on
firmfriable seedbed.
When using a drill or cultipacker seeder, plant smell grains no more than 1 inch deep, grasses and
legumes no more than 1/2 inch. Equipment should be calibrated in the field for the desires seeding
rate.
When using broadcast -seeding methods, subdivide the area into workable sections and determine the
amount of seed needed for each section. Apply one-half the seed while moving back and forth
across the area, making a uniform pattern: then apply the second half in the same way, but moving
at right angles to the first pass.
Mulch all plantings immediately after seeding
HYDRO SEEDING
surface roughening is particularly important when hydro seeding, as a roughened slope will provide
some natural coverage for lime, fertilizer, and seed The surface should not be compacted or
both. Far, seedbed preparation is not necessary for hydro seeding opemlions: large clods,stones
and irregularities provide cavities in which seeds can lodge.
Rate wood fiber (cellulose) application should be at least 2,00D Ib/acre.
Apply legume inoculante at four times the recommended rate when adding inoculant to a hydro
seeder slurry.
If a machinery breakdown of 1/2 to 2 hours o add 50% m Seed to the tank, based as the
proportion of the slurry remaining. This should compensate for damage seed Beyond 2 hours, a full
rate of new seed may be necessary.
Lime is not normally applied with a hydraulic seeder because it is abrasive. It can be blown onto
steep slopes in dry form.
MAINTENANCE
Generally, a stand of vegetation cannot be determined to by fully established until soil cover has
n
been maintained for one full year from planting. Inspect seeded areas for failure and make necessary
repairs and reseedingswithin the some season, if passible.
Reseeding—If a stand has inadequate cover,
m
- valuate choice of plant aterials and quantities of
lime and fertilizer. Re-establish the stand after seedbed preparation or over -seed the stand.
Consider seeding temporary, annual species if the time of year is not appropriate for permanent
seeding.
If vegetation fails to grow, soil must be tested to determine if acidity or nutrient imbalance is
responsible.
Fertilization --On the typical disturbed site, full establishment usually requires re -fertilization in the
second
dthing del Fine tun regquires annualmaintenance
fertilization. Use soil tests if possible
or follow guidelines given specificseeding mixture.
Seeding mixture (fall
SoeCesr Rate (Ib/acre)
Rye Grain (Severe minable) 120
ieedina Minute (late anter early series)
Sg€ci€s. Rote (Ib/acre)
Rye Grain (Seems cereals) 120
Seedng Mixture (summer)
Soeces• Rate (Ib/acre)
GermanMillet (Setaria italics) 40
Scanlan dates (Piedmont)
Fall: Aug. 15 - pec. 30
Lots winter (early spring): Jan. 1 - May 1 Late
Summer: May 1 - Aug. 15
Soil amendments
Follow are endations of soil tests o apply 2,000 lb/acre ground agricultural limestone and 750
Ib/acre 1010-10 fertilizer.
GENERAL SEEDING SPECIFICATIONS
n
NO TO SCALE
DESIGN BY
R.BAYSDEN, PE
GEOGRID AS NEEDED
GENERAL NOTES:
12'
(SEE GENERAL NOTE 2)
1. PROVIDE LOCALIZED GRADING AS NECESSARY TO PROMOTE DRAINAGE
AGGREGATE
AND PROVIDE A SMOOTH SUBGRAOE.
��NO.R ABC STONE)
A
2. PEACE A BEGGED AT THE MIDPOINT OF AGGREGATE ROAD SURFACING
P
SECTION IN AREAS WHERE ADDITIONAL REINFORCEMENT IS REQUIRED
3
y
(LOW AREAS, WET AREAS, ETC.). ALTERNATIVE STABILIZATION MEASURES
LS'//����������������
/\����������������������\
1.5' 3
MAY INCLUDE USING LARGER STONE AS A BASE OR OTHER METHODS
APPROVED BY THE ENGINEER.
3 RAGGREGATE
OF
07126/18
m
ENSURE THAT LIV ERIS EVENAND SMOOTH TO AVOID DEPRESSIONS.
4 LOCATIONOF CLEARED TRAIL
��j/���/��/\��/\��/��/////\//\�j/���/
1
CHANGE BASED ON FIE D CONDITIONS. SUBJECT TO
//\��j���j� ///
5. PROVIDE SILT FENCE AT PROJECT LIMITS PER PLANS ON DOWNSTREAM
ISSUE
DATE
SIDE.
EXISTING SUBGRADE SOIL
10032826
MAINTENANCE NOTES:
EXISTING ACCESS STABILIZATION
/�
INSPECT SURFACE.CONSTRUCTION ROADS PERIODICALLY FOR CONDITION OF
NOT TO SCALE
/ 2
_
2. TOPDRESS NEW AGGREGATE AS NEEDED.
3. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND
SEDIMENTATION AFTER RUN-OFF PRODUCING EVENTS.
4, SEDIMENT PRODUCING AREAS SHOULD BE STABILIZED IMMEDIATELY.
F�2
HDR ENGINEERING, INC
OFTHECAROEINAS
.0 S CHURCH ST STE 1000
CHARLOTTE NC28202
(704)33467C0
N.C.B.EL.S. IJceme Number FC11e
Milch
Apply 4.000 Ib/acre straw. Anchor mulch by tacking with asphalt, roving or a mulch anchoring tool.
A dish with blades set nearly straight can be used as a mulch anchoring tool.
Mnlate'reas
Re -fertilize if growth is not fully adequate. reseed, re -fertilize ontl mulch immediately following
erosion or other damage.
Pursuant to G.S. 113A-57(2), the angle for graded slopes and fills shall be no greater than the
angle that can be retained by vegetative cover or other adequate erosion -control devices o
structures. In any event. 3H:1V or greater slopes left exposed will within 7 calendar days of
completion of any phase of grading, be planted or otherwise provided with temporary or permanent
ground cover, devices, or structures sufficient to restrain erosion.
Pursuant to G.S. 113A-57(3). Provisions for pemnanenl groundcover sufficient to retrain erosion must
be accomplished for all disturbed areas within 14 working days following completion of construction
or development.
*REF: 6.10 A. B and C, NC Erosion and Sediment Control Planning and Design Manual, 2006
PERMANENT SEEDING SPECIFICATIONS
NOTE:
00 NOT APPLY FERTILIZER IN THE STREAM CHANNEL
EOUIREMENTS
Stabilization for this project shall comply with the time frame gpidelince as specified by the
NCG-010000 general construction permit effective August 3, 2011 issued by the North Carolina
Deportment of Environmental Quality Division of Water Resources. Temporary or permanent ground
cover stabilization shall occur
within 7 calendar days from the last land -disturbing activity, with
the following exceptions in which temporary or permanent ground cover shall be provided in 14
calendar days from the lost land -disturbing activity:
Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less
Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
Slopes 4:1 or flatter
The stabilization timeframe far High Quality Water (HOW) Zones shall be 7 enforcer days with
no exceptions for slope grades or lengths. High Quolity Water Zones (HQW) Zones are darned
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
NATNE GRASS SEEDING AG MULCHING (West)
Native Gross Seeding antl Mulching shall be performed on the disturbed a of wetlands and
r
riparian a and adjacent to Stream Relocation and/or trout stream c instruction within a 50
foot zoneon a r
both sides of the stream or depression, measured from top of stream bank o enter
of depression. The stream bank of the stream relocation shall be seeded by a method thatdoes
not oir
the
typic l crove section of the stream bank. Native Gross Seeding and Mulching shall
also
other performed do thetl Permanent soil reinforcement mat section of preformed scour holes, and
ress
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
Shall be aa stated below. During pence. of overlapping dates, the kind of seed to be usetl shall
be determined. All rates are in pounds per acre.
August 1 - June 1 May 1 -September 1
18# Creeping Red Fescue 18# Creeping Red Fescue
B# Big Bluestein B# Big Bluestein
6# Indiangrass 6# Indiangrass
4# Switchgmse 4# Swimhgrass
35# Rye Grain 25# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000 Limestone
Approved Creeping Red Fescue Cultivars:
Aberdeen Boreal Epic Cindy Lou
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.
Temporary Seeding
Fertilizer shall be the some analysis as specified for Seeding and Mulching and applied at the rate
of 400 pounds and seeded at the rate of 50 pounds per acre. German Millet or Brownish Millet
shall be used insmmer months and rye grain during the remainder of the year. The Engineer
will determine the exact dates for using each kind of seed.
Fertilizer Topdmising
Fertilizer used for topdressing shall be 16-8-8 grade end shall be applied at the rate of 500
pounds per acre. A different analysis of fertilizer may be used provided the 2-1-1 ratio is
maintained and the rate of application adjusted to provide the some amount of plant food as I6-88
analysis and as directed.
Supplemental Seeding
The kinds of seed and proportions shall be the some as specified for Seeding and Mulching, and
the rate of application may vary from 25# to 75# per acre. The actual rote per a will be
determined prior to the time of topdressing and the Contractor will be notified in writing of the
rate per mrb, total quantity needed, and areas on which to apply the supplemental seed.
Minimum tillage equipment, consisting of a sod seeder shall be used for incorporating seed into
the ..if as to prevent disturbance of existing vegetation. A .1mbuster (ball and chain) may be
used where degree of slope prevents the use of a sod seeder.
Mowing
The inimum mowing height shall be 6 inches.
1,
DUK
F I °.
'
DESIGN BY
R.BAYSDEN, PE
DUKE ENERGY CAROLINAS
DESIGN BY
526 S CHURCH STREET
CHARLOTTE, NC 28202
DRAWN BY
R. HEALAN I Y. LEE
CHECKED BY
3
10/2016
ISSUED FOR CONSTRUCTION
2
07126/18
IDD% PERMIT DOCUMENTS
1
06130116
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
10032826
Milch
Apply 4.000 Ib/acre straw. Anchor mulch by tacking with asphalt, roving or a mulch anchoring tool.
A dish with blades set nearly straight can be used as a mulch anchoring tool.
Mnlate'reas
Re -fertilize if growth is not fully adequate. reseed, re -fertilize ontl mulch immediately following
erosion or other damage.
Pursuant to G.S. 113A-57(2), the angle for graded slopes and fills shall be no greater than the
angle that can be retained by vegetative cover or other adequate erosion -control devices o
structures. In any event. 3H:1V or greater slopes left exposed will within 7 calendar days of
completion of any phase of grading, be planted or otherwise provided with temporary or permanent
ground cover, devices, or structures sufficient to restrain erosion.
Pursuant to G.S. 113A-57(3). Provisions for pemnanenl groundcover sufficient to retrain erosion must
be accomplished for all disturbed areas within 14 working days following completion of construction
or development.
*REF: 6.10 A. B and C, NC Erosion and Sediment Control Planning and Design Manual, 2006
PERMANENT SEEDING SPECIFICATIONS
NOTE:
00 NOT APPLY FERTILIZER IN THE STREAM CHANNEL
EOUIREMENTS
Stabilization for this project shall comply with the time frame gpidelince as specified by the
NCG-010000 general construction permit effective August 3, 2011 issued by the North Carolina
Deportment of Environmental Quality Division of Water Resources. Temporary or permanent ground
cover stabilization shall occur
within 7 calendar days from the last land -disturbing activity, with
the following exceptions in which temporary or permanent ground cover shall be provided in 14
calendar days from the lost land -disturbing activity:
Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less
Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
Slopes 4:1 or flatter
The stabilization timeframe far High Quality Water (HOW) Zones shall be 7 enforcer days with
no exceptions for slope grades or lengths. High Quolity Water Zones (HQW) Zones are darned
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
NATNE GRASS SEEDING AG MULCHING (West)
Native Gross Seeding antl Mulching shall be performed on the disturbed a of wetlands and
r
riparian a and adjacent to Stream Relocation and/or trout stream c instruction within a 50
foot zoneon a r
both sides of the stream or depression, measured from top of stream bank o enter
of depression. The stream bank of the stream relocation shall be seeded by a method thatdoes
not oir
the
typic l crove section of the stream bank. Native Gross Seeding and Mulching shall
also
other performed do thetl Permanent soil reinforcement mat section of preformed scour holes, and
ress
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
Shall be aa stated below. During pence. of overlapping dates, the kind of seed to be usetl shall
be determined. All rates are in pounds per acre.
August 1 - June 1 May 1 -September 1
18# Creeping Red Fescue 18# Creeping Red Fescue
B# Big Bluestein B# Big Bluestein
6# Indiangrass 6# Indiangrass
4# Switchgmse 4# Swimhgrass
35# Rye Grain 25# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000 Limestone
Approved Creeping Red Fescue Cultivars:
Aberdeen Boreal Epic Cindy Lou
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.
Temporary Seeding
Fertilizer shall be the some analysis as specified for Seeding and Mulching and applied at the rate
of 400 pounds and seeded at the rate of 50 pounds per acre. German Millet or Brownish Millet
shall be used insmmer months and rye grain during the remainder of the year. The Engineer
will determine the exact dates for using each kind of seed.
Fertilizer Topdmising
Fertilizer used for topdressing shall be 16-8-8 grade end shall be applied at the rate of 500
pounds per acre. A different analysis of fertilizer may be used provided the 2-1-1 ratio is
maintained and the rate of application adjusted to provide the some amount of plant food as I6-88
analysis and as directed.
Supplemental Seeding
The kinds of seed and proportions shall be the some as specified for Seeding and Mulching, and
the rate of application may vary from 25# to 75# per acre. The actual rote per a will be
determined prior to the time of topdressing and the Contractor will be notified in writing of the
rate per mrb, total quantity needed, and areas on which to apply the supplemental seed.
Minimum tillage equipment, consisting of a sod seeder shall be used for incorporating seed into
the ..if as to prevent disturbance of existing vegetation. A .1mbuster (ball and chain) may be
used where degree of slope prevents the use of a sod seeder.
Mowing
The inimum mowing height shall be 6 inches.
1,
DUK
F I °.
'
E ERGY,
DUKE ENERGY CAROLINAS
f P%y0prv:
j �✓01 NE4;p IC
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CIVIL DETAILS - SHEET 2
0 1in FILENAME I 000-02.OWG SHEET
® SCALE AS NOTED OOD-02
A

TOP OF BANK
DIE M TEMPORARY NOTES.
TEMPORARY SEDIMENT BAG STONE STABIUZEO OUTLET)
Ft£XIRtE (SEE NOTE 2) 1. SEDIMENT FlLTER BW FABRIC SHALL BE GEOTEXME MANUFACTURED FROM WOVEN POLYPROPYLENE OR POLYMER NVUERWL.
HOSE SEDIMENT FILTER BAG FABRIC MAY BE MADE FROM RECYCLED POLYMER MATERIALS. POLYMER MATERIA -3 SHALL NOT CONTAIN
BIODEGRADABLE FlLLER MATERULS AND SMLL CONFORM TO THE REQUIREMENTS IN ASTM DESIGNATION: E 204
FLOW c 2 SEDIMENT FILTER BAG FABRIC SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
FILLER FABRIC
TYPE 2
SEDIMENT REMOVAL DEVICE
APPROXIMATE STABWZED OUTLET TEMPORARY FLEXIBLE
BASE ROW GIES A HOSE OR SEDIMENT
WATER SURFACE BAC
TOP OF DANK
N \
4
TEMPORARY STABILIZED OUTLET SECTION
Speciticolion
Requirements
Grab tensile strength (One roar grip), pountle, m each Eirecfion
255
ABT.1 Oesignati0n: D 4632 a aj,pmpril test method for specific polymer
Elongation, percent, m m each al
'9632
15
AM Designation: D or appropriate test methotl for specific polymer
1. ALL CHANNEL WORK INVOLVING EXCAVATION SHALL BE PERFORMED
Permiflivitn 1/aenm
1.5
ASTMDas,ncfcan 0 4491
DRAWN BY
Flowrate, gallons per m nate per square foot, minimum
200
AM Oesigna6on: D 4491
F
Ultraviolet stubiliR. percent tensile strarl refainatl after 500 hours, -inimmm
80
ASTM Designation: D 0.155 (sen im
— m lamp ontl water spray weotnngmethod)
102016
3. THE SEDIMENT FlLTER BAG SHALL BE 10'%12'%LS' (MIN) ANO SHALL BE COMPLETE WITH pFTING LOOPS AND DUMP STRAPS
ATTACHED AT TIE BOTTOM TO FACIUWTE EMPTYING OF THE SEDIMENT ALTER BAG.
5. PLACE THE DEWATERING SEDIMENT FILTER BAG ON A LEVEL STMUZED AREA ODENSE VEGETATION/STRAW, OR GRAVEL
(IF INCREASED DRAINAGE SURFACE AREA IS NEEDED).
6, INSERT DISCHARGE HOSE FROM PUMP IWO ME DEWATERING SEDIMENT ALTER BAG A MINIMUM OF SIX INCHES (8') AND
TIGHTLY SECURE WITH ATTACHED STRAP TO PREVENT WATER FROM ROWING OUT OF THE UNIT WITHOUT BEING ALTERED.
7. REPLACE RIE UNIT WHEN ONE HALF (1/2) FULL OF SEDIMENT OR WHEN SEDIMENT HW REDUCED THE FLOW RATE OF THE
PUMP DISCHARGE TO AN IMPRACTICAL RATE,
8. REMOVE ME UNIT AND SEDIMENT FROM ENVIRONMENTALLY SENSDNE AREA AND WATERWAYS. AT ME APPROVED DISPOSAL
SITE OPEN OR SLR THE UNIT, REMOVE SEDIMENT AND GRADE SMOOTHLY INTO EXISTING TOP GMPHY. DISPOSE OF THE
DEWATERING SEDIMENT FILTER BAG, AT AN APPROPRIATE RECYNNC OR SOLO WASTE FACIUIY,
DEWATERING SEDIMENT FILTER BAG n
NOT TO SCALE I -
IMPERVIOUS MEMBRANE
TYPE 2
IMPERVIOUS DIKE DETAIL
F�2
DEWATERING PUMP
TEMPORARY STARTED)
SEDIMENT REMOVAL DEVICE OUTFU
(SEE DETML, THIS SHEET) I(SEE DETAIL THIS SHEET)
PLAN VIEW
PUMP AROUND DETAIL n
NOT TO SCALE
NOR ENGINEERING, INC
OF THE CAROLINAS
440 S CHURCH ST STE 1000
CHARLOTTE. NO 28202
ON)33"700
N.0 A E L S Ucenee Number F 0116
S. IMPERVIOUS DIKES $HALL BE CONSTRUCTED TO ISOLATE THE
IN—STREAM WORKING AREA, AN IMPERVIOUS FABRIC MEMBRANE
AND SANT BAGS OR SLDNE, AS SPECIFIED BY THE DESIGNER,
SHALL BE USED TO CREATE THE DIKES.
9. THE WORK SEQUENCE IN PUMP—MOUND OPERATIONS PROCEEDS
TYPICALLY As FOLLOWS:
A. INSTALL SEDIMENT REMOVAL DEVICE AND TEMPORARY
STMILRED OUTLETS AT THE DOWNSTREAM END OF WORKING
AREA,
B. INSTALL PUMP—AROUND PUMP AND FLEXIBLE HOSE.
C. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
(CLEAN WpiFR) 00WNSTREAM TO STABW2ED OUTIET.
D. INSTALL OOWNSIRFAM IMPERVIOUS DIKE AND DE—WATERING
PUMP.
E. PERFORM CHANNEL WORK IN ACCORDANCE WITH WE PLANS IN
THE WORKING AREA.
F OE—WATER THE WORKING AREA (As NEEDED) INTO ME
SEDIMENT REMOVAL DEVICE AND TEMPORARY STABILIZED
OWLET.
G. UPON COMPLELION OF WORK, REMOVE ANY SEDIMENT
ACCUMULATION BEHIND IMPERVIOUS DIKES.
H. REMOVE DOWNSTREAM AND MEN UPSTREAM DIKES AND ALL
PUMPS AND HOSE.
I. SEED AND MULCH ALL DISTURBED MFIS PER ME PWJTING
PLAN,
PROJECTMANACER Bra M...PE
GENERAL NOTES
DESIGN BY
1. ALL CHANNEL WORK INVOLVING EXCAVATION SHALL BE PERFORMED
DRAWN BY
IN 0RYCONDITIONS OR IN CHANNEL SECTIONS ISOLATED BY
CHECKED BY
IMPERJIOUS DIKES AND KEPT DE -WATERED.
3
102016
FLOW
2
WI26I16
100% PERMIT DOCUMENTS
2- RIE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
1
OW30116
\
CUBAN WATER PUMP -MOUND PUMP
STABILZED THE SAME WORKING DAY.
ISSUE
IMPERVIOUS DIKE
(SEE NOTE BJ
DESCRIPTION
PROJECT NUMBER
3. PUMP -MOUND PUMP AND HOSE SH41 ADEQUATELY CONVEY
TEMPORARY FLEXIBLE HOSE
(APPROX. 1 BOB). OE -WATERING PUMP SHALL
ADEQUATELY BE WATER THE WORKING AREA AT THE DOWNSTREAM
IGAS MPERVIOUS
IMPERVIOUS GINE.
4. GRAVITY -BASED GEOTEXIRE BAG FILTERS SHALL BE USED TO
COLLECT SILT AND SEDIMENT FROM WORK AREA DEWATERING,
THE DESIGNER MAY SPECIFY A SEDIMENT BASIN OR OTHER
/Z
SEDIMENT CONTROL MEASURE IN UEU OF A SEDIMENT BAG IF SIZE
Q
CONDITIONS ME FAVORABLE HM. - TREES WILL NOT BE IMPACTED
p
FOR BASIN EXCAVATION, ETC.).
5. EFFWEM FROM CLEAN WATER PUMP AROUND MAY BE
APPROXIMATE BASE PLOW
Z
EMITTNG CHANNEL
DISCHARGED DIRECRY INTO STABWZED CUTLET (NO SEDIMENT
WATER LEVEL (6')
0
REMOVAL DEVICE REQUIRED).
&ASE ROW + 1'
(2' MIN'
➢
7J
6. A STABIUZED OUTLET SHALL BE USED TO CONTROL THE EFRUEW
FROM ALL PUMPING OPERATIONS. THE DESIGNER SHALL SPECIFY
m
ALL MAIFAIAIS AND DIMENSIONS ASSOCIATED WIM STABILIZED
54NDIuc/TONE
(cl/Ss A)
T TEMPOARY
IMPEWIDUS DIKE
DURER.
(SEE NDIE B)
FLEXIBLE
HOSE
(SEE DETAI4 THIS
7. FlLTER FABRIC AS SPECIFIED BY ME DESIGNER SHALL BE USED
WORKING AREA
SHEET)
UNDERNEATH ALL STONE/MP FAP PIACED FOR SEDIMENT BAGS,
FMIUZED OUTETS, SPIASH MOs.
IMPERVIOUS MEMBRANE
TYPE 2
IMPERVIOUS DIKE DETAIL
F�2
DEWATERING PUMP
TEMPORARY STARTED)
SEDIMENT REMOVAL DEVICE OUTFU
(SEE DETML, THIS SHEET) I(SEE DETAIL THIS SHEET)
PLAN VIEW
PUMP AROUND DETAIL n
NOT TO SCALE
NOR ENGINEERING, INC
OF THE CAROLINAS
440 S CHURCH ST STE 1000
CHARLOTTE. NO 28202
ON)33"700
N.0 A E L S Ucenee Number F 0116
S. IMPERVIOUS DIKES $HALL BE CONSTRUCTED TO ISOLATE THE
IN—STREAM WORKING AREA, AN IMPERVIOUS FABRIC MEMBRANE
AND SANT BAGS OR SLDNE, AS SPECIFIED BY THE DESIGNER,
SHALL BE USED TO CREATE THE DIKES.
9. THE WORK SEQUENCE IN PUMP—MOUND OPERATIONS PROCEEDS
TYPICALLY As FOLLOWS:
A. INSTALL SEDIMENT REMOVAL DEVICE AND TEMPORARY
STMILRED OUTLETS AT THE DOWNSTREAM END OF WORKING
AREA,
B. INSTALL PUMP—AROUND PUMP AND FLEXIBLE HOSE.
C. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
(CLEAN WpiFR) 00WNSTREAM TO STABW2ED OUTIET.
D. INSTALL OOWNSIRFAM IMPERVIOUS DIKE AND DE—WATERING
PUMP.
E. PERFORM CHANNEL WORK IN ACCORDANCE WITH WE PLANS IN
THE WORKING AREA.
F OE—WATER THE WORKING AREA (As NEEDED) INTO ME
SEDIMENT REMOVAL DEVICE AND TEMPORARY STABILIZED
OWLET.
G. UPON COMPLELION OF WORK, REMOVE ANY SEDIMENT
ACCUMULATION BEHIND IMPERVIOUS DIKES.
H. REMOVE DOWNSTREAM AND MEN UPSTREAM DIKES AND ALL
PUMPS AND HOSE.
I. SEED AND MULCH ALL DISTURBED MFIS PER ME PWJTING
PLAN,
PROJECTMANACER Bra M...PE
_ E
':OBiG.l NE4;P:0tV
111< EHBP�S`PqjZYi116
D
10 DUKE
ENERGY,
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
0
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CIVIL DETAILS - SHEET 3
0 1' 2' FILENAME I 000,03MING SHEET
® OOD-03
SCALE
AS NOTED
A
DESIGN BY
DRAWN BY
R. HEALAN I Y. LEE
CHECKED BY
3
102016
ISSUED FOR CONSTRUCTION
2
WI26I16
100% PERMIT DOCUMENTS
1
OW30116
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
10032826
_ E
':OBiG.l NE4;P:0tV
111< EHBP�S`PqjZYi116
D
10 DUKE
ENERGY,
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
0
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
CIVIL DETAILS - SHEET 3
0 1' 2' FILENAME I 000,03MING SHEET
® OOD-03
SCALE
AS NOTED
A

11 2 13 41 5 U
F)m
FOR ENGINEERING, INC
OF THE CAROLINAS
.0 3 CHURCH ST STE 1000
CHARLOTTE, NC 26202
p0s)35E6T00
N C B ELS, License N—act F-0115
OESIGN BY
A Q
--_ rz5 tm
DESIGN BY
DRAWN BY
CHECKED BY
3 1=016 ISSUED FOR CONSTRUCTION
2 0706116 100% PERMIT DOCUMENTS
Y PC
P P AA
4 6 t ax °urE
p
I
armrnnm.mvwnem uvrnv�nu.rtv
mtenatm rae noucvms wmuu m1 n
eutm varve n¢ xraerwe w ox me ov m
ve twew tw
-q'@ n
e��7�e
..
PROJECT NUMBER
18632826
eum to tv
e¢mo'c cum¢ m nxurvs atwi uwax9nvx
p ra euun em mmwnem poen Burt
irw v wmm�Risecunwxxe mraummr.XOe
i
tout rnmm nm
CEx1ERL NE LEMunn
mx es se n c— a n—asci' m-
c—lmove
PlIn .-F --- OUTSIDE NEWul
o® ecara w
95
Erie's
_
(Ems CRAOE CORRECTED FOR 9.%. SLOPE)
t
.ie.=;gr11 W..a
aTren+e Sys
loc
! _
Pa-onan-oto-u-cox-A
_
CNTECH'
klEGH'
Energy Moss-Dowdle Transmission
Gastona, NC
Access Culvert
-Duke
_.�__.� wa o•¢
rrmazr.ata
1 <
F)m
FOR ENGINEERING, INC
OF THE CAROLINAS
.0 3 CHURCH ST STE 1000
CHARLOTTE, NC 26202
p0s)35E6T00
N C B ELS, License N—act F-0115
pni� uncx
PEiBILS i w
vvmn vwmmw Nom n
➢Ef06_1
ILPR s. rnm evwvmv m ° �,w-u~ • mµ w, r. r Of li rsr NI Daws
esniau� � am ewrmm mm wrt � e
,asZr vrEW
0% ms O.t35 .uur..nrni...,..
ttnL1 ^ ra AS SHOWN
9T_,5 AE SHOWN
SOBOR]-01O-PL-LON-A
Ca NTECH' CBk[dFEGH Duke Energy Mose-DowCle Transmission Access CUIvert
Esst-.W>m m+'tt—aOs Gastonia. NC 2w�N
�ell mCAm0 c,
=p . Ess O y=
` E_t
DUKE
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MUSJ-UUVVULC I KAIVJIVIIJAIURI
ACCESS CULVERT DESIGN
DETAIL SHEET 7
p 2- FILENAME 0)D -OJ OWG SHEET
SOALB 1.=1. OOD-04
I�
Is
OESIGN BY
R. BAYSDEN. PE
DESIGN BY
DRAWN BY
CHECKED BY
3 1=016 ISSUED FOR CONSTRUCTION
2 0706116 100% PERMIT DOCUMENTS
1 06,30116 75% CONSTRUCTION DOCUMENTS
ISSUE DATE DESCRIPPION
PROJECT NUMBER
18632826
pni� uncx
PEiBILS i w
vvmn vwmmw Nom n
➢Ef06_1
ILPR s. rnm evwvmv m ° �,w-u~ • mµ w, r. r Of li rsr NI Daws
esniau� � am ewrmm mm wrt � e
,asZr vrEW
0% ms O.t35 .uur..nrni...,..
ttnL1 ^ ra AS SHOWN
9T_,5 AE SHOWN
SOBOR]-01O-PL-LON-A
Ca NTECH' CBk[dFEGH Duke Energy Mose-DowCle Transmission Access CUIvert
Esst-.W>m m+'tt—aOs Gastonia. NC 2w�N
�ell mCAm0 c,
=p . Ess O y=
` E_t
DUKE
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MUSJ-UUVVULC I KAIVJIVIIJAIURI
ACCESS CULVERT DESIGN
DETAIL SHEET 7
p 2- FILENAME 0)D -OJ OWG SHEET
SOALB 1.=1. OOD-04
I�
Is

O2
FOR ENGINEERING, INC
OF THE CAROLINAS
4905 CHURCH STSTE 1000
CHARLOTTE, NC 2BOV
(Run 338-0700
N C.8.EL5. License Number Fml16
II
II
II
II
II
n
II
II
11
II
II
II
II
II
II
u
II
II
II I
II
II
II
DESIGN BY
II
II
II
II
II
II
(
DRAWN BY
PLAN VIEW
II
II
II
II
CHECKED BY
3
108016
ISSUED FOR CONSTRUCTION
EL. 2021.83
07126116
100% PERMIT DOCUMENTS
1
WOWS
75% CONSTRUCTION DOCUMENTS
a
ISSUE
Ir
1
DESCRIPTION
m
o
a
-
ergy Duke EnMoss-Dowtlle Transmission Access Culvert
$
Z-1
CONTECH'
NS [
ausbunince. EolMOu
EL 2017.25
NOT
�. wran ar o. xwuxs wm ..wm
1 '..
EL. 2016.25
e d mmna wn mrt un INT m vwi
rreeu rnzm en wm rn rmmmr urenm
c
1 i
NC
i
—e
v msxm® oorcwr w.
Gastonia,
EL 2015.00
."m'.'""`"""•'®ix"r"'°'°Er. nm
-0"�'". mow," u.9"a""rx"`NOT be
—a—
ren ruvn nwmru xuuem omree
cum ru m ee eumo m ra einem er m
e¢owv n mane rerury wwumx
w+u vuun rr nrt auwnrm vrvm run
-.
ONBess
'vmO. mu'ui`�wxi`eiomx ma'vTwmrnwr
END VIEW - INLET END HEADWALL
Eli
m.,r e.wa.
r.a��
.
w�'
h
EL 20, B.B3
\
EL. 2015.25
EL. 2014.25
--_7..7—
-----------
EL 2013.00
END VIEW -OUTLET END HEADWALL
TLI
As sxowx
smas
.-.. o.m
_o'
mnuwamsiwa r
SesS -010-AL-¢ON-A
-
CONTLECH"
M) N=H'[=oss-Dowdle
eGasNnla,
Transmsson Access Culverte}No
TT
Le
INC
b 34
E
O2
FOR ENGINEERING, INC
OF THE CAROLINAS
4905 CHURCH STSTE 1000
CHARLOTTE, NC 2BOV
(Run 338-0700
N C.8.EL5. License Number Fml16
9
e %
v // EAL p2i
TCINEE/O F
r Ernn nw�
DUKE
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
DETAIL SHEET 2
0 1' T FILENAME ODD05.DWG SHEET
®OOD-05
SCALE 1'=1'
I❑
IC
IB
IA
II
II
II
II
II
n
II
II
DESIGN BY R. SAYSDEN, PE
II
II
II
II
II
II
u
II
II
II I
II
II
II
DESIGN BY
II
II
II
II
II
II
DRAWN BY
PLAN VIEW
II
II
II
II
CHECKED BY
3
108016
ISSUED FOR CONSTRUCTION
2
07126116
100% PERMIT DOCUMENTS
1
WOWS
75% CONSTRUCTION DOCUMENTS
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER 10032826
9
e %
v // EAL p2i
TCINEE/O F
r Ernn nw�
DUKE
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
DETAIL SHEET 2
0 1' T FILENAME ODD05.DWG SHEET
®OOD-05
SCALE 1'=1'
I❑
IC
IB
IA
II
II
II
II
II
n
II
II
45'-0"
II
II
II
II
II
II
u
II
II
II I
II
II
II
II
II
II
II
II
II
II
II
II
PLAN VIEW
II
II
II
II
ox
— a 25
S +ora
---" u sxawNOx
sxawx
— aanr
o
a
-
ergy Duke EnMoss-Dowtlle Transmission Access Culvert
$
--
CONTECH'
NS [
ausbunince. EolMOu
baccommussubb. NLTTE
y
Eebi�
NC
i
Gastonia,
9
e %
v // EAL p2i
TCINEE/O F
r Ernn nw�
DUKE
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
DETAIL SHEET 2
0 1' T FILENAME ODD05.DWG SHEET
®OOD-05
SCALE 1'=1'
I❑
IC
IB
IA

I I I
SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF CONTECH® ALUMINUM BOX CULVERT #1-87
—.
MINIMUM LIMS COMPACTEOSELECL
GRANULARRSLRUCTURAL BACXFILL
LIMITS OF
_...._. MY IP -------CO DNORMN ---
SUR
--MN,]L N IN TENOR LEVEL
MIN. COVER LEVELBRAD
11 S—
o..eew a..m roww. wirc.e.
asmm" =^uu�ru. eo mew
DESIGN BY
Lw
DRAWN BY
�
1 >
w
¢
CHECKED BY
Yl—
1012016
ISSUED FOR CONSTRUCTION
2
0714S16
PER ENGINEERING,
STSE1
OFTHECARCUNA5
CH RC TTE 2$TE 1000
ON)338670 INCNL 28202
(OBE.&woo
N.C.B.E.LS.Ocense Number FLi16
m..MILEnS
COMPACTED N ORMAL
— - DOORSILL
MINIMUM LIMS COMPACTEOSELECL
GRANULARRSLRUCTURAL BACXFILL
LIMITS OF
_...._. MY IP -------CO DNORMN ---
SUR
--MN,]L N IN TENOR LEVEL
MIN. COVER LEVELBRAD
DESIGN BY R. BAYSDEN, PE
DESIGN BY
Lw
DRAWN BY
�
1 >
w
¢
CHECKED BY
3
1012016
ISSUED FOR CONSTRUCTION
2
0714S16
100% PERMIT DOCUMENTS
1
06130116
75% CONSTRUCTION DOCUMENTS
NATURAL/��'��
ISSUE
DATE
DESCRIPTION
PROJECTNUMBER 10032826
COMPACTED N ORMAL
— - DOORSILL
MINIMUM LIMS COMPACTEOSELECL
GRANULARRSLRUCTURAL BACXFILL
LIMITS OF
_...._. MY IP -------CO DNORMN ---
SUR
--MN,]L N IN TENOR LEVEL
MIN. COVER LEVELBRAD
Lw
�
1 >
w
¢
W L
ALSO
i
NATURAL/��'��
e
-_
UNBIBTURBED
TE rvveeT
E J,
EMBANKMENT
r- X' .-- (aPT orvul
a
-T_
- -'
FOOTING PAD
REINFORCED CONCRETEfL
(OPTIONAL)
FOOTING (OPi GNAU
SECTION
Jam.\
CRrt CALBACKFLL-NE. PRESSURE ONSOL GREATESTHERE
AOOrt ONALBACXFLL NOTES..
TORY BARTLL XNTERSH PROPER PLACEMENT, NO COMPACTION ARE KEY
INITIAL FTS OVER CROWN OF STRUCTURE AS INDICATED By
CTG ITY
", RSIN OBTANNGMAXIMUM STRENGTHANO6iABIL
SIWDEDOAEA TO BE COMPACTED LO REQUIRED OENSItt
SORT HOND OPERATED EQUIPMENT OR WITH SMALL TRACTOR
THE SWUNFILL MATERIAL SHOULD BE FRE E OF SOCKS, FROZEN WMPS ANG FOREIGN
I04 OR SMALLER) DRAWN EQUIPMENT .
THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE FOSSO
.-SELL MgTER AL SHOULD BE WELL DEADER GRANULAR MATERIAL i-ATMEFTS
THE REQUIREMENTS OF PASHTO NI -145 FOR SOIL CLASSIFICATIONS A . A- A3.
6ELE.T.1ANDL-.TFUE-- BACHFLLL LIMITS,
MOHFILLM DST BE REPLACED SYMMETRICALLY ON EACH SIDE OF THESTRUCTURE
INS-LOOSELFT6. E40HL7[$TOBECOMPACTEDTOAMNIMUMOF90%DENSTY
OI
PMAA6 HTOT-180.
IL
A NIGH PERCENTAGE OF SILT ORf NE SAND IN THE NATIVE SOLS SUGGESTS THE
. ALL GRANULAR SACKFUL TO PLACER INA
WELLGMDEDGRANUTAD OACYiRL MATERIEL TO PREVENT 601E
FASHION IN THIN LIFTS SFE' LOWE NPICALLYj AND COMPACTED
MEGDEAf*CRN
7090 PERCENT OENERYPER AA6MO T160.
3. COMPLETE AND REGULAR MONRORING RETIRE ALUMINUM BOX
RING SACXEV., ONLY WAKE TRACKED VEHICLES LD4 OR SMALLER)SHOULD BE
EASFLLPROGRESBESABOVE THE CROWN ONOiOiHE
CULVERT SHAPE IS NECESSARY DURING ALL SACXFILLING OF
THESIRIICNRE
_...._ ___....
3, PREVENT VE RETORTION OF SHAPE AS NECESSARY BY
VARYING COMPACTION METiOW AND EQUIPMENT.
H WIDTH OTHER TEAR Sft SHALL BE BY DIRECTION OF THE
EN GINEEROFRECORO.
5 'H- = STRUCTURE RISE , MAXIMUM ALLOWABLE COVES FOR
SHAPE D ESIGNSPECIFIED.
DUKE
ENERGY®
DUKE ENERGY CAROLINAS
526 S CHURCH STREET
CHARLOTTE, NC 28202
MOSS-DOWDLE TRANSMISSION
ACCESS CULVERT DESIGN
DETAIL SHEET 3
O 1'2e FILENAME NEI
SHEET
®1"=1' OOD-06
SCALE
10
IC
IB
IA