SW3200601_07_SpeedwaySubstation_ConstructionDocuments_2020-06-23_20200720

SPEEDWAYSUBSTATIONPREPARED FORSWINERTONCOVER SHEETC0.0©PROJECT TEAM
GOVERNING AGENCIES
GENERAL INFORMATION
VICINITY MAP
CIVIL CONSTRUCTION DRAWINGS FOR
SPEEDWAY SUBSTATION
2410 WALLACE ROAD, MIDLAND, NORTH CAROLINA 28107
CABARRUS COUNTY, NC
PARCEL PIN: 55432835280000
SITE
PROJECT SITE
EROSION CONTROL NOTES
Know what's below.
before you dig.Call
R
LANDOWNER
EARTHWORK QUANTITIES
NORTH
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONGENERAL NOTESC0.1©GENERAL NOTES:EROSION CONTROL NOTESGENERAL EROSION CONTROL
GRADING:
PHASE 1 CONSTRUCTION SEQUENCE
PHASE 2 CONSTRUCTION SEQUENCE
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONGENERAL NOTESC0.2©”
“”
”
GUIDELINES FOR SITE DEVELOPMENT OF DUKE ENERGY SUBSTATIONS:
”
””
”
“”
“”
”
”
“”
””
”
”
”“””
””
·”“””
”“”
·”
·”
·
·
·”
·
·
·
GUIDELINES FOR ACCESS DRIVES OF DUKE ENERGY SUBSTATIONS:
“”
“
“”
“”“”
“”
“
”“”
“”
DUKE ENERGY ELECTRIC TRANSMISSION RIGHT-OF-WAY GUIDELINES/
RESTRICTIONS VALID FOR NORTH CAROLINA AND SOUTH CAROLINA:
TT
JONATHAN CHAD HAIGLER
APRIL A. HAIGLER
PIN: 55433945120000
DB. 9514 PG. 104
KARYN W HOLT-DRAKE
REGINALD J DRAKE
PIN: 55432963740000
DB. 1980 PG. 16
CELIA H HOOKS
PIN: 55432984400000
DB. 2409 PG. 169
SUSAN S FURR
THOMAS K FURR
PIN: 55433906700000
DB. 8700 PG. 283
IRA B. HOWELL JR.
PIN: 55432835280000
DB. 303 PG. 36
BUILDING
68' UTILITY RIGHT OF WAY
DB. 6954 PG. 201
ELENA TUCKER
PIN: 55433949570000
DB. 11681 PG. 300
WILLIAM F. TROUTMAN, SR &
HILDA C. TROUTMAN,
TRUSTEES OF THE
TROUTMAN LIVING TRUST
PIN:55433744680000
DB 4134 PG 242
WALLACE ROAD
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONEXISTINGCONDITIONS ANDDEMOLITION PLANC1.0©Know what's below.
before you dig.Call
R
DEMOLITION LEGEND
NORTH
TT
JONATHAN CHAD HAIGLER
APRIL A. HAIGLER
PIN: 55433945120000
DB. 9514 PG. 104
KARYN W HOLT-DRAKE
REGINALD J DRAKE
PIN: 55432963740000
DB. 1980 PG. 16
CELIA H HOOKS
PIN: 55432984400000
DB. 2409 PG. 169
SUSAN S FURR
THOMAS K FURR
PIN: 55433906700000
DB. 8700 PG. 283
IRA B. HOWELL JR.
PIN: 55432835280000
DB. 303 PG. 36
BUILDING
68' UTILITY RIGHT OF WAY
DB. 6954 PG. 201
ELENA TUCKER
PIN: 55433949570000
DB. 11681 PG. 300
WILLIAM F. TROUTMAN, SR &
HILDA C. TROUTMAN,
TRUSTEES OF THE
TROUTMAN LIVING TRUST
PIN:55433744680000
DB 4134 PG 242
WALLACE ROAD
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONPHASE 1 EROSIONCONTROL PLANC2.0©EROSION CONTROL LEGEND
NPDES GROUND COVER
SELF MONITORING AND INSPECTION NOTIFICATION
Know what's below.
before you dig.Call
R
NORTH
TT
JONATHAN CHAD HAIGLER
APRIL A. HAIGLER
PIN: 55433945120000
DB. 9514 PG. 104
KARYN W HOLT-DRAKE
REGINALD J DRAKE
PIN: 55432963740000
DB. 1980 PG. 16
CELIA H HOOKS
PIN: 55432984400000
DB. 2409 PG. 169
SUSAN S FURR
THOMAS K FURR
PIN: 55433906700000
DB. 8700 PG. 283
IRA B. HOWELL JR.
PIN: 55432835280000
DB. 303 PG. 36
BUILDING
68' UTILITY RIGHT OF WAY
DB. 6954 PG. 201
ELENA TUCKER
PIN: 55433949570000
DB. 11681 PG. 300
WILLIAM F. TROUTMAN, SR &
HILDA C. TROUTMAN,
TRUSTEES OF THE
TROUTMAN LIVING TRUST
PIN:55433744680000
DB 4134 PG 242
WALLACE ROAD
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONPHASE 2 EROSIONCONTROL PLANC2.1©NPDES GROUND COVER
SELF MONITORING AND INSPECTION NOTIFICATION
EROSION CONTROL LEGEND
Know what's below.
before you dig.Call
R
NORTH
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONEROSION CONTROLDETAILSC2.2©01TEMPORARY SILT FENCE
⁰
03SILT FENCE OUTLET 04TEMPORARY CONSTRUCTION ENTRANCE
””
02COIR FIBER COMPOST SOCK
SFSFSFSF
CONCRETE
WASHOUT
CONCRETE WASHOUT STATION 05
06
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONEROSION CONTROLDETAILSC2.3©01SKIMMER SEDIMENT BASIN
02TEMPORARY DIVERSION DITCH
SECTION A
PLAN VIEW
03
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONEROSION CONTROLDETAILSC2.4©SKIMMER
BAFFLE
XX
NCDEQ TEMPORARY SEEDING
RECOMMENDATIONS
·
·
·
·
·
TEMPORARY SEEDING RECOMMENDATIONS - LATE WINTER/EARLY SPRING TEMPORARY SEEDING - FALLTEMPORARY SEEDING - SUMMER
03
02
01
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONEROSION CONTROLDETAILSC2.5©XX
SURFACE ROUGHENING AND SLOPE TRACKING
DETAIL
“”
01BENCHING / KEYING SLOPES DETAIL
02
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONEROSION CONTROLDETAILSC2.6©CHANNEL
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2.Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up-slope portion
of the trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
compact the trench after stapling. Apply
seed to the compacted soil and fold the
remaining 12"(30cm) portion of RECPs
back over the seed and compacted soil.
Secure RECPs over compacted soil
with a row of staples/stakes spaced
approximately 12" apart across the
width of the RECPs.
3.Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4.Place consecutive RECPs end-over-end
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
apart and 4" on center to secure
RECPs.
5.Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6.Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7.In high flow channel applications a
staple check slot is recommended at 30
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8.The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
6
2
4
12"(30cm)
6"
(15cm)
6"
(15cm)
4"-6"
(10-15cm)
8
6"
(15cm)
5 7
4"(10cm)
3
1
A
B
C
A
B C
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
4"(10cm)
6"
(15cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
STAPLE
PATTERN GUIDE
NOTES:
* Use ECMDS for more accurate
staple pattern selection.
2"-5"
(5-12.5cm)
3.3'
(1m)
6'
(1.8m)
3'
(0.9m)
4'
(1.2m)
1.6'
(0.5m)
2'
(0.6m)
10"
(25cm)
10"(25cm)
20"(0.5m)
0.7 Staples per SQ.YD.1.15 Staples per SQ.YD.
1.7 Staples per SQ.YD.3.4 Staples per SQ.YD.3.75 Staples per SQ.YD.
4:1 Slopes (A)
3:1 Slopes (B)
2:1 Slopes (C)
1:1 & Steeper Slopes (D)
Medium/High Flow Channel (D)
High Flow Channel And
Shoreline (E)
Drawing Not To Scale
A B
C D E
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
6'
(1.8m)
3.3'
(1m)
3.3'
(1m)
3'
(0.9m)
3.3'
(1m)
3.3'
(1m)
3.3'
(1m)
1.6'
(0.5m)
4'
(1.2m)
4'
(1.2m)
2'
(0.6m)
2'
(0.6m)
20"(0.5m)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com
SLOPE
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2.Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up-slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3.Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5.Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
3B
4
2
5
1
3A
12"(30cm)
6"
(15cm)
6"
(15cm)
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
3"(7.5cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-772-2040
www.nagreen.com
RIP-RAP APRON AT PIPE OUTLET
RIP RAP SIZING CHART
02ROCK CHECK DAM
01
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONEROSION CONTROLDETAILSC2.7©NCDEQ IMMEDIATE STABILIZATION SEEDING RECOMMENDATION (NURSE CROP)
NCDEQ PRIMARY STABILIZATION SEEDING RECOMMENDATION (NON-NATIVE SPECIES)
NCDEQ PRIMARY STABILIZATION SEEDING RECOMMENDATION (NATIVE SPECIES)NCDEQ PRIMARY STABILIZATION NATIVE SPECIES SEED MIXES
PERMANENT SEEDING CONSTRUCTION SPECIFICATIONS AND MAINTENANCE
TT
JONATHAN CHAD HAIGLER
APRIL A. HAIGLER
PIN: 55433945120000
DB. 9514 PG. 104
KARYN W HOLT-DRAKE
REGINALD J DRAKE
PIN: 55432963740000
DB. 1980 PG. 16
CELIA H HOOKS
PIN: 55432984400000
DB. 2409 PG. 169
SUSAN S FURR
THOMAS K FURR
PIN: 55433906700000
DB. 8700 PG. 283
IRA B. HOWELL JR.
PIN: 55432835280000
DB. 303 PG. 36
BUILDING
68' UTILITY RIGHT OF WAY
DB. 6954 PG. 201
ELENA TUCKER
PIN: 55433949570000
DB. 11681 PG. 300
WILLIAM F. TROUTMAN, SR &
HILDA C. TROUTMAN,
TRUSTEES OF THE
TROUTMAN LIVING TRUST
PIN:55433744680000
DB 4134 PG 242
WALLACE ROAD
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONSITE PLANC3.0©Know what's below.
before you dig.Call
R
SITE LEGEND
NORTH
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONSITE DETAILSC3.1©01GRAVEL PAVEMENT SECTION
02ASPHALT PAVEMENT SECTION BEDDING AND TRENCH
TYPICAL CULVERT DETAIL
A
BB
A
TT
JONATHAN CHAD HAIGLER
APRIL A. HAIGLER
PIN: 55433945120000
DB. 9514 PG. 104
KARYN W HOLT-DRAKE
REGINALD J DRAKE
PIN: 55432963740000
DB. 1980 PG. 16
CELIA H HOOKS
PIN: 55432984400000
DB. 2409 PG. 169
SUSAN S FURR
THOMAS K FURR
PIN: 55433906700000
DB. 8700 PG. 283
IRA B. HOWELL JR.
PIN: 55432835280000
DB. 303 PG. 36
BUILDING
68' UTILITY RIGHT OF WAY
DB. 6954 PG. 201
ELENA TUCKER
PIN: 55433949570000
DB. 11681 PG. 300
WILLIAM F. TROUTMAN, SR &
HILDA C. TROUTMAN,
TRUSTEES OF THE
TROUTMAN LIVING TRUST
PIN:55433744680000
DB 4134 PG 242
WALLACE ROAD
SEE SHEET C4.1
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONGRADING ANDDRAINAGE PLANC4.0©Know what's below.
before you dig.Call
R
NORTH
GRADING AND DRAINAGE LEGEND
68' UTILITY RIGHT OF WAY
DB. 6954 PG. 201 SPEEDWAYSUBSTATIONPREPARED FORSWINERTONENLARGED PADGRADING ANDDRAINAGE PLANC4.1©Know what's below.
before you dig.Call
R
GRADING AND DRAINAGE LEGEND
NORTH
SPEEDWAYSUBSTATIONPREPARED FORSWINERTONGRADING ANDDRAINAGE DETAILSC4.2©01BENCHING / KEYING SLOPES DETAIL