20171082 Ver 1_Plans_20170328

LEGEND:
PROPERTY LINES
ROAD R/W LIMITS
EXISTING LINE R/W LIMITS
PROPOSED TRANSMISSION LINE
EXISTING TRANSMISSION LINE
STATION FENCE
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED CULVERT INSTALLATION
EXISTING UTILITY POLE
EXISTING TRANSMISSION STRUCTURE
ABBREVIATIONS:
(BOB) BASIS OF BEARING
(CBcM) 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 MGMT 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.0.1. 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
OE OE
X X
� 930.00
�
ABBREVIATIONS CON'T:
HSS HOLLOW STEEL SECTION
HWF HOG WIRE FENCE
JT JOINT
LF LINEAR FOOT
MIN MINIMUM
MOL MORE OR LESS
MON MONUMENT
N NORTH, NORTHING
N.0.1. 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
T8cB TOP AND BOTTOM
TOC TOP OF CONCRETE
TOF TOP OF FOOTER
TOW TOP OF WALL
TYP TYPICAL
VERT VERTICAL
W WEST
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www. n c811. org
Dial 811 or 1-800-632-4949
ESTIMATED QUANTITIES:
CABARRUS COU NTY NORTH CAROLI NA
,
F E B RUARY 3 2017
,
NOTE: QUANTITIES ARE ESTIMATES ONLY, CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF QUANTITIES DURING THE BIDDING
PROCESS AND PRIOR TO CONSTRUCTION ACTIVITIES.
DEMOLITION / REMOVAL: QTY UNITS
48" CMP CULVERT .................................................................. 24 LF
BARBWIRE FENCE .................................................................... 450 LF
CLEARING & GRUBBING: QTY UNITS
ACCESS ROAD AREA .............................................................. 4200 SY
BOX CULVERT CROSSING AREA ............................................. 500 LF
T—POST SALVAGE ROPE ........................................................ 200 LF
EROSION & SEDIMENT CONTROL: QTY UNITS
SILT FENCE ............................................................................ 410 LF
CHECK DAMS ......................................................................... 4 EA
CREEK BOTTOM ..................................................................... TBD LF
GRADING & DRAINAGE:
ACCESS ROAD CUT ...............................................................
ACCESS ROAD FILL ...............................................................
CULVERT CROSSING CUT ......................................................
CULVERT CROSSING FILL ......................................................
CRUSHED ROCK ....................................................................
PERMANENT SEEDING ...........................................................
18" ARCHED RCP PIPE .........................................................
4—STRAND BARBWIRE FENCE ...............................................
QTY
TBD
TBD
TBD
TBD
TBD
TBD
90
1550
UNITS
LF
LF
LF
LF
LF
LF
LF
LF
CREEK CROSSING: QTY UNITS
PRECAST CONCRETE BOX CULVERTS ................................... 2 EA
CONCRETE WING WALLS ........................................................ 4 EA
D50=12", 24" THICK RIPRAP ............................................... TBD LF
SURVEY:
PREPARED BY: JAMES STRICKLAND
123 W WASHINGTON ST
NASHVILLE, NC 27856
PHONE: [phone]
DATED: JANUARY 24, 2017
GENERAL NOTE: 1. SIGNED DRAWING CONTAINS 1—FT CONTOURS
2. THIS SURVEY IS OF AN EXISTING PARCEL
0
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VICINITY MAP CABARRUS COUNTY, NC
SCALE 3" = 1 MILE NOT TO SCALE
GENERAL CONTRACTOR NOTES: PROJECT DESCRIPTION:
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 DUKE 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.
FLOOD ZONE CERTIFICATION
THIS IS TO CERTIFY THAT THIS PROPERTY IS LOCATED WITHIN THE ZONE "X"
FLOOD HAZARD AREA PER FEMA MAP NUMBER 3710468300J DATED
NOVEMBER 5, 2008 AS PUBLISHED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA).
ZONE "X" AS DEFINED BY FEMA IS:
AREAS OF 0.2� ANNUAL CHANCE FLOOD; AREAS OF 1� ANNUAL CHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE
AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM
1% ANNUAL CHANCE FLOOD.
FLOOD INSURANCE RATE MAP:
FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
COMMUNITY PANEL SUFFIX FIRM FIRM gASE—FLOOD—DEPTH
NUMBER NUMBER DATE ZONE
370036 4683 J 11/05/08 X DEPTH = 1'*
*AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1� ANNUAL CHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1' OR WITH DRAINAGE AREAS
LESS THAN 1 SQUARE MILE.
UC �YNE��TIC °
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
DUKE ENERGYIS CREATING A NEW ACCESS ROAD ON THEIR PROPERTY TO
REPLACE THE EXISTING OFFSITE ROAD AND UNSAFE BRIDGE TO ACCESS THE
FUTURE SUBSTATION AND FOR TWO CURRENT RESIDENTIAL PROPERTIES. THIS
WILL INCLUDE A NEW CROSSING OF EMERSON BRANCH, REPLACING THE
EXISTING 48" CULVERT WITH PRECAST CONCRETE BOX CULVERTS.
SCOPE OF WORK:
INSTALL ALL EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION
ENTRANCE, INSPECT AND REWORK CHECK DAMS, AND A PERMANENT
DETENTION BASIN) PRIOR TO START OF CONSTRUCTION.
CLEAR AND GRUB APPROXIMATELY 2.0 ACRES.
GRADE AND GRAVEL ACCESS DRIVE FROM MOORESVILLE ROAD.
REMOVAL OF EXISTING 48" CULVERT IN EMERSON BRANCH.
CLEAR AND GRUB APPROXIMATELY .07 ACRES FOR NEW CULVERT CROSSING.
INSTALL PRECAST BOX CULVERTS IN EMERSON BRANCH.
A SEPARATE PERMITTING PACKAGE CONTAINS INFORMATION PERTAINING TO
CORP OF ENGINEER 404 CREEK REQUIREMENTS.
NO TRANSMISSION OR DISTRIBUTION WORK IS REQUIRED FOR THIS PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES
FOR THE DURATION OF THE PROJECT. SIGNAGE OR OTHER CONTROL
MEASURES SHALL BE IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION REQUIREMENTS.
PARCEL DATA:
OWNER: DUKE ENERGY CAROLINAS, LLC
422 SOUTH CHURCH STREET
CHARLOTTE, NC 28242-0001
PHONE: [phone]
PHYSICAL ADDRESS: 9001 MOORESVILLE ROAD
CONCORD, NC 28027
PID NUMBER: 03-005-0015.00
LAND UNIT NUMBER: 1005604
TOTAL AREA: UNKNOWN
PARCEL ZONING: AO — AGRICULTURAL OPEN DISTRICT
SITE DATA:
TOTAL SITE AREA:
TOTAL DISTURBED AREA:
EXISTING IMPERVIOUS AREA:
PROPOSED GRAVEL AREA:
RIVER BASIN:
WATERSHED:
STREAM NAME:
PROJECT DRAWING LIST
15.15 +/- AC.
2.0 AC.
0 AC.
0.53 AC.
YADKIN
WS-11
CODDLE CREEK TRIB. 4 (FIRM)
EMERSON BRANCH (USDA)
DWG. NO. REV. DRAWING TITLE
2709523SDV SH.1 A COVER SHEET
2709523SDV SH.2 A GENERAL CIVIL NOTES
2709523SDV SH.3 A ACCESS ROAD OVERALL PLAN
2709523ERC SH.1 A ACCESS ROAD EROSION CONTROL PLAN
2709523ERC SH.2 A ACCESS ROAD EROSION CONTROL DETAILS
2709523GRA SH.1 A ACCESS ROAD PLAN & PROFILE
2709523GRA SH.2 A ACCESS ROAD & MOORESVILLE RD INTERSECTION
2709523GRA SH.3 A ACCESS ROAD SECTIONS
2709523GRA SH.4 A ACCESS ROAD TYPICAL SECTIONS AND DETAILS
2709523GRA SH.S A ACCESS ROAD BOX CULVERT PLAN AND PROFILE
2709523GRA SH.6 A ACCESS ROAD PRECAST CONCRETE BOX CULVERT
F I L E NAM E: 27095235DV. DWG

GENERAL SITE NOTES:
1. THE VERTICAL DATUM FOR THIS PROJECT IS BASED ON NAVD 88. A 1' CONTOUR
INTERVAL IS SHOWN.
2. PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD AREA AS DETERMINED BY FEMA MAP
NUMBER 3710468300J, EFFECTIVE NOVEMBER 5, 2008.
3. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACK OUT OF MUD
ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST.
THE CONTRACTOR SHALL DAILY REMOVE MUD/DOIL FROM PAVEMENT, AND AS MAY BE
REQUIRED.
4. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR
OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE
INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE
DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN
THE LAST ROW OF SILT FENCE AND ALL WOS.
5. A COPY OF THE SWPPP, INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED
AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL
BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO
THE DATE THAT FINAL STABILIZATION IS REACHED.
6. IF EXISTING BMP'S NEED TO BE MODIFIED OR IF ADDITIONAL BMP'S ARE NECESSARY TO
COMPLY WITH THE REQUIREMENTS OF THE PERMIT AND/OR NC'S WATER QUALITY
STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT
WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS
IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE
BMP'S MUST BE IMPLEMENTED AS SOON AS POSSIBLE.
7. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH
AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION
ACTIVITIES.
8. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHALL BE STABILIZED
WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDRO SEEDING. IT MAY BE
NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY
BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF
THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
BUT IN NO CASE MORE THAN FOURTEEN DAYS AFTER WORK HAS CEASED EXCEPT AS
STATED BELOW:
9.1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN
GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS
PRACTICABLE.
9.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,
AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY
STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE
SITE.
10. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY
CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A
BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED THE PERMITTEE MUST
ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE
BMP WITHIN 48 HOURS OF IDENTIFICATION.
11. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE
CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE
FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE
STATE.
12. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
13. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OF STABLE OUTLETS.
14. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT
POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND
CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE
PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
15. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H: 1 V OR GREATER)
WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND
WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.
16. MINIMIZE SOIL COMPACTION AND, WHERE POSSIBLE, PRESERVE TOPSOIL.
17. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL
WASH WATER, AND OTHER WASH WATERS, WASH WATERS MUST BE TREATED IN A
SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER
TREATMENT PRIOR TO DISCHARGE.
18. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DE-WATERING OF TRENCHES AND
EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE
BMP'S (SEDIMENT BASIN, FILTER BAG, ETC.)
19. THE FOLLOWING DISCHARGES FROM THE SITE ARE PROHIBITED:
19.1. WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE
CONTROL (SUCH AS A CONCRETE WASHOUT PIT)
19.2. WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS,
CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;
19.3. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION
AND MAINTENANCE;
19.4. SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING
20. AFTER CONSTRUCTION ACTIVITIES BEGIN, SWPPP INSPECTION MUST BE CONDUCTED AT A
MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL
FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.
21. FOR EROSION CONTROL MATERIALS, REFER TO DRAWING PLAN & DETAILS THIS SET.
GENERAL EROSION CONTROL NOTES:
ESTABLISHING VEGETATION
GENERAL REQUIREMENTS:
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING, AND MULCHING
DISTURBED AREAS.
MATERIALS:
A. LIME IS NOT REQUIRED FOR TEMPORARY SEEDING UNLESS A SOIL TEST SHOWS THAT THE
SOIL PH IS BELOW 5.0. IT MAY BE DESIRABLE TO APPLY LIME DURING THE TEMPORARY
SEEDING OPERATION TO BENEFIT THE LONG-TERM PERMANENT SEEDING. APPLY A
MINIMUM OF 1.5 TONS OF LIME/ACRE (70 LBS./1000 FTz) WHEN USED.
B. APPLY A MINIMUM OF 500 POUNDS PER ACRE OF 10-10-10 FERTILIZER (11.5 POUNDS PER
1000 SQUARE FEET) OR EQUIVALENT DURING TEMPORARY SEEDING UNLESS A SOIL TEST
INDICATES A DIFFERENT REQUIREMENT. INCORPORATE FERTILIZER AND LIME (IF USED) INTO
THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR OTHER MEANS WHERE CONDITIONS
ALLOW.
C. SEED SELECTION IS BASED ON GEOGRAPHICAL LOCATION, SOIL TYPE AND THE SEASON OF
THE YEAR IN WHICH THE PLANTING IS TO BE DONE. USE THE TABLES IN APPENDIX C AS
A GUIDE FOR CONVENTIONAL TILLAGE METHODS (PLOWING, SEEDBED PREPARATION,
HYDROSEEDING, ETC). IF A FAST GROWING CROP TO NURSE THE PERMANENT SPECIE OR
SPECIES IS REQUIRED, THEN USE THE RATE MIX.
D. USE MULCH WITH TEMPORARY SEED APPLICATIONS TO RETAIN SOIL MOISTURE AND REDUCE
EROSION DURING THE ESTABLISHMENT OF VEGETATION. TYPICAL MULCH APPLICATIONS
INCLUDE STRAW, WOOD FIBER, HYDROMULCHES, BFM AND FGM. USE HYDROMULCHES WITH
A MINIMUM BLEND OF 70� WOOD FIBERS.
PREPARATION OF SEEDBED:
LOOSEN THE SOIL SURFACE BEFORE BROADCASTING THE SEED. APPLY SEED EVENLY BY THE
MOST CONVENIENT METHOD AVAILABLE FOR THE TYPE OF SEED USED AND THE LOCATION OF
THE TEMPORARY SEEDING. TYPICAL APPLICATION METHODS INCLUDE BUT ARE NOT LIMITED TO
CYCLONE SEEDERS, ROTARY SPREADERS, DROP SPREADERS, BROADCAST SPREADERS, HAND
SPREADERS, CULTIPACKER SEEDERS, AND HYDRO-SEEDERS. COVER APPLIED SEED BY RAKING
OR DRAGGING A CHAIN, AND THEN LIGHTLY FIRM THE AREA WITH A ROLLER OR CULTIPACKER.
SEEDING:
TEMPORARY STABILIZATION IS REQUIRED WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IS
COMPLETE UNLESS CONSTRUCTION ACTIVITY IS GOING TO RESUME WITHIN 21 DAYS. COVER
SEEDED AREAS WITH AN APPROPRIATE MULCH TO PROVIDE PROTECTION FROM THE WEATHER.
WHEN THE TEMPORARY VEGETATION DOES NOT GROW QUICKLY OR THICK ENOUGH TO PREVENT
EROSION, RE-SEED AS SOON AS POSSIBLE. KEEP SEEDED AREAS ADEQUATELY MOIST.
IRRIGATE THE SEEDED AREA IF NORMAL RAINFALL IS NOT ADEQUATE FOR THE GERMINATION
AND GROWTH OF SEEDLINGS. WATER SEEDED AREAS AT CONTROLLED RATES THAT ARE LESS
THAN THE RATE AT WHICH THE SOIL CAN ABSORB WATER TO PREVENT RUNOFF.
SILT FENCE MAINTENANCE:
1. INSPECT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
2. IF FABRIC IS TORN OR INEFFECTIVE IN ANY WAY, REPLACE FABRIC PROMPTLY
3. IF A POST HAS COLLAPSED, REPLACE IMMEDIATELY
4. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE FOR NEXT
RAINFALL
5. REMOVE FENCE ONLY AFTER GRADED AREAS HAVE BEEN EFFECTIVELY STABILIZED
MULCHING:
USE MULCH WITH TEMPORARY SEED APPLICATION TO RETAIN SOIL MOISTURE AND REDUCE
EROSION DURING THE ESTABLISHMENT OF VEGETATION. TYPICAL MULCH APPLICATIONS INCLUDE
STRAW, WOOD FIBER, HYDROMULCHES, BFM AND FBM. USE HYDROMULCHES WITH A MINIMUM
BLEND OF 70� WOOD FIBERS.
THE MOST COMMONLY ACCEPTED MULCH USED IN CONJUNCTION WITH TEMPORARY SEEDING IS
MALL GRAIN STRAW. THIS STRAW SHOULD BE DRY AND FREE FROM MOLD DAMAGE AND
NOXIOUS WEEDS. THE STRAW MAY NEED TO BE ANCHORED WITH NETTING OR EMULSIONS TO
PREVENT IT FROM BEING BLOWN OR WASHED AWAY. APPLY THE STRAW MULCH BY HAND OR
MACHINE AT THE RATE OF 1.5-2 TONS PER ACRE (90 POUNDS PER 1000 SQUARE FEET).
RE-SEEDING:
RE-SEED AREAS WHERE SEEDING DOES NOT GROW QUICKLY, THICK ENOUGH, OR ADEQUATELY
TO PREVENT EROSION. BASE SEED SELECTION ON LOCAL REQUIREMENTS AND SPECIFICATIONS.
INSPECTION AND MAINTENANCE:
INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 INCHES OR MORE OF PRECIPITATION.
COVER SEEDED AREAS WITH MULCH TO PROVIDE PROTECTION. FREQUENT INSPECTIONS ARE
NECESSARY TO CHECK THAT CONDITIONS FOR GROWTH ARE GOOD.
SUPPLY TEMPORARY SEEDING WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED,
ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON ADVERSE SITES. CONTROL WATER
APPLICATION RATES TO PREVENT RUNOFF.
BASE SEED SELECTION ON LOCAL SPECIFICATIONS.
AREAS WHERE THE PLANTS DO NOT GROW QUICK ENOUGH, THICK ENOUGH, OR ADEQUATELY
ENOUGH TO PREVENT EROSION SHOULD BE RE-SEEDED.
APPROXIMATE QUANTITIES ARE SHOWN ON THE COVER SHEET AND OR THE EROSION CONTROL
PLAN. QUANTITIES THAT ARE SHOWN ARE APPROXIMATE AND FOR REFERENCE ONLY. THE
CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES REQUIRED BY THE PLANS AND FIELD
CONDITIONS. ALL REQUIRED EROSION CONTROL MATERIALS SHALL BE SUPPLIED BY THE
CONSTRUCTION CONTRACTOR AND ALL TEMPORARY MEASURES TO BE REMOVED BY THE
CONTRACTOR AFTER STABILIZATION IS ACHIEVED.
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GENERAL GRADING NOTES:
AREAS TO BE GRADED SHALL BE TREATED AS FOLLOWS:
1. CONTRACTOR SHALL NOTIFY NORTH CAROLINA 811 A MINIMUM OF 48 HOURS BEFORE
BEGINNING EXCAVATION TO VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES.
2. EXISTING UNDERGROUND AND OVERHEAD UTILITIES, PAVEMENT, STRUCTURES AND OTHER
FEATURES DEPICTED ON THE DRAWINGS ARE SHOWN IN THE APPROXIMATE LOCATIONS
ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY IN THE FIELD
THE EXACT LOCATION OF THESE OR ANY OTHER EXISTING FEATURES IN OR ADJACENT TO
THE PROJECT LIMITS.
3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION PHASES OF THIS PROJECT.
THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE
ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR
SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.
THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN ACCORDANCE WITH ALL APPLICABLE
OSHA STANDARDS.
6. ALL AREAS TO BE DISTURBED BY LAND GRADING SHALL BE CLEARED AND GRUBBED TO
REMOVE VEGETATION, ROOTS AND OTHER DEBRIS. REMOVAL OF TREES WITHIN THE TREE
CLEARING LIMITS SHOWN ON PLAN SHALL BE PERFORMED BY THE CONTRACTOR.
CONTRACTOR SHALL AVOID DISTURBING NATURAL DRAINAGE COURSES UNLESS SHOWN ON
THE GRADING PLAN AND PROPER EROSION CONTROL MEASURES ARE INSTALLED. TOP SOIL
INCLUDING GRASS SHALL BE REMOVED IN THE AREA WHICH WILL BE GRADED.
7. CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FROM ALL AREAS THAT WILL BE
DISTURBED BY EXCAVATION, FILLING, OR COMPACTION. STOCKPILE TOPSOIL SO THAT
NATURAL DRAINAGE IS NOT DISTURBED AND AVOID STOCKPILING ON STEEP SLOPES. SIDE
SLOPES OF STOCKPILE SHOULD NOT EXCEED 2:1
8. DISTRIBUTE STOCKPILED TOPSOIL OVER DISTURBED AREAS TO A MINIMUM COMPACTED
DEPTH OF 4 INCHES. TOPSOIL SHALL BE UNIFORM IN DEPTH AND FREE OF ROCKS AND
DEBRIS.
9. SEEDING AND MULCHING SHALL BE PERFORMED BY THE CONTRACTOR. ALL DISTURBED
AREAS EXCLUDING GRAVELED, PAVED AND RIP-RAP AREAS, SHALL BE SEEDED, FERTILIZED
AND MULCHED.
10. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH MULCH, VEGETATION,
CRUSHED STONE, RIP-RAP OR OTHER MEASURES AS SOON AS WORK IS COMPLETED, OR IF
WORK IS INTERRUPTED FOR 14 OR MORE WORKING DAYS.
11. THE ORIGINAL GROUND SURFACES SHALL BE CLEARED AND GRUBBED TO REMOVE ALL
VEGETATION AND ORGANIC MATERIAL. SOFT MATERIAL THAT WILL NOT COMPACT SHALL BE
REMOVED AND REPLACED WITH A COMPACTABLE MATERIAL THAT HAS BEEN APPROVED BY
ENGINEERING. AREAS THAT WILL RECEIVE FILL OR FINISH PAVING SHALL HAVE THE TOP 6"
COMPACTED TO A MINIMUM OF 95� OF MAXIMUM DRY DENSITY.
12. MAXIMUM DRY DENSITY SHALL BE DETERMINED BY ASTM D-1557-91 (RE-APPROVED 1998)
(MODIFIED PROCTOR) IN-PLACE DENSITY AND MOISTURE PROBES.
13. FILL MATERIAL SHALL BE FREE FROM BRUSH, RUBBISH, OVERSIZED ROCKS OR OTHER
OBJECTIONABLE MATERIAL EARTH FILL IS TO BE PLACED IN 6" MAX. LIFTS AND
THOROUGHLY COMPACTED WITH SEVERAL PASSES OF A SHEEP'S FOOT ROLLER TO KEEP
SHRINKAGE TO A MINIMUM. A VIBRATORY ROLLER SHALL BE USED INTERMITTENTLY SUCH
THAT NO SHRINKAGE ALLOWANCE WILL BE REQUIRED TO THE ELEVATIONS SHOWN ON THIS
DRAWING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RECORDS TO VERIFY THAT
EMBANKMENT ARE CONSTRUCTION TO 95� MODIFIED PROCTOR DENSITY.
14. WHERE ACCESS ROAD TIES INTO EXISTING ROADWAY MATCH TOP OF SURFACE AND SLOPE
AS REQUIRED TO PROVIDE SMOOTH TRANSITIONS.
15. SEE PROOF ROLLING NOTES ON ACCESS ROAD PLANS
16. RE-GRADE EXISTING DITCHES AS NECESSARY TO CREATE POSITIVE DRAINAGE.
17. APPROXIMATE GRADING AND EARTHWORK MATERIAL QUANTITIES ARE AS FOLLOWS:
CUT (SPOIL): TBD
*FILL (SUITABLE BACKFILL MATERIAL): TBD
ACCESS ROAD SURFACE: TBD
PIPE BEDDING MATERIAL: TBD
*PRIOR TO USING ANY STRUCTURAL BACKFILL, THE SOIL REPORTS AND REQUIRED
COMPACTION-DENSITY CURVES SHALL BE SUBMITTED FOR ENGINEERING REVIEW AND/OR
APPROVAL.
NOTE:
QUANTITIES SHOWN ARE APPROXIMATE AND FOR THE AID OF THE CONTRACTOR.
CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES REQUIRED. ALL REQUIRED GRADING AND
EARTHWORK MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR.
GENERAL EARTHWORK NOTES:
1. SOILS EXCAVATED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL
MANNER.
2. IMPORTED MATERIALS TO BE USED FOR STRUCTURAL FILL SHALL ADHERE TO THE DUKE
EARTHWORK SPECIFICATION. IMPORT FILL GRADATIONS SHALL BE SUBMITTED TO DUKE FOR
APPROVAL PRIOR TO USE OF IMPORT SOILS AT THE SITE.
INSPECTIONS, TESTS, AND REPORTS:
ALL REQUIRED INSPECTIONS AND TESTS SHALL BE PERFORMED BY A QUALIFIED AND APPROVED
TESTING AND INSPECTION AGENCY. COPIES OF ALL INSPECTION AND TEST REPORTS SHALL BE
FURNISHED TO THE ENGINEER OF RECORD. ONE SET OF INSPECTION REPORTS SHALL BE KEPT
ON SITE.
VC �YNE�6ETIC °
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
GENERAL DEMOLITION NOTES:
1. MATERIAL REMOVED FROM THIS PROJECT SITE SHALL BE DISPOSED OF IN A PROPER AND
LEGAL MANNER.
2. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED, OWNER SHALL BE NOTIFIED IMMEDIATELY
TO PROVIDE DIRECTION.
3. THE CONTRACTOR SHALL REDUCE AIRBORNE DUST DURING DEMOLITION PER LOCAL OR STATE
REQUIREMENTS.
4. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS REQUIRED DURING
DEMOLITION PER EROSION CONTROL DOCUMENT.
5. CONTRACTOR MUST TAKE CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITIES,
ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES MUST BE LOCATED PRIOR TO START OF
DEMOLITION.
6. EXISTING STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED IN THEIR ENTIRELY.
7. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES TO PERFORM ALL OPERATION
REQUIRED FOR COMPLETE DEMOLITION AND RELATED WORK AS DESCRIBED AND SPECIFIED.
8. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE ITEMS THAT ARE
INTENDED TO REMAIN.
9. ANYTHING DAMAGED AT THE TIME OF WORK IS TO BE REPAIRED AND/OR REPLACED TO
MATCH EXISTING CONSTRUCTION AT CONTRACTORS EXPENSE.
ENGINEERS'S NOTES:
THE CONTRACTOR SHALL MAKE NO CLAIM AGAINST THE OWNER OR THE ENGINEER REGARDING
ALLEGED INACCURACY OF CONSTRUCTION STAKES SET BY THE ENGINEER UNLESS ALL SURVEY
STAKES SET BY THE ENGINEER ARE MAINTAINED INTACT AND CAN BE VERIFIED AS TO THEIR
ORIGIN. IF, IN THE OPINION OF THE ENGINEER, THE STAKES ARE NOT MAINTAINED INTACT AND
CANNOT BE VERIFIED AS TO THEIR ORIGIN, ANY REMEDIAL WORK REQUIRED TO CORRECT ANY
ITEM OR IMPROPER CONSTRUCTION WORK IN THIS DEVELOPMENT SHALL BE PERFORMED AT THE
SOLE EXPENSE OF THE RESPONSIBLE CONTRACTOR OR SUBCONTRACTOR.
NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED
TO CREATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR
OR ANY SUBCONTRACTOR.
THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS UTILIZED IN
CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S
FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
AN ATTEMPT HAS BEEN MADE TO SHOW THE LOCATIONS OF ALL UNDERGROUND OBSTRUCTIONS
AND UTILITY LINES IN THE WORK AREA, HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR DETERMINING AND IDENTIFYING THE EXACT LOCATION OF UTILITIES IN THE AREA. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITY LINES ENCOUNTERED
DURING CONSTRUCTION AND PROTECTION OF UTILITIES IN PLACE.
REDLINE DRAWINGS SHALL BE SUBMITTED TO DUKE ENGINEERING BY CONTRACTOR UPON
COMPLETION OF WORK.
CONTRACTOR IS TO NOTIFY DUKE ENGINEERING OF ANY HORIZONTAL OR VERTICAL SURVEY
DISCREPANCIES FOUND DURING THE LAYOUT OF THE PROJECT PRIOR TO START OF
CONSTRUCTION. ANY DEVIATION IN EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION
OF ENGINEER BEFORE CONSTRUCTION STARTS. ENGINEER WILL NOT BE RESPONSIBLE FOR
REMOVAL, REPLACEMENT, OR OTHER MODIFICATIONS THAT MAY BE REQUIRED AS A RESULT OF
EXISTING CONDITIONS NOT PROPERLY VERIFIED AND CONFIRMED. SHOULD AN ERROR BE FOUND
IN THE HORIZONTAL 8c VERTICAL CONDITIONS, ENGINEER WILL BE NOTIFIED AND CONSTRUCTION
WILL NOT PROCEED UNTIL REVISIONS/MODIFICATIONS HAVE BEEN PREPARED AND SUBMITTED BY
ENGINEER.
APPROVAL OF THESE PLANS SHALL NOT PREVENT THE CITY/COUNTY FROM REQUIRING
CORRECTION OF ERROR IN THE PLANS WHERE SUCH ERRORS ARE SUBSEQUENTLY FOUND TO BE
IN VIOLATION OF ANY LAW, ORDINANCE, OR OTHER HEALTH/SAFTEY ISSUE.
ALL UNDERGROUND STRUCTURES (BOX CULVERT, REINFORCED CONCRETE PIPE, CAST-IN-PLACE
PIPE, CONDUITS, AND/OR CORRUGATED METAL PIPE, ETC) SHOWN ON THESE PLANS ARE
DESIGNED FOR STANDARD HIGHWAY LOADINGS. THE STANDARD SATISFACTORY MINIMUM COVER
REQUIREMENTS AS ESTABLISHED BY THE STRUCTURE MANUFACTURER MAY NOT ALWAYS BE
ADEQUATE DURING CONSTRUCTION. WHEN CONSTRUCTION EQUIPMENT, FREQUENTLY HEAVIER
THAN TRAFFIC LOADS FOR WHICH THE STRUCTURE HAS BEEN DESIGNED, IS TO BE DRIVEN
OVER OR CLOSE TO THE BURIED STRUCTURE, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE
STRUCTURE. THE ADEQUACY OF THE COVER REQUIREMENTS FOR STRUCTURE SHALL BE
ANALYZED AND CHECKED BY THE CONTRACTOR TO ADDRESS LOADING CONDITIONS IMPOSED BY
CONSTRUCTION ACTIVITY. ANY DAMAGE BY CONSTRUCTION ACTIVITY SHALL BE REPLACED AT
THE CONTRACTOR'S EXPENSE.
ALL EARTHWORK CONSTRUCTION SHALL CONFORM TO DUKE ENERGY EARTHWORK SPECIFICATION
31-00-00, THE LATEST NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
DETAILS AND/OR SPECIFICATIONS INCLUDING ANY SUPPLEMENTS THERETO AND THE SOILS
REPORT PREPARED BY A GEOTECHNICAL ENGINEER.
F I L E NAM E: 27095235DV. DWG

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