20201860 Ver 1_121951_Kerwin IFC_20210107

902 W MOUNTA I N
KERNERSV LLE, NC
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TRANSMISSION CORRIDOR
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PROPERTY MAP 1
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SCALE IN FEET
STREE
PPnPn�ED SUBSTATION
CONTRACTOR HAUL
ROUTE ALONG EXISTING
GRAVEL ROAD FROM
KERWIN CIRCLE
ISSUED FOR
CONSTRUCTION
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LOCATION MAP 2
NOT TO SCALE
PROJECT DATA:
PROPERTY OWNER:
DUKE ENERGY CAROLINAS LLC
TAX DEPT — PB05B
PO BOX 1007
CHARLOTTE, NC 28201-1007
PHONE: [phone]
MIKE ROBINSON
C/O DUKE ENERGY
526 S. CHURCH STREET
CHARLOTTE, NC 28202
PHONE: [phone]
PROJECT NAME:
KERWIN CIRCLE RETAIL SUBSTATION
PROJECT LOCATION:
PIN# 6877-01 —5228
1902 W MOUNTAIN STREET, KERNERSVILLE, NC
PROJECT IS LOCATED IN FORSYTH COUNTY ALONG
WEST MOUNTAIN STREET, APPROXIMATELY 600 FEET
EAST OF KERWIN CIRCLE AND OLD HOLLOW ROAD
INTERSECTION.
PROPERTY DATA:
ZONING CLASSIFICATION: HI — HEAVY INDUSTRIAL
TOTAL PROPERTY SIZE: 13.27 AC
PROPOSED DEVELOPMENT: GRAVEL SUBSTATION PAD
AND ACCESS ROADS
SHEET NO.
SHEET TITLE
REV.
REV. DATE
2710093SDV
SHT
1
COVER & INDEX
D
11/30/2020
SHT
2
LEGEND AND GENERAL NOTES
D
11/30/2020
SHT
3
ACCESS & SAFETY NOTES
C
11/30/2020
SHT
4
OVERALL PLAN
D
11/30/2020
SHT
5
DEMOLITION PLAN — 1
D
11/30/2020
SHT
6
DEMOLITION PLAN — 2
D
11/30/2020
SHT
7
DEMOLITION PLAN — 3
D
11/30/2020
SHT
8
SITE PLAN — 1
D
11/30/2020
SHT
9
SITE PLAN — 2
D
11/30/2020
SHT 10
SITE PLAN — 3
D
11/30/2020
SHT
11
CIVIL SITE & FENCE DETAILS
C
11/30/2020
2710093ERC
SHT
1
EROSION CONTROL PLAN PHASE I—
1
C
11/30/2020
SHT
2
EROSION CONTROL PLAN PHASE I—
2
C
11/30/2020
SHT
3
EROSION CONTROL PLAN PHSE I—
3
C
11/30/2020
SHT
4
EROSION CONTROL PLAN PHASE II
— 1
C
11/30/2020
SHT
5
EROSION CONTROL PLAN PHASE II
— 2
C
11/30/2020
SHT
6
EROSION CONTROL PLAN PHASE II
— 3
C
11/30/2020
SHT
7
EROSION CONTROL PLAN PHASE III
— 1
C
11/30/2020
SHT
8
EROSION CONTROL PLAN PHASE III
— 2
C
11/30/2020
SHT
9
EROSION CONTROL PLAN PHASE III
— 3
C
11/30/2020
SHT 10
EROSION CONTROL DETAILS — 1
C
11/30/2020
SHT
11
EROSION CONTROL DETAILS — 2
C
11/30/2020
SHT 12
EROSION CONTROL DETAILS — 3
C
11/30/2020
SHT 13
TEMPORARY ACCESS ROADWAY PROFILES
A
11/30/2020
2710093GRA
SHT
1
GRADING PLAN — 1
D
11/30/2020
SHT
2
GRADING PLAN — 2
D
11/30/2020
SHT
3
GRADING PLAN — 3
D
11/30/2020
SHT
4
ROADWAY PROFILES — 1
D
11/30/2020
SHT
5
ROADWAY PROFILES — 2
D
11/30/2020
SHT
6
GRADING DETAILS — 1
C
11/30/2020
2710093DRG
SHT
1
DRAINAGE PLAN — 1
C
11/30/2020
SHT
2
DRAINAGE PLAN — 2
C
11/30/2020
SHT
3
DRAINAGE PLAN — 3
C
11/30/2020
SHT
4
DRAINAGE PROFILES — 1
C
11/30/2020
SHT
5
DRAINAGE DETAILS — 1
C
11/30/2020
SHT
6
BUILT —UPON AREA AND SURFACING
PLAN
D
11/30/2020
SHT
7
USGS TOPO MAPS
C
11/30/2020
2710093SPC
SHT
1
SPCC OVERVIEW
C
11/30/2020
SHT
2
SPCC PLAN & NOTES
C
11/30/2020
SHT
3
OIL WATER SEPARATOR DETAILS
C
11/30/2020
SHT
4
HIGHLAND TANK DETAILS — 1
B
11/30/2020
SHT
5
HIGHLAND TANK DETAILS — 2
B
11/30/2020
PURPOSE STATEMENT:
PERFORM CIVIL SITE PREPARATION FOR THE CONSTRUCTION OF A NEW SUBSTATION. CONSTRUCTION ACTIVITIES
INCLUDE CLEARING, GRADING, STORM DRAIN INSTALLATION, AND ASSOCIATED EROSION CONTROL MEASURES.
EROSION CONTROL CONTACT:
CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL AND MEASURES IS ERIC SHOOK — (336)-416-9168.
GENERAL NOTES:
1. SEE SDV SHEET 2 FOR SITE NOTES
2. SPECIFICATIONS FOR THE SITE DEVELOPMENT OF THIS PROJECT SHALL BE:
2.1. THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL FOR EROSION AND SEDIMENT CONTROL
2.2. NCDOT SPECIFICATIONS FOR DRIVEWAY APRONS
2.3. DUKE ENERGY SPECIFICATIONS FOR ACCESS DRIVES AND SUBSTATION PREPARATION.
3. CONTRACTOR STAGING AREA SHALL BE WITHIN LIMITS OF DISTURBANCE
4. NOTE TO REVIEWER: PROPOSED CONTROL HOUSE WILL BE UNMANNED AND WILL HAVE NO WATER, SEWER,
NATURAL GAS SERVICE CONNECTION TO PUBLIC UTILITIES. POWER TO THE PROPOSED CONTROL HOUSE WILL
BE PROVIDED FROM THE DUKE ENERGY SUBSTATION.
0
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LIMITS OF SURVEY
ELEVATION CONTOURS
LIMITS OF DISTURBANCE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
SETBACK
BOLLARD
SPOT ELEVATION
UTILITY POLE
OVERHEAD UTILITY WIRE
VALVE WATER
UNDERGROUND GAS LINE
UNDERGROUND ELECTRIC LINE
UNDERGROUND COMMUNICATION LINE
UNDERGROUND WATER LINE
UNDERGROUND STORM LINE
CHAIN -LINK FENCE
TREE LINE
VEGETATIVE WETLAND BUFFER
STORMWATER DROP INLET
STORMWATER MANHOLE
ABC
AGGREGATE BASE COURSE
ID
INSIDE DIAMETER
AC
ACRES
INV
INVERT
ACI
AMERICAN CONCRETE INSTITUTE
LB
POUND
ADA
AMERICANS WITH DISABILITIES ACT
LF
LINEAR FEET
ALUM
ALUMINUM
LL
LAND LOT
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
LOC
LIMITS OF CONSTRUCTION
ASTM
AMERICAN SOCIETY FOR TESTING AND
LOS
LIMITS OF SURVEY
MATERIALS
MAX
MAXIMUM
AWWA
AMERICAN WATER WORKS ASSOCIATION
MH
MANHOLE
BMP
BEST MANAGEMENT PRACTICE
MIN
MINIMUM
BVCE
BEGINNING VERTICAL CURVE ELEVATION
MUTCD
MANUAL ON UNIFORM TRAFFIC CONTROL
BVCS
BEGINNING VERTICAL CURVE STATION
DEVICES
BWF
BARBED WIRE FENCE
N
NORTHING
C/L
CENTERLINE
N/A
NOT APPLICABLE
CFH
CUBIC FEET PER HOUR
NO
NUMBER
CKD
CHECKED
NPDES
NATIONAL POLLUTANT DISCHARGE ELIMINATION
CLR
CLEAR
SYSTEM
CY
CUBIC YARD
NTS
NOT TO SCALE
DB
DEED BOOK
NTU
NEPHELOMETRIC TURBIDITY UNIT
DI
DROP INLET
NWL
NORMAL WATER LEVEL
DIA
DIAMETER
OC
ON CENTER
DIP
DUCTILE IRON PIPE
OD
OUTSIDE DIAMETER
DWG
DRAWING
OSHA
OCCUPATIONAL SAFETY AND HEALTH
E
EASTING
ADMINISTRATION
EG
EXISTING GRADE
PB
PLAT BOOK
ELEV
ELEVATION
PC
POINT OF CURVATURE
EP
END POINT
PN
PARCEL NUMBER
EPD
ENVIRONMENTAL PROTECTION DIVISION
PCC
PORTLAND CEMENT CONCRETE
ES&PC
EROSION SEDIMENT AND POLLUTION CONTROL
PG
PAGE
EVCE
END VERTICAL CURVE ELEVATION
PE
PLAIN END
EVCS
END VERTICAL CURVE STATION
PL
PROPERTY LINE
EX
EXISTING
PSI
POUNDS PER SQUARE INCH
FEMA
FEDERAL EMERGENCY MANAGEMENT AGENCY
PT
POINT OF TERMINATION
FES
FLARED END SECTION
PVI
POINT OF VERTICAL INTERSECTION
FFEL
FINISHED FLOOR ELEVATION
R
RADIUS
FG
FINISHED GRADE
R/W
RIGHT OF WAY
FLG
FLANGE
RCP
REINFORCED CONCRETE PIPE
FPS
FEET PER SECOND
RR
RAILROAD
GAB
GRADED AGGREGATE BASE
SCH
SCHEDULE
GALV
GALVANIZED
SD
STORM DRAIN
NCDOT
NORTH CAROLINA DEPARTMENT OF
SEG
SEGMENT
TRANSPORTATION
SPCC
SPILL PREVENTION CONTROL AND
GPS
GLOBAL POSITIONING SYSTEM
COUNTERMEASURES
HORIZ
HORIZONTAL
STA
STATION
STD
STANDARD
TBM
TEMPORARY BENCHMARK
TYP
TYPICAL
LETTER OR
VC
VERTICAL CURVE
NUMBER DESIGNATOR
VERT
VERTICAL
WF
WIRE FENCE
WT
WEIGHT
A
CALLOUTS REFER TO THE GRA01
LAST FIVE CHARACTERS
OF THE REFERENCED
DRAWING NUMBER
SECTION, DETAIL, AND ELEVATION
SYMBOL IDENTIFIERS
B
GRA01
ELEVATION CALLOUT EXAMPLE
THE WORD "SECTION" MAY
BE REPLACED WITH
"ELEVATION" OR "DETAIL"
SECTION A
G RA01
SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE
STRUCTURAL
LAYOUT POINT
STRUCTURAL
LAYOUT POINT
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GENERAL NOTES:
1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.
2. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF
CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.
3. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND GOVERNMENT REGULATORY AGENCIES AND
THE CLIENT REPRESENTATIVE.
4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES,
ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL
INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,
CONTRACTOR SHALL SUBMIT ISSUE TO THE CLIENT REPRESENTATIVE IN WRITING. THE DECISION OF THE CLIENT REPRESENTATIVE
SHALL BE CONSIDERED FINAL.
5. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING QUALITY MATERIALS. WORK SHALL CONFORM TO
OWNER'S STANDARD SPECIFICATIONS (CURRENT EDITION), UNLESS INDICATED OTHERWISE OR AS DIRECTED BY THE CLIENT
REPRESENTATIVE.
6. WHEN CONSTRUCTION WORK RESTRICTED TO BEING PERFORMED WITHIN EASEMENTS, CONTRACTOR SHALL CONFINE WORK WITHIN THE
PERMANENT AND TEMPORARY EASEMENTS
7. ALL GRADING, STORM SEWER, PAVEMENT WORK AND ANY OTHER MISCELLANEOUS WORK AND MATERIALS SHALL CONFORM TO THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (JANUARY 2018).
RECORD DRAWING NOTES:
1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION
RECORD DRAWINGS SHALL BE SUBMITTED TO THE CLIENT REPRESENTATIVE.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING TRACK OF ANY CLIENT
REPRESENTATIVE -APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS.
THESE REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM THE
INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR
CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.
4. THE CLIENT REPRESENTATIVE SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED RECORD DRAWINGS. IF THE
RECORD DRAWINGS ARE CONSIDERED UNACCEPTABLE, THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND
RESUBMISSION.
SURVEY NOTES:
1. THE SURVEY WAS PERFORMED BY STANTEC CONSULTING SERVICES IN SEPTEMBER, 2008. ESP ASSOCIATES, INC VERIFIED AND UPDATED
THE SURVEY IN APRIL, 2020. SURVEY CONTROL POINTS WILL BE PROVIDED PRIOR TO CONSTRUCTION AND SHALL BE RESET BY THE
CONTRACTOR IF DISTURBED DURING CONSTRUCTION.
2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS
THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS.
CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT DATA TO CLIENT REPRESENTATIVE AFTER COMPLETION OF CONSTRUCTION.
3. HORIZONTAL CONTROL IS BASED ON NAD83-2007.
VERTICAL CONTROL IS BASED ON NAVD88.
EXISTING CONDITIONS NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND
FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
2. THE CONTRACTOR SHALL FIELD -CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK
COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CLIENT REPRESENTATIVE BEFORE ANY
FURTHER WORK COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND
TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK
LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL CONTACT THE CLIENT REPRESENTATIVE AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE
LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF
MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING
CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE OF OPERATIONAL PLANS. IN THE EVENT AN
UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S
OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.
BEST MANAGEMENT PRACTICES
CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS PROJECT. PREVENTION OF POLLUTION RESULTING FROM
CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION, WATERWAY SEDIMENTATION, AND AIRBORNE DUST
GENERATION. CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT
PROPERTIES. CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION ENTITIES PERFORMING
WORK ON ADJACENT PROPERTIES.
2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF
AN AREA AND DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF WATER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENT PRACTICABLE. ALL APPLICABLE
SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF
CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE REMOVED. ANY SOIL SPOILED OFFSITE SHOULD BE TRANSPORTED BY A LICENSED CARRIER AND SOIL SHOULD BE DISPOSED
AT A LICENSED LANDFILL SITE.
3. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT
PRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLES, OR OTHER MEANS TO CONTROL EROSION AS NEEDED. THE
CONTRACTOR SHALL PROVIDE AND FOLLOW THE EROSION AND SWPPP PLANS AS NEEDED.
4. THE SITE SHALL HAVE ROADS AND ACCESS DRIVES OF SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT FROM TRACKING ONTO
PUBLIC ROADWAYS. SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM THE ROAD BY SHOVELING OR SWEEPING WHEN SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE OR OTHER PAVED AREA BY EQUIPMENT OR VEHICLES EXITING THE CONSTRUCTION SITE.
BULK CLEARING OF ACCUMULATED SEDIMENT SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA OR THE POINT OF
LIKELY ORIGIN BEFORE THE END OF EACH WORK DAY. ROAD WASHING SHALL BE ALLOWED ONLY AFTER THE SEDIMENT IS REMOVED
IN THE ABOVE MANNER.
5. ALL ON -SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL RECEIVE PROPER PREVENTATIVE MAINTENANCE TO
REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY -SEALED CONTAINERS THAT ARE CLEARLY
LABELED. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM PRODUCTS SHALL
NOT BE DISCHARGED ONTO THE GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED ON -SITE SHALL BE APPLIED
ACCORDING TO THE MANUFACTURER RECOMMENDATIONS.
ISSUED FOR
CONSTRUCTION
EROSION CONTROL GENERAL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH STANDARDS. REFER TO THE NC EROSION AND SEDIMENT
CONTROL MANUAL AND SPECIFICATIONS.
2. GRADING CONTRACTOR SHALL VERIFY LOCATION AND PRESENCE OF UNDERGROUND UTILITIES PRIOR TO CLEARING AND GRUBBING.
3. GRADING BEYOND LIMITS OF DISTURBANCE AS INDICATED IS NOT PERMITTED. DEVIATION FROM THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLANS MAY RESULT IN FINES.
4. GRADING OF AREAS GREATER THAN ONE ACRE ARE NOT PERMITTED WITHOUT AN APPROVED EROSION CONTROL PLAN.
5. ALL DISTURBED AREAS SHALL BE STABILIZED. REFER TO TEMPORARY SEEDING PREPARATION NOTES AND REQUIREMENTS ON SHEET
ERC04.
6. SEDIMENT BASIN SLOPES SHALL BE GRADED AT A 2:1 OR FLATTER.
7. GRADING OF ADJACENT PROPERTIES IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM ADJACENT PROPERTY OWNERS.
8. STREAMS, CREEKS, OR BACKWASH CHANNELS ON THE PROJECT SITE SHALL REMAIN UNOBSTRUCTED DURING CONSTRUCTION. DEBRIS,
LOGS, TIMBER, OR OTHER ACCUMULATIONS IN ONSITE STREAMS OR CREEKS RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE
REMOVED.
9. WORK WITHIN NCDOT RIGHT-OF-WAY SHALL ADHERE TO THE CONDITIONS OF AN APPROVED ENCROACHMENT AGREEMENTS FROM
NCDOT.
10. GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE TRACKING OF SEDIMENT ONTO OFFSITE PAVED ROADWAYS.
11. THE SUBJECT PROPERTY ACREAGE IS 13.27 AC. THE TOTAL DENUDED AREA IS 6.3 AC. THE SITE SOILS ARE PRIMARILY CLASSIFIED AS
BtE (BANNERTOWN-TOAST COMPLEX), FaF (FAIRVIEW FINE SANDY LOAM), NaC (NATHALIE SANDY LOAM), AND TcD (TOAST SANDY LOAM).
12. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1 SHALL BE PROVIDED TEMPORARY
OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL OR WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY IN ACCORDANCE WITH NPDES GENERAL PERMIT NCGO10000. ALL OTHER DISTURBED AREAS SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL OR WITHIN 14 CALENDAR DAYS
FROM THE LAST LAND -DISTURBING ACTIVITY.
13. GRADED SLOPES AND FILLS SHALL BE NO STEEPER THAN CAN BE RETAINED BY VEGETATIVE COVER OR OTHER EROSION CONTROL
DEVICES OR STRUCTURES. EXPOSED SLOPES SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO ARREST EROSION AS SOON AS POSSIBLE OR WITHIN 21 CALENDAR DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING.
14. ALL MATERIALS REQUIRED FOR CONSTRUCTION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE AVAILABLE ONSITE
BEFORE ANY LAND -DISTURBING ACTIVITY BEGINS.
15. TREE PROTECTION FENCING SHALL BE ORANGE SAFETY FENCE, 3-FEET IN HEIGHT.
16. PROVIDE SILT FENCE AROUND PERIMETER OF ALL STOCKPILES. IF NEEDED, STABILIZE IMMEDIATELY UPON ESTABLISHMENT OF PILE.
17. ALL DEBRIS STOCKPILES, INCLUDING TIMBER OR MULCH, SHALL BE REMOVED AND PROPERLY DISPOSED OF IN A PERMITTED LANDFILL.
18. ONSITE BURIAL PITS ARE NOT PERMITTED.
19. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE MAINTENANCE IS ERIC SHOOK. PHONE [phone].
20. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A
FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF
WATER RESOURCES RULES AND REGULATIONS.
21. CONTRACTOR SHALL NOTIFY DOWNSTREAM PROPERTY OWNERS PRIOR TO CONSTRUCTION.
22. ALL BMPS SHALL BE INSTALLED AND MAINTAINED PER NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
23. SEDIMENT BASIN EMERGENCY SPILLWAY SHALL BE LINED WITH IMPERMEABLE GEOTEXTILE FABRIC OR LAMINATED PLASTIC.
GENERAL UTILITY NOTES:
1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
2. CONTRACTOR SHALL CONTACT THE CLIENT REPRESENTATIVE AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE
LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.
3. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE CLIENT REPRESENTATIVE.
4. SEE 2710093SDR SHEET 5 FOR TYPICAL PIPE TRENCH DETAIL.
5. THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING SHALL BE 36 INCHES UNLESS INDICATED OTHERWISE.
6. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND INSPECTION METHODS DETAILED IN THE SPECIFICATIONS,
WHICH MAY INCLUDE VIDEO CAMERA INSPECTION.
7. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY ENGINEER AND THE CLIENT REPRESENTATIVE.
UTILITY STRUCTURE NOTES:
1. ALL UTILITY STRUCTURES ARE TO BE H-20 TRAFFIC RATED UNLESS INDICATED OTHERWISE.
2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS (INCLUDING GRAVEL PAVING), RIM ELEVATION OF COVER OR LID SHALL BE FLUSH
WITH FINAL GRADE. IF AN APPURTENANCE IS LOCATED OUTSIDE OF PAVEMENT AREAS, RIM ELEVATION SHALL BE 6" MINIMUM ABOVE
ADJACENT FINISH GRADE.
3. DRAINAGE INLETS WITHIN THE SUBSTATION YARD FOOTPRINT SHALL BE INSTALLED WITH RIM ELEVATION FLUSH WITH THE COMPACTED
SUBGRADE AT THE BOTTOM OF SUBSTATION YARD STONE.
4. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL
STANDARDS, AND SHALL BE STAMPED PER THE ORIGIN OF MANUFACTURE.
5. ANY LIFT LOOPS FOR UTILITY STRUCTURES SHALL BE GROUTED FLUSH AFTER INSTALLATION.
6. PIPE MAY EXTEND 2" MAXIMUM BEYOND INTERIOR MANHOLE WALL.
OIL/WATER SEPARATOR NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING OIL/WATER SEPARATOR (OWS) TO BE FURNISHED BY OWNER.
0
Lu
ry

ACCESS AND STAGING
1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE
ILLUSTRATED ON 2710093SDV SHEET 1 AND ARE SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF -SITE HAUL ROUTES WITH THE
APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES
ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE.
2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT
ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS AND EXISTING ROADWAYS AT ALL TIMES
WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.
3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY
THE CLIENT REPRESENTATIVE, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE
CLOSURE.
4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM
CONSTRUCTION ACTIVITIES ON A DAILY BASIS.
5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS
COORDINATED OTHERWISE WITH THE CLIENT REPRESENTATIVE.
6. CONTRACTOR
IS RESPONSIBLE
FOR ESTABLISHING
A STAGING AND
STOCKPILE AREA FOR MATERIALS AND
EQUIPMENT.
LOCATION OF CONTRACTOR'S STAGING SHALL BE AS
ILLUSTRATED ON 2710093SDV SHEET 1 WITHIN
THE LIMITS OF DISTURBANCE
AND IS SUBJECT TO
THE APPROVAL
OF THE CLIENT REPRESENTATIVE. CONTRACTOR
MAY SUBMIT
ALTERNATIVES TO
THE STAGING AREA
LOCATIONS AS
SHOWN. CONTRACTOR'S STAGING AREA IS
SUBJECT TO
CHANGE AT THE
DIRECTION OF THE
CLIENT REPRESENTATIVE
7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED
IN THE STAGING AREA.
8. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A PROFESSIONALLY PAINTED
SIGN, MEETING CLIENT REPRESENTATIVE APPROVAL, TO DIRECT MATERIAL SUPPLIERS, EMPLOYEES, AND DELIVERIES
TO THE CONSTRUCTION SITE. THE SIGN SHALL READ "CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED."
9. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CLIENT REPRESENTATIVE REGARDING
CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY,
8:00 AM TO 3:00 PM.
10. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL
BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE
�ZoZ0I:49]11r_11to] I W_1a11Zgo] 117411174 to] aI[e1_I Ito] a
1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE
CLIENT REPRESENTATIVE, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING
HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION
SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE
AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT
AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR
SHALL PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CLIENT REPRESENTATIVE PRIOR
TO THE START OF CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS
AND THE CLIENT REPRESENTATIVE. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE
REVIEWED AND APPROVED BY THE CLIENT REPRESENTATIVE.
3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN EMERGENCY:
EMERGENCY 911
OWNER DUKE ENERGY (704-382-4021)
OTHER CONTACTS AS DIRECTED AT PRE -CONSTRUCTION MEETING
TRAFFIC CONTROL
1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANNING AND INSTALLATION OF TEMPORARY TRAFFIC CONTROL
MEASURES MEETING NCDOT REQUIREMENTS.
2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED
ROADWAYS BY USING BARRICADES APPROVED BY THE CLIENT REPRESENTATIVE.
3. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER
MARKINGS, WHICH ARE CLEARLY VISIBLE.
4. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN
REVERSE.
5. ONLY RUBBER -TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT -TO -REMAIN.
6. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.
7. ANY DAMAGE TO ROADS AND PAVEMENTS -TO -REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE
REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE
CLIENT REPRESENTATIVE.
EXCAVATION AND TRENCHES
1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS AND THE STATE OF
NORTH CAROLINA LAWS CONCERNING EXCAVATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING, AND SHORING ARE
PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS FOR CONSTRUCTION.
3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE
BARRICADES ACCEPTABLE TO THE CLIENT REPRESENTATIVE.
4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CLIENT REPRESENTATIVE AND ASSOCIATED
UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.
5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.
6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON -HAND AND READY FOR PLACING THEREIN. AS SOON
AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES
AS SPECIFIED.
OTHER SAFETY REQUIREMENTS
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL APPLICABLE PERMITS AND LICENSES FOR
CONSTRUCTION AND EQUIPMENT ARE OBTAINED.
3. THE CONTRACTOR SHALL PERFORM ON -SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY
CONCERNS IMMEDIATELY.
4. THERE SHALL BE NO PERMANENT WASTE SITES ON THE PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE
APPROVED BY THE CLIENT REPRESENTATIVE AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF
WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE CLIENT REPRESENTATIVE.
5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT/CLIENT-OWNED EQUIPMENT WITH THE
CLIENT REPRESENTATIVE.
6. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA, AND ANY
MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF. SEE 2710093ERC
SHEET 1 - 2710093ERC SHEET 12 FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS.
7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND
CONDITIONS.
8. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION ACTIVITIES. THE
CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA
REGARDLESS OF SOURCE.
9. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL AND ACTIVITIES
SHALL BE REMOVED FROM THE PROJECT LIMITS.
10. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES
SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY
REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE
ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE CLIENT REPRESENTATIVE.
11. GASOLINE, DIESEL FUEL, OR OIL STORED ON SITE SHALL HAVE SECONDARY CONTAINMENT PROVIDED. SECONDARY
CONTAINMENT SHALL MATCH OR EXCEED THE VOLUME OF THE PRIMARY CONTAINER.
12. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN SHALL IMMEDIATELY BE REMOVED FROM
THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.
ENVIRONMENTAL, HEALTH, AND SAFETY NOTES
1. SPOIL SOILS GENERATED DURING CONSTRUCTION/MODIFICATION SHOULD BE RE -USED AT SITE IF DEEMED
SUITABLE FILL PER GEOTECHNICAL/DESIGN RECOMMENDATIONS AND FOLLOWING VISUAL INSPECTION OF PRESENCE
OF ANY DELETERIOUS MATERIAL PER EPA/DUKE EHS POLICY (E.G. LOOKS CLEAN, FREE OF ORGANIC MATERIAL,
HYDROCARBON ODORS, ETC.)
2. IF ANY DELETERIOUS MATERIAL IS OBSERVED OR OFF -SITE DISPOSAL IS REQUIRED, IT IS RECOMMENDED THAT
THE SOIL BE TESTED FOR TOTAL PETROLEUM HYDROCARBONS DIESEL RANGE ORGANICS/GASOLINE RANGE
ORGANICS (TPH DRO/GRO), POLYCHLORINATED BIPHENYLS (PCBs), AND RESOURCE CONSERVATION AND RECOVERY
ACT (RCRA) METALS TO PROTECT DUKE AND ADDRESS ANY UNKNOWN HISTORICAL ACTIVITY FOR THESE AREAS.
REPRESENTATIVE SAMPLING INTENSITY SHOULD BE EVALUATED BY A COMPETENT PERSON.
3. IF THE SOIL (1) LOOKS AND SMELLS LIKE CLEAN DIRCT, (2) COMES FROM A GREENFIELD SITE OUTSIDE THE
FENCE LINE, AND (3) HAS ANALYTICAL TEST RESULTS MEETING THE THRESHOLD LEVEL SPECIFIED BELOW AND AS
APPROPRIATE FOR ANY ADDITIONAL TESTING CONDUCTED, THEN THE SOIL CAN BE DISPOSED OF AT A LOCAL
LINED -LANDFILL.
3.1. TPH DRO < 100 PPM (IN NORTH CAROLINA)
3.2. TPH GRO < 50 PPM (IN NORTH CAROLINA)
3.3. TOTAL PCBs < 1 PPM
3.4. RCRA METALS BELOW HAZARDOUS WATER REGULATORY LEVELS
4. IF ANALYTICAL RESULTS ARE ABOVE ANY OF THESE THRESHOLDS, THEN THE SOIL SHOULD BE DISPOSED OF AT
AN APPROPRIATE DUKE ENERGY -APPROVED LINED AND PERMITTED LANDFILL AS IDENTIFIED IN ENVIRONMENTAL
COMPLIANCE MANUAL ADMP-ENV-EVS-00047 WASTE VENDOR REVIEW AND APPROVAL PROCEDURE. NOTE THAT
ANALYTICAL TESTING NEEDS TO BE COMPLETED PRIOR TO MOVING THE MATERIAL OFF SITE AND OFF -SITE LAND
APPLICATION (I.E., GIVING THE MATERIAL TO FARMERS, LOCAL JOB SITES, ETC.) ON NON -DUKE ENERGY
PROPERTY IS NOT ALLOWED.
CIVIL SITE QUANTITIES
UNIT DESCRIPTION
QUANTITY
UNITS
CLEARING AND GRUBBING
7.5
AC
COMMON EARTH CUT
18590
CY
COMMON EARTH FILL
18100
CY
COMMON EARTH HAUL OFFSITE
490
CY
PIPE OUTLET & SWALE PROTECTION RIP -RAP
1000
SF
CRUSHER RUN STONE
34500
SF
#57 STONE
70600
SF
CONCRETE PAVEMENT
1300
SF
SEEDING
4.7
AC
SILT FENCE
4600
LF
ROCK OUTLET IN SILT FENCE
5
EA
INLET PROTECTION
6
EA
40,000 GALLON OIL / WATER SEPARATOR
1
EA
STORM DRAIN MANHOLE
4
EA
CATCH BASIN
10
EA
FLARED END SECTION
3
EA
HEADWALL
2
EA
15" RCP
260
LF
18" RCP
190
LF
24" RCP
360
LF
24" DIP
10
LF
CONSTRUCTION ENTRANCE
1
EA
REMOVE CONSTRUCTION ENTRANCE
1
EA
CONCRETE WASHOUT
1
EA
SKIMMER SEDIMENT BASIN
1
EA
FAIRCLOTH SKIMMER
1
EA
NOTE
1. CIVIL SITE QUANTITIES ABOVE ARE FOR CONTRACTOR REFERENCE ONLY. CONTRACTOR
SHALL VERIFY ALL QUANTITIES PER CIVIL DESIGN.
U
Lu
ry
ISSUED FOR
CONSTRUCTION

GENERAL NOTES:
— — — — — — — — — — — — — — — — — — — — — - — — — — — — —
TAX PIN: 6877-02-9081
NOW OR FORMERLY
NICK RIZOS & EFFIE RIZOS
DB 2097, PG 824
I
----
/'----LOD—R-- R R—
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1------ .... -- -- --- — --
J I y 'i-l% PROPERTY" I IIV
c�\................................
II e�
— — — — — — — —
TAX PIN: 6877-01-9030 I \
NOW OR FORMERLY I TAX PIN: 6877-00-9315 \ \
GLESS CO, LLC I NOW OR FORMERLY \ \
DB 2780, PG 1948 GLESS CO, LLC \\
DB 2780, PG 1948 \
I
-__
LOD
:I r ROPERTY i ii�q- - I L r/ 1 �Gtr�
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1 I I I QO�
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SDR01
NO IMPROVEMENTS
IN THIS AREA
II TAX PIN:
6867-91-8510
I w I NOW OR FORMERLY
HARVEY A. ISOM /
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NOW OR FORMERLY
1 TRI CITY BUILDING
I COMPONETS
DB 952, PG 594
'SDV06
SDV09
ERCO2-
ERC05
ERC08
GRA02
SDR02
— — — — — — — — — — — — —
SDVOT
SDV10
ERC03-
ERC06
ERC09
GRA03
SDR03
--W--
,., i/� 40' PROPERTY NE SETBACK
—a 401 — — —401 \ 1
1 \
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1 \ 1
\ � 1
1
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/ 1
/ 1
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11
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1
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. DETAIL CALLOUTS REFER TO THE LAST FIVE CHARACTERS OF
THE DRAWING NUMBER.
0 100' 200'
SCALE IN FEET
ISSUED FOR
CONSTRUCTION

I
I
1 1 /4" EIP 3/4" EIP
(BENT W/ NAIL 0.38' LEFT \
\ 1 I 1 \ \ \ 1 / / _ \s/8"
AT BASE) _ _I OF P/L 1 I \ / \� \ \ \ 1 / / 0•51. EIP
---- RR LEFT �� 1/2" EIP
i 48`l 2' I R \�_� \ \ \ \ / / / OF P/L o. so' LEF / / / / / / /
/ L o \ R 290.27' F'L R I OF p L T
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I.
L D � / o .80'4
---D— // _ // / // R / R359.21'J \\ •`� Iri
CI OD ° /� // Loa, / / / /
40' PROPERTY LINE SETBACK
J THE ABOVE
o I
PTIAON ES OFF — / /
DESCRIBED IN
841, DB 1680 CO
03
AS ALSO
iS EASEMENT
J II I I I o�
TENTIALLY NULL
RCELS HAVE —
DNNECT TO THE
WAY OF
If li
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I I 3/4" EIP
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GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. CLEAR AND GRUB AREAS AS NOTED. SEE EROSION CONTROL
PHASE I AND PHASE II CONSTRUCTION SEQUENCE FOR
ADDITIONAL CLEARING AND GRUBBING INFORMATION.
HATCH LEGEND:
CLEAR AND GRUB EXISTING VEGETATION
0 30' 60'
SCALE IN FEET
W
POND
POOL ELEV: 894.12
9-15-08
ISSUED FOR
CONSTRUCTION

1696.61'(TOTAL)
\ ics- \
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CATCH BASIN
• �._._�.j�_.= �. •�- - -_ _ i*fix _ / / / / / �
'._. •- ; Cam- __ -- --- _ � / / //// / ///'
EIP 0.22'
--gto LEFT OF P/L
920- ,
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1 /
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TAX PIN: 6877-00-4556
NOW OR FORMERLY
TRI CITY BUILDING
COMPONETS
DB 952, PG 594
�ji
NOTE C:
THE DESCRIPTION UPON WHICH THIS SURVEY IS BASED,
DB 1349, PG 007 BEGINS AND ENDS IN THE NORTH
RIGHT-OF-WAY OF THE NORFOLK SOUTHERN
CORPORATION RAILROAD. THE MONUMENTATION FOUND IN
THE COURSE OF SURVEY AND IN IMMEDIATE ADJACENT
PROPERTY IS LOCATED INSIDE THE 100' RIGHT-OF-WAY
WIDTH CLAIMED BY NORFOLK SOUTHERN RAILROAD.
GENERAL NOTES:
SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. CLEAR AND GRUB AREAS AS NOTED. SEE EROSION CONTROL
PHASE I AND PHASE II CONSTRUCTION SEQUENCE FOR ADDITIONAL
CLEARING AND GRUBBING INFORMATION.
HATCH LEGEND:
,-•-•-•-•-•-•- • wl ,
CLEAR AND GRUB EXISTING VEGETATION
0 30' 60'
SCALE IN FEET
ISSUED FOR
CONSTRUCTION

(O
H
LLI
H
M
O
T
N
LLI
H
a
N: 846993.834
E: 1637337.585
COMBINED GRID FACTOR:
0.99997471
,1
1
1
1
1
1
1
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. CLEAR AND GRUB AREAS AS NOTED. SEE EROSION CONTROL
PHASE I AND PHASE II CONSTRUCTION SEQUENCE FOR ADDITIONAL
CLEARING AND GRUBBING INFORMATION.
3. WATER WELL ABANDONMENT PROCEDURES ARE OUTLINED IN TITLE
15A NORTH CAROLINA ADMINISTRATIVE CODE, CHAPTER 2C,
SECTION .0113. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A
RECORD OF ABANDONMENT (FORM GW-30) TO THE GROUNDWATER
SECTION WITHIN 30 DAYS AFTER COMPLETION.
4. CONTRACTOR SHALL ENSURE NO UNDERGROUND UTILITIES IN THIS
AREA. IF UNDERGROUND UTILITIES ARE DISCOVERED, CONTACT
DUKE ENERGY CIVIL ENGINEER.
HATCH LEGEND:
DEMOLISH AND REMOVE STRUCTURE AND
FOUNDATIONS. BACKFILL AND GRADE AREA PER
GRADING PLAN.
CLEAR AND GRUB EXISTING VEGETATION
0 30' 60'
SCALE IN FEET
0
W
ry
ISSUED FOR
CONSTRUCTION

I
R R R R R
R R R I -•�
o N 871434.76
N 871672.18
E 1670769.87
I
I
I
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I
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I
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I
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N 87165V .48
E 16704T2.59
a
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I W
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PROPOSED TRANSMISSION LINE
ISEE GENERAL NOTE 4
w I
I
I
I �
w IPROPOSED 68' R/W
I �
i
I
w /
I
PC: 10+35.08 EP: 32+68.30 \•\•
N: 871398.19 N: 871339.31 APPROXIMATE POLE I
E: 1670766.25 E: 1670766.68 LOCATION (TYP) I
i
- - _ SEE GENERAL NOTE 4 i
i
- - - - - - - - 40_ PROPERTY LINE SETBACK
o - - - - - - -- - - - - - - - - - - -
/
_ -�'-/-
1 1 +00
+
cv 12+00
N 871406.72 'N
E 1670755.64
N 871353.26
E 1670703.20
PT: 31 +02.98
N: 871348.47
E: 1 670601 .60
CPC: 30+08.66
N: 871408.93
E: 1670540.08
N 871415.89
E 1670517.19
0
0
N
W
APT: 1 1 +23.93
TN: 871309.48
E: 1670764.19
N 871332.74
E 1670704.60
so
13+00
N 871277.0-7
E 167075d.5
0
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1
1
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1
1 I 1
1 I
1 I 1
1
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GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. PROPOSED SUBSTATION FOUNDATIONS AND SITE FEATURES SHOWN
FOR REFERENCE ONLY. SEE 2710093SDV SHEET11 FOR DUKE
ENERGY FENCE DETAIL.
3. LIMITS OF DISTURBANCE INCLUDE DISTRIBUTION LINE EXITS.
4. TRANSMISSION AND DISTRIBUTION CORRIDORS SHOWN FOR
REFERENCE ONLY.
5. PER WINSTON-SALEM/FORSYTH COUNTY UNIFIED DEVELOPMENT
ORDINANCE, A TYPE I BUFFERYARD IS REQUIRED. THESE
REQUIREMENTS INCLUDE 2 DECIDUOUS TREES & 6 PRIMARY
EVERGREEN PLANTS PER 100 LINEAR FEET. SEE UDO CLEARCODE
SECTION 6.3.2 FOR ADDITIONAL REQUIREMENTS.
HATCH LEGEND:
SUBSTATION PAD #57 STONE
CRUSHER RUN STONE DRIVE WAY 1
SDV11
KEY NOTES:
0
0
0
0
CHAINLINK FENCE
DOUBLE SWING GATE
17.5' x 8.5' GRAVEL PARKING SPOT WITH WHEEL STOP
0 30' 60'
SCALE IN FEET
0
W
ISSUED FOR
CONSTRUCTION

co
N l� Lo
�)1Ln
�o06
0 0 +
+
cow ^
-
orn-t
o
w�0
-��
o LiJ Z
R R R R R
2 t R
--------
-----
'-
--------------- ----J
— - — — — APPROXIMATE POLE _ _ � �
- - -40 _PROPERTY LINE SETBACK LOCATION (TYP) — — — — — — — — _— _ _� _ — — �' �.'
`'�----------------------------�
- - - - - - - - - - - - - - --- - - SEE GENERAL NOTE 3 !-------------------------------------- _------ ----- � — — — —
- - — -
--- -------- - -
- - - -
19+00
20+0
1
------- — —I
/
i - 1
O
IH
Lu
H
J
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. LIMITS OF DISTURBANCE INCLUDE DISTRIBUTION LINE EXITS.
3. TRANSMISSION AND DISTRIBUTION CORRIDORS SHOWN FOR
REFERENCE ONLY.
HATCH LEGEND:
CRUSHER RUN STONE DRIVE WAY rl-�
SDV11
0 30' 60'
SCALE IN FEET
ISSUED FOR
CONSTRUCTION

\ \ GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. LIMITS OF DISTURBANCE INCLUDE DISTRIBUTION LINE EXITS.
3. TRANSMISSION AND DISTRIBUTION CORRIDORS SHOWN FOR
r
N 870071" 22 `� \ \\ \ \ �
REFERENCE ONLY.
-x—x—x—x-x-x—x—x— E 167078.21 `
\� \ \ -7 \
\ !/
x-x--�--�-x \
-- R R EP: 23+80.73 . \
APPROXIMATE POLE -------------------- `\ N: 870054.47 \ \
------------ -- LOCATION (TYP) `\\ E: 1670741 .67 0 \ \ O \
SEE GENERAL NOTE 3 ------N_ 870D9-,V�t------
E 1670751.15 _ _ _ _ _
i \
40' PROPERTY LINE SETBACK T i
------------------ - - - -
21 +00 22+00 23+00 23+80.73 �' \
\ o
\ t
1 _
\ \
------------- 40' PROPERTY LINE SETBACK o `
-------------------- \ \
N 870070.56
E 1670731.51\\ \\\\ \
N 870043.31
E 1670714.66
�1 _ _ _ xx-x� _i
_ x-x-X x
x-x-x-x� x-x-x-x-x x-x-x x x x x x x x x x
HATCH LEGEND:
CRUSHER RUN STONE DRIVE WAY SDV1 1
W' \ '\ \ CONCRETE DRIVEWAY APRON 5
HI \ 1 \ SDV11
co)I \
\ \ \ \
ol \
C4Lu
\ \\ \
Z'
�I 1
F- \ \
D
I \
I \' D
' / 1
I 1
1
/ 1
I \
1 �
/ o
1 \ z
0 30' 60'
SCALE IN FEET
0
w
ISSUED FOR
CONSTRUCTION

24'
14" NCDOT ABC
CRUSHER RUN STONE
2" COMPACTED SUBGRADE (98% MAX
)RY DENSITY, STANDARD PROCTOR TEST)
EXISTING SUBGRADE
CRUSHER RUN
STONE DRIVE WAY
FINISH GRADE
CONCRETE
NOTE:
\SDV08/
SDV09
SDV10
6" STD WT STEEL PIPE
WITH SAFETY YELLOW PAINT.
(FILL WITH CONCRETE)
s-
o s'
I
N
s'
s'
;a
;a
s' 'a
0
s'
;a
;a
12"
r�
MIN
PREPARE SURFACE IN FIELD BY SSPC—SP3 METHODS
TO SSPC—SP6 QUALITY AND 1.0 MIL MIN PROFILE
DEPTH. FIRST COAT IS TO BE ALKYD PRIMER AT
MIN 40% SOLIDS BY VOLUME. APPLIED AT 2 MILS
DRY. SECOND AND THIRD COATS ARE TO BE
ALKYD GLOSS ENAMEL MIN 40% SOLIDS BY
VOLUME. EACH COAT APPLIED AT 1.5 MILS
DRY. TOTAL COATING5 MIL MIN DRY FILM.
BOLLARD 4
SDV08
ANGLE OR
CORNER POST
BRACE
FINISH
GRADE
END BAY MULTIPLES OF
15'-0" 15-0"
nnnnrn lennr
CH
LI I\
FAI
TRUSS
RODS
\— BO
L J F
LL
12"(MIN
(TYP)
CHAINLINK FENCE 2
SDV08
6
SDV11 DUMMY JOINT (TYP)
NI
NOTE:
1. ALL SUBSTATION FENCING SHALL
BE GROUNDED PER DUKE ENERGY
STANDARD DETAIL "GC —FENCE"
2. FOR FENCE MATERIAL AND
INSTALLATION, REFER TO DUKE
ENERGY SPECIFICATION 32 31 00
"STATION SECURITY FENCE"
PROVIDE SMOOTH, FLUSH
TRANSITION FROM EXISTING
ROADWAY TO NEW CONC DRIVEWAY
d d
p d d
p
d '-�TYP)' d
p r
d d.4t ••
d• d
d d p � 4 •
pd 000
. d
SDV11 d ° :d a SDV11
dp a•
d • GRAVEL DRIVEWAY
N I /1 T F— C` .
1. PROVIDE DUMMY JOINTS AT 10' O.C. LONGITUDINALLY AND
LATERALLY ALONG NEW CONCRETE PAVEMENT, OR WHERE INDICATED
ON THE DRAWING.
W
0;
M
- ml
6" THICK, 4,000 PSI 28
DAY COMPRESSIVE
STRENGTH CONCRETE PAVING
12" COMPACTED SUBGRADE
(98% MAX DRY DENSITY,
STANDARD PROCTOR TEST) ----�
MIN
DOUBLE SWING GATE 3
SDV08
8" GRADED AGGREGATE BASE 80%
RELATIVE DENSITY (ASTM D4253, D4254)
MIN. 6 X 6 X W10/10
WELDED WIRE MESH
--coI
1 \TIr.1I M M I I I M I M I I I I I Mi I I:-
-IIIIIIIIIIIIIII—III IIIIIIIIIIIIIII—III N
UNDISTURBED SOIL
SECTION A —A
CONCRETE DRIVEWAY
APRON 5
SDV10
3/8" SAWCUT JOINT
WITH JOINT SEALANT
d•p •• d d p 4. d
DUMMY CONSTRUCTION
JOINT 6
SDV11
ISSUED FOR
CONSTRUCTION

i
R R R
- LOD _0__ — LOD— — — 930-1 R R
'D v�
4
i f �� D
°•=ter—/ — — „���
0 30' 60'
00119
SCALE IN FEET
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. SEE 2710093ERC13 FOR PHASE I ACCESS ROAD PROFILE WITH TIMBER MAT TEMPORARY CROSSING.
3. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE MAINTENANCE IS ERIC SHOOK. PHONE [phone]
PHASE I CONSTRUCTION SEQUENCE:
1. MAINTAIN ONSITE THE LAND DEVELOPMENT PERMIT & CERTIFICATE OF COVERAGE FROM NCDEQ.
2. CONTACT THE NCDEQ CONTROL INSPECTOR TO SCHEDULE ONSITE PRECONSTRUCTION CONFERENCE.
3. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, AND TREE PROTECTION FENCE AS SHOWN PRIOR TO CONDUCTING ANY SITE -DISTURBING
ACTIVITIES INCLUDING, BUT NOT LIMITED TO, CLEARING, GRUBBING, GRADING, OR EXCAVATION OF SEDIMENT TRAPS. ONLY CLEAR & GRUB AREA
REQUIRED TO PERFORM PHASE I CONSTRUCTION ACTIVITIES
4. INSTALL TIMBER MATS FOR STREAM CROSSING AND TEMPORARY CONSTRUCTION ROAD. CONTRACTOR SHALL NOT DISTURB WETLAND AREA OR
STREAM BEFORE OBTAINING ARMY CORPS NATIONWIDE PERMIT FOR STREAM CROSSING. SEE PHASE 11.
5. INSTALL TEMPORARY SEDIMENT TRAP AND EXCAVATED DROP INLET BASINS AS SHOWN.
6. DEVIATIONS FROM THE APPROVED PLAN MUST BE SUBMITTED TO AND APPROVED BY NCDEQ. CONTACT THE INSPECTOR FOR ONSITE INSPECTION
OF TREE PROTECTION FENCE. WHEN APPROVED, INSTALL REMAINING EROSION CONTROL DEVICES. LIMIT CLEARING AND GRUBBING TO ONLY THE
EXTENT NECESSARY TO INSTALL EROSION CONTROL MEASURES.
7. DESIGNATE AND OBTAIN APPROVAL FROM INSPECTOR FOR AN AREA ONSITE FOR STORAGE OF STORMWATER SEDIMENT REMOVED FROM EROSION
CONTROL DEVICES DURING THE DURATION OF CONSTRUCTION.
8. INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER ALL RAIN EVENTS EXCEEDING 1 /2" OF RAINFALL. REMOVE ACCUMULATED
SEDIMENT FROM EROSION CONTROL MEASURES AND STORE IN A DESIGNATED AND APPROVED DISPOSAL AREA. SEE EROSION CONTROL DETAILS
2710093ERC SHEET 10 THROUGH 2710093ERC SHEET 12 FOR DETAILED MAINTENANCE REQUIREMENTS PER EACH EROSION CONTROL MEASURE.
9. CONDUCT PERIODIC INSPECTIONS AND MAKE REPAIRS OR MODIFICATIONS AS NECESSARY TO MAINTAIN EROSION AND SEDIMENTATION CONTROLS
THROUGHOUT CONSTRUCTION.
10. BEGIN CLEARING AND GRUBBING OF SITE. STRIP TOPSOIL TO A DEPTH OF 3" AND STOCKPILE ON SITE. STABILIZE AREAS IN ACCORDANCE WITH
EROSION CONTROL GENERAL NOTES AS ROUGH GRADE IS ESTABLISHED. REFER TO EROSION CONTROL GENERAL NOTES ON SHEET SDV02.
9. STABILIZE ALL GRADED AREAS WITH TEMPORARY SEEDING PER THE REQUIRED NCDEQ REGULATIONS IN THE TABLE PROVIDED ON 2710093ERC
SHEET 4. PROVIDE PERMANENT SEEDING AS GRADED AREAS ARE FINALIZED. PROVIDE NORTH AMERICAN GREEN S150 OR APPROVED EQUAL
MATTING ON ALL FILL SLOPES.
10. STABILIZE ALL DIVERSION SWALES WITH MATTING AND VEGETATION IMMEDIATELY AFTER INSTALLATION.
11. STRIPPED TOPSOIL SHALL BE STOCKPILED AND REPLACED IN AREAS OF PERMANENT GRASSING. STOCKPILE SHALL BE ESTABLISHED IN THE
LOCATION INDICATED ON THE DRAWINGS. CONTRACTOR SHALL CONTROL RUNOFF FROM THE STOCKPILE WITH SILT FENCE. STOCKPILE LOCATION
SHALL BE LOCATED AS SHOWN, HOWEVER THE FOOTPRINT OF THE STOCKPILE IS RECOMMENDED BASED ON QUANTITY OF TOPSOIL TO BE
STRIPPED AND CAN BE ADJUSTED BY THE CONTRACTOR IN THE FIELD.
12. ESTABLISH STOCKPILE AS INDICATED ON THE DRAWINGS FOR UNSUITABLE SOILS AS DETERMINED BY THE OWNER, IF NECESSARY. STOCKPILE
LOCATION SHALL BE LOCATED AS SHOWN, HOWEVER THE FOOTPRINT OF THE STOCKPILE IS RECOMMENDED AND CAN BE ADJUSTED BY THE
CONTRACTOR IN THE FIELD.
13. CONTRACTOR SHALL MAINTAIN ALL STAGING, STORAGE, AND EQUIPMENT PARKING WITHIN THE STAGING AREA AS SHOWN.
SKIMMER BASIN
2.13
DISTURBED AREA (AC)
1.97
PEAK FLOW FROM 10-YEAR STORM (CFS)
3834
REQUIRED VOLUME (FT3)
640
REQUIRED SURFACE AREA (FT2)
17.9
SUGGESTED WIDTH (FT)
35.8
SUGGESTED LENGTH (FT)
45
TRIAL TOP WIDTH AT SPILLWAY INVERT (FT)
55
TRIAL TOP LENGTH AT SPILLWAY INVERT (FT)
3
TRIAL SIDE SLOPE RATIO Z:1
2
TRIAL DEPTH (FT)
33
BOTTOM WIDTH (FT)
43
BOTTOM LENGTH (FT)
1419
BOTTOM AREA (FT2)
3846
ACTUAL VOLUME (FT3)
2475
ACTUAL SURFACE AREA (FT2)
10
TRIAL WEIR LENGTH (FT)
0.5
TRIAL DEPTH OF FLOW (FT)
10.6
SPILLWAY CAPACITY (CFS)
3
SKIMMER SIZE (IN)
0.25
HEAD ON SKIMMER (FT)
1
ORIFICE SIZE (1/4 INCH INCREMENTS)
3.32
DEWATERING TIME (DAYS)
KEY NOTES:
01 SILT FENCE (DOUBLE ROW WHERE INDICATED) 1
ERC10
02 SILT FENCE OUTLET 5
ERC10
03 TREE PROTECTION FENCE 3
�10
04 SKIMMER SEDIMENT BASIN
O OUTLET PROTECTION 1
ERC12
O FAIRCLOTH SKIMMER 2
ERC10
0POROUS BAFFLE 2
ERC11
(DEMERGENCY SPILLWAY 4
ERC10
(DINLET PROTECTION 3
ERC11
10 TIMBER MAT STREAM CROSSING 6
(SEE GENERAL NOTE 2) ERC10
HATCH LEGEND:
EROSION CONTROL MATTING 4
ERC11
U
ry
ISSUED FOR
CONSTRUCTION

I
I
I
I
■ ' i, - - ■
:
0 •
:. °. 2
— — — —
_6 5 �-
93$ O(10
'
--00I --
--�-00-11 ---
� O_x'�/ � TOPSOIL
STOCKPILE AREA 94� 3
-a0, - - 3 ,
O ^ O
4
00 0o �
O 2 0 •
WI \ o IW
y�LK ao-----ao�-----ao� -----a �--- 011 --a0�-----ao-1 --- o� --- 'y
011
W' cc
cc O 'W
cv)
SEZBPGK ' �
OI ERAll
� Ip
_ ICV
W
---__ _ J
_�_._-•-•-•----------•'
rf�
I I
I I
I I
I I
I I
I I
I I
I I
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND GENERAL
NOTES.
2. SEE 2710093ERC SHEET 1 FOR PHASE I CONSTRUCTION SEQUENCE AND
EROSION CONTROL GENERAL NOTES.
3. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE
MAINTENANCE IS ERIC SHOOK. PHONE [phone]
HATCH LEGEND:
EROSION CONTROL MATTING 4
ERC11
KEY NOTES:
O
SILT FENCE
1
ERC10
5
02
SILT FENCE OUTLET
ERC10
3
03
TREE PROTECTION FENCE
ERC10
04
OUTLET PROTECTION
1
ERC12
4
05
EXCAVATED DROP INLET PROTECTION
ERC12
3
O
TEMPORARY ROCK SILT CHECK
ERC12
0 30' 60'
SCALE IN FEET
U
w
ry
ISSUED FOR
CONSTRUCTION

GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND GENERAL
NOTES.
I
I
O
_ _ - L B� - - OD LQD- - - - D- �N-- LOD R-
OD
2. SEE 2710093ERC SHEET 1 FOR PHASE I CONSTRUCTION SEQUENCE AND
EROSION CONTROL GENERAL NOTES.
3. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE
MAINTENANCE IS ERIC SHOOK. PHONE [phone]
HATCH LEGEND:
EROSION CONTROL MATTING 4
ERC11
KEY NOTES:
O SILT FENCE 1
ERC10
3
O TREE PROTECTION FENCE ERC10
O CONSTRUCTION ENTRANCE 1
ERC11
2
O CONCRETE WASHOUT ERC12
3
O TEMPORARY ROCK SILT CHECK ERC12
0 30' 60'
SCALE IN FEET
U
w
ry
ISSUED FOR
CONSTRUCTION

SEEDING PREPARATION NOTES:
.N
I
I
0
1
1
1
1
ad o —
0
1
1
1
1
ad 1
c
c�
ad
I
II I
I I 932
ad
l
c�
;
Bilge]
-
r
= �
I
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. SEE 2710093ERC SHEET 1 FOR GENERAL EROSION AND
SEDIMENTATION CONTROL NOTES.
3. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE
MAINTENANCE IS ERIC SHOOK. PHONE [phone].
PHASE II CONSTRUCTION SEQUENCE:
1. ENSURE ARMY CORPS NATIONWIDE PERMIT APPROVAL FOR STREAM
PIPE CROSSING IS OBTAINED BEFORE COMMENCEMENT OF PHASE II.
INSTALLATION OF PIPE SHALL HAPPEN AS SOON AS POSSIBLE
AFTER APPROVAL TO MINIMIZE OVERALL IMPACT TO STREAM.
2. CLEAR AND GRUB REMAINING AREA REQUIRED FOR COMPLETION OF
CONSTRUCTION ACTIVITIES.
3. REMOVE TIMBER MATS AND INSTALL STREAM CROSSING PIPE. GRADE
PROPOSED DRIVEWAYS. NOTE ROAD CONFIGURATION CHANGE ACROSS
STREAM.
4. GRADE THE PROPOSED SUBSTATION PAD
5. GRADE REMAINDER OF PROPOSED SITE.
6. AS FINAL OUTSIDE SLOPES ARE BROUGHT TO GRADE, IMMEDIATELY
SEED WITH PERMANENT SEEDING TO ESTABLISH COVER. APPLY
EROSION CONTROL MATTING AS DETAILED WITHIN THE PLANS
CONSISTING OF NORTH AMERICAN GREEN (OR APPROVED EQUAL) ON
ALL FILL SLOPES.
7. INSTALL NEW STORM DRAINAGE SYSTEM ONCE FINAL GRADING IS IN
PLACE. INLETS WITHIN SUBSTATION YARD SHALL BE INSTALLED AT
FINISHED GRADE ELEVATION PER THE DRAWINGS.
8. PROVIDE INLET PROTECTION AT EACH INLET AS STRUCTURES ARE
INSTALLED.
9. INSTALL PERMANENT RIPRAP AT STORMWATER STRUCTURE OUTLETS
AS INDICATED AS EACH OUTLET STRUCTURE IS INSTALLED.
10. MAINTAIN ACTIVE PROGRAM OF EROSION CONTROL MEASURE
MAINTENANCE.
11. PERFORM FINE GRADING.
12. MIX AND SPREAD TOPSOIL AS REQUIRED (SEE NOTES, THIS SHEET).
RETAIN TOPSOIL QUANTITY AS REQUIRED TO FINE GRADE AND
RESTORE VEGETATION IN AREAS OF TEMPORARY SEDIMENT TRAPS TO
BE REMOVED AFTER FINAL SITE STABILIZATION.
13. IF NECESSARY, HAUL REMAINING CUT SOIL TO REMOVE SOIL
STOCKPILES. REMOVE STOCKPILE SILT FENCE PROTECTION AND FINE
GRADE AREA BENEATH STOCKPILES.
14. AFTER STABILIZATION, ALL EROSION CONTROL MEASURES SHALL
REMAIN UNTIL THE SITE IS PERMANENTLY STABILIZED.
TEMPORARY SEEDING REQUIREMENTS
SEEDING DATES
RATE
SEEDING MIXTURE
(LB/ACRE)
FROM
TO
JANUARY 1
MAY 1
RYE (GRAIN)
120
KOBE LESPEDEZA
50
MAY
AUGUST 15
GERMAN MILLET
40
AUGUST 15
DECEMBER 31
RYE (GRAIN)
120
GROUND STABILIZATION TIMEFRAMES
DESCRIPTION
TIME
PERIMETER SWALES, DITCHES, AND SLOPES
7
DAYS
SLOPES STEEPER THAN 3:1
7
DAYS
SLOPES 3:1 OR FLATTER
14
DAYS
SLOPES FLATTER THAN 2:1 AND LESS THAN 10
14
DAYS
FEET IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN
14
DAYS
4:1
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED
ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH
AVAILABLE TOPSOIL MINIMUM 3" DEEP. TOTAL SEEDBED PREPARED
DEPTH SHALL BE 4" TO 6" DEEP.
3. REMOVE LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS FROM
THE SURFACE WHICH WOULD INTERFERE WITH THE ESTABLISHMENT
OF SEEDED GROUND COVER. SURFACE OF FINAL SEEDBED
PREPARATION AT FINISHED GRADES SHOWN SHALL BE
REASONABLY SMOOTH AND UNIFORM.
4. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
10-10-10 FERTILIZER.
5. IF TOP SOIL TEST IS PERFORMED, PROVIDE LIME AND FERTILIZER
ACCORDING TO REQUIREMENTS OF SOIL TEST REPORT.
6. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
7. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED
WITH THE SOIL DURING SEEDBED PREPARATION.
8. SOW SEED ON FRESHLY PREPARED SOIL USING ROTARY OR
DROP -TYPE SPREADER. AREAS LARGER THAN 100 SF SHALL BE
SEEDED WITH A MINIMUM OF TWO PASSES. FOR AREAS GREATER
THAN 15 FT IN WIDTH, APPLY HALF THE SEED IN ONE DIRECTION
AND HALF AT A DIRECTION PERPENDICULAR TO THE FIRST.
9. LIGHTLY COVER SEED BY HAND RAKING OR DRAGGING WITH MAT.
10. MULCH GRASS SEED WITH WEED -FREE SMALL GRAIN STRAW OR
HAY APPLIED AT RATE OF 2 TONS/ACRE. STABILIZE SMALL AREAS
OF MULCH BY ROLLING, WATERING, OR TACKING. MULCH TO BE
TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER
MULCH IS SPREAD.
11. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
DEPENDING ON FIELD CONDITIONS.
12. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH
JUTE MESH EROSION CONTROL MATS PER DETAILS..
HATCH LEGEND:
EROSION CONTROL MATTING 4
ERC11
KEY NOTES:
0
0
0
0
0
0
0
0
0
0
SILT FENCE (DOUBLE ROW WHERE INDICATED) 1
ERC10
SILT FENCE OUTLET 5
ERC10
TREE PROTECTION FENCE 3
ERC10
SKIMMER SEDIMENT BASIN
OUTLET PROTECTION
ER�
FAIRCLOTH SKIMMER 2
ERC10
POROUS BAFFLE 2
ERC11
4
EMERGENCY SPILLWAY ERC10
INLET PROTECTION 3
ERC11
4
EXCAVATED DROP INLET PROTECTION ERC12
U
ry

GENERAL NOTES:
1
1
I
1
1
I
1
1 R R ft R R
--- L -- \ — �oD
V00-, O _ ........ R
(PODLOD-LOD-
---- ---- LO --- D-----
I
1
I
1
I
R
LO
— Inn ..
940
p..;
\ \ .: '' 7T116 l l l l l l l l l
- 2 l lllllll 4
�
Qo� o —ao� —_ o' —a -----drop—---a0� —
J 940 0 0 / \ 1
0 i �l ^ \ ,
CIO
TOPSOIL O / / J
1 O
STOCKPILE AREA l /
O 2
O
\ I F
Lu �� IW
Lu \ �� I W
a0�----- 0�-----ao-----a0�-----a0�----- o�----- o'----ao-- 'y
W, O 1cc
�' SEZOPCK ' M
*
OI OPERA ��' I�
04
1�
I"y
i '� Lil
Lyil %�
i
1
-
( � 1
1
1
1
I�
1
1
I I
1
1
I I
1
1
I I
1
1
I I
1
1
I I
1
I I
1
I I
1
1 1
I I
1
1. SEE 2710093SDV SHEET
2 FOR
LEGEND, ABBREVIATIONS,
AND GENERAL NOTES.
2. SEE 2710093ERC SHEET
1 FOR
GENERAL EROSION AND
SEDIMENTATION CONTROL
NOTES.
3. SEE 2710093ERC SHEET
3 FOR
PHASE II CONSTRUCTION
SEQUENCE AND SEEDING
PREPARATION NOTES.
4. CONTACT PERSON RESPONSIBLE
FOR EROSION CONTROL
MEASURE MAINTENANCE IS ERIC
SHOOK. PHONE
(336)-416-9168
HATCH LEGEND:
EROSION CONTROL MATTING 4
ERC11
KEY NOTES:
1
O
SILT FENCE
ERC10
5
O
SILT FENCE OUTLET
ERC10
3
O
TREE PROTECTION FENCE
ERC10
4
O
EXCAVATED DROP INLET PROTECTION
ERC12
1
O
OUTLET PROTECTION
ERC12
3
O
TEMPORARY ROCK SILT CHECK
�12
0 30' 60'
SCALE IN FEET
U
w
ISSUED FOR
CONSTRUCTION

p o
40' PROPERTY LI
a
1.: .
d
R R ,
LOD— -- —_�� __ R R R R R
---- LODLo
Lo
—
40�-----40�-- — — —UUI—— — — —UUI-----QO-1 -----QO1 —
l
x
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS,
AND GENERAL NOTES.
2. SEE 2710093ERC SHEET 1 FOR GENERAL EROSION AND
SEDIMENTATION CONTROL NOTES.
3. SEE 2710093ERC SHEET 3 FOR PHASE II CONSTRUCTION
SEQUENCE AND SEEDING PREPARATION NOTES.
4. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL
MEASURE MAINTENANCE IS ERIC SHOOK. PHONE
(336)-416-9168
HATCH LEGEND:
EROSION CONTROL MATTING 4
ERC11
KEY NOTES:
O SILT FENCE 1
ERC10
02 TREE PROTECTION FENCE 3
ERC10
03 CONSTRUCTION ENTRANCE 1
ERC11
2
04 CONCRETE WASHOUT ERC12
3
O TEMPORARY ROCK SILT CHECK ERC12
0 30' 60'
SCALE IN FEET
U
w
ISSUED FOR
CONSTRUCTION

TYPE I BUFFERYARD
SEE GENERAL NOTE 4
I / _
G=j o" y
I
0-i $
J �
1 0
1
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0
1,
1
1
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1
a
0
I�
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I
0
0
J
I
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1
1
I
1
1
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. SEE 2710093ERC SHEET 1 FOR GENERAL EROSION AND
SEDIMENTATION CONTROL NOTES.
3. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE
MAINTENANCE IS ERIC SHOOK. PHONE [phone]
4. PER WINSTON-SALEM/FORSYTH COUNTY UNIFIED DEVELOPMENT
ORDINANCE, A TYPE I BUFFERYARD IS REQUIRED. THESE
REQUIREMENTS INCLUDE 2 DECIDUOUS TREES & 6 PRIMARY
EVERGREEN PLANTS PER 100 LINEAR FEET. SEE UDO CLEARCODE
SECTION 6.3.2 FOR ADDITIONAL REQUIREMENTS.
PHASE III CONSTRUCTION SEQUENCE:
1. AT PROJECT COMPLETION, CONTACT NCDEQ FOR REVIEW AND WITH
APPROVAL APPLY FOR NOTICE OF TERMINATION (NOT).
2. FOLLOWING REVIEW AND APPROVAL, REMOVE SEDIMENT TRAPS.
EXCAVATE AND REMOVE ACCUMULATED SILT, UNDERCUT AND HAUL
OFFSITE. RESTORE SEDIMENT TRAP AREAS TO PRE -DEVELOPMENT
GRADES AND STABILIZE.
2. SEED AND STABILIZE RE-ESTABLISH GRADES AFTER SEDIMENT TRAP
REMOVAL.
3. SILT FENCE SHALL REMAIN IN PLACE UNTIL SEDIMENT TRAP AREAS
HAVE BEEN RESTORED TO PRE -DEVELOPMENT GRADES AND
PERMANENT STABILIZATION HAS BEEN ESTABLISHED.
4. REMOVE REMAINING EROSION AND SEDIMENTATION CONTROL
MEASURES EXCEPT STONE INLET PROTECTION ON SIX (6) DRAINAGE
STRUCTURES WITHIN THE SUBSTATION YARD AND OUTLET
PROTECTION ON FOUR (4) PIPE OUTFALL STRUCTURES.
5. DRAINAGE INLET PROTECTION WITHIN THE SUBSTATION YARD TO BE
REMOVED UPON INSTALLATION OF SUBSTATION YARD STONE.
I T 1
I
� � 1
!� 2 loo KEY NOTES:
1 j �� W O SILT FENCE (DOUBLE ROW WHERE INDICATED) 1
ERC10
O I=
r ii 1 Iy 1
0 i/ 02 OUTLET PROTECTION ERC12
O4
W
�c 03 INLET PROTECTION 3
10 ERC11
i i O 5
i ��/ P" SILT FENCE OUTLET
o IC4 ERC10
LY
i
IZ
/ i ! j
1�i i
.� i F
I`� C
j � 1
SETB?OK , HATCH LEGEND
1
i PROP�� A
PERMANENT SEEDING, SEE
DD
2710093DRG SHEET 1 FOR
/\. 1 PERMANENT SEEDING NOTES
i \ i
,i
'1
1
/ 1
1 1
1
i 1
i
1
� 1
i
1
1
1 I
1 ,
1
J1 ~
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0 30' 60'
SCALE IN FEET
ISSUED FOR
CONSTRUCTION

1 `y
1
I�
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
1 2. SEE 2710093ERC SHEET 1 FOR GENERAL EROSION AND
' SEDIMENTATION CONTROL NOTES.
3. SEE 2710093ERC SHEET 7 FOR PHASE III CONSTRUCTION
' SEQUENCING.
1
4. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE
R MAINTENANCE IS ERIC SHOOK. PHONE [phone]
_ RI
/
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KEY NOTES:
O
O
C
SILT FENCE
SILT FENCE OUTLET 5
ERC10
OUTLET PROTECTION
HATCH LEGEND:
PERMANENT SEEDING, SEE
2710093DRG SHEET 1 FOR
PERMANENT SEEDING NOTES
0 30' 60'
SCALE IN FEET
U
w
ISSUED FOR
CONSTRUCTION

GENERAL NOTES:
I
I
I
R
944 �
�. J46 - t
40' PROPERTY LINE SETBACK
k �,
I\
m
W /W— LOD L-pq=---- LOD—
a0-1 -----a0­1 -----a0­1 -----a01 ao'l
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. SEE 2710093ERC SHEET 1 FOR GENERAL EROSION AND
SEDIMENTATION CONTROL NOTES.
3. SEE 2710093ERC SHEET 7 FOR PHASE III CONSTRUCTION
SEQUENCING.
4. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURE
MAINTENANCE IS ERIC SHOOK. PHONE [phone]
KEY NOTES:
1 \
O SILT FENCE
ERC10
02 CONSTRUCTION ENTRANCE 1
ERC11
000NCRETE WASHOUT 2
ERC12
HATCH LEGEND:
PERMANENT SEEDING, SEE
2710093 SHEET 1 FOR
PERMANENT SEEDING NOTES
0 30' 60'
SCALE IN FEET
U
w
ry
ISSUED FOR
CONSTRUCTION

STONE APPROACH
lool
STEEL POST EXTRA STRENGTH FILTER FABRIC o ��' �� I STREAM
(1.33 LB/LIN FT EXTRA STRENGTH FILTER FABRIC I NEEDED WITHOUT WIRE MESH FABRIC STEEL POST (1.33 LB/LIN FT CHANNEL ANTEXTEND STONE
OTATE WARD
i ' �.>
STEEL— 4FT MIN NEEDED WITHOUT WIRE MESH FABRIC; 4 STEEL— 4FT MIN LENGTH) NEEDED TO PROTECT CUT
� / -
LENGTH) FABRIC HEIGHT, 18 TO 24 �� SLOPES
Q NCDOT CLASS A RIP RAP
STEEL POST RUNOFF 1'-6" HIGH — SILT FENCE o $ o�
4 DIVERSION
�Ow
o SURFACE FLOW
�
\ N STEEL POST (1.33 LB/LIN FT o f
o�
STEEL— 4FT MIN LENGTH) STREAM
F� ;IIIIIII ii IIIIII-
CHANNEL /
11=1 11=1 � 9" MAX
-III Illi `r F(RECOMMENDED) 1'-6" MIN STONE APPROACH
F� ;II IIII�- BACKFILL TRENCH STORAGE HEIGHT
" INSTALL TRAP ON EITHER SIDE OF
WITH COMPACTED 8 G\\JG CREEK. TRAP SIZE WILL VARY
z DOWN-4" FORWARD OW SQP PONDING HEIGHT TIMBER MAT 00 ACCORDING TO LENGTH OF ACCESS
��'I� STEEL POST 36 in. ABOVE GRADE MAX. ROAD DRAINING TO THIS POINT
\�P STANDARD DETAIL (MAX.) EQUAL TO 50 CU. FT. PER 100FT
SPPG\NG N TRENCH WITH NATIVE BACKFILL �° RUNOFF PERSPECTIVE VIEW Q OF ROAD
MPS # SURFACE FLOW
57 WASHED
DIVERSION TO STONE
6 NOTES: STONE TRAP APPROACH TIMBER STONE
1 . INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT - —_ , , SURFACE FLOW
WHEN DEPOSITS REACH 30% OF FENCE HEIGHT. =III=III=III I ����°III=III= MAT APPROACH DIVERSION TO
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE - 1=III=III=III���"— — TRAP
SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. N -III=III=III=1 III— III=III =OR
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING DESIGN DRAINAGE AREA WEIR LENGTH 1=1111111111111111111 111111111111111 _ STREAM
EFFICIENCY. TYPE (APPROX.) (L) MIN. =III..III..III 11=III=III= FILTER FILTER
4. SILT FENCE DRAINAGE AREA OF 1 /4 ACRE OR LESS PER 100 LF. - - - I -III-III= FABRIC
5. WIRE MESH REINFORCEMENT SHALL CONSIST OF 14 GAUGE WIRE X 6" SPACING. 1 /4 1 /2 ACRE 4.0 FT ' I ,111� i d I III � III I IIl d I I I' STREAM � FABRIC
6. SYNTHETIC FILTER FABRIC MIN. REQUIREMENTS: BED
LONGITUDINAL SECTION
B. PERMITTIVITY — 0.05 SEC-1;
A. TENSILE STRENGTH — 90 ' ROCK SECTION DETAIL
C. APPARENT OPENING SIZE — 30 US STD. SIEVE; AND, TRENCH WITH GRAVEL
D. ULTRAVIOLET STABILITY — 70%
END VIEW
SILT FENCE 1
ERC01
ERC09
WATER ENTRY UNIT
VITH TRASH SCREEN
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
(SIZE SHOWN ON PLANS)
40 PVC PIPE
DR ARM)
CNN ON PLANS
HOSE
SILT FENCE OUTLET(S:)
ERC01
ERCO2
ERC04
ERC05
ERC07
ERC08
NOTES:
1. INSPECT SKIMMER SEDIMENT BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2"
OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVED SEDIMENT AND
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE
HALF THE HEIGHT OF THE FIRST BAFFLE. PULL SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE
ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR FIRST CELL. ENSURE VEGETATION
GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REMOVE ANY DEBRIS CLOGGING THE SKIMMER ASSEMBLY.
3. CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH
FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,
SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMPANKMENT FOR
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
FLOURESCENT ORAI
POLYETHYLENE, LAP
SAFETY BARRIER FI
FABRIC
11911103
w
Q =
�w
z�
�ry
N m
6' TYP. (8' MAX.)
BURY FABRIC EDGE
MIN. 12" (TYP)
METAL STAKE (TYP.)
X
Q
N
T
TIMBER MAT
STREAM CROSSING 6
ERC01
EMERGENCY SPILLWAY
TOP OF BERM
C" r f\ I A I r A I T f l A (" I A I T l-\ n f l A 1 A
SEE PLAN
IMPERMEABLE GEOTEXTILE FABRIC
NOTES:
1. THE GEOTEXTILE FABRIC SHALL CONSIST OF ONE CONTINUOUS PIECE. THE FABRIC SHALL NOT
BE JOINED OR SPLICED.
1. ERECT TREE PROTECTION FENCING
AT A RADIUS FROM
THE TREE
TRUNK EQUIVALENT TO
SEDIMENT BASIN
1—FOOT FOR EVERY INCH OF TREE
TRUNK DIAMETER,
OR TO THE
TREE DRIPLINE, WHICHEVER IS
_
III
SCHEDULE 40 PVC PIPE FLOAT GREATER.
I
EMERGENCY
I II
I I (BARREL OR ARM) 2. FENCE SHALL BE INSTALLED PRIOR
TO THE START OF
ANY CLEARING,
GRADING, OR OTHER
T PIPE III
-I
I —I CONSTRUCTION ACTIVITY.
S P I LLWAY 4
—III—III—_
3. NO STORAGE OR CONSTRUCTION ACTIVITY OF ANY KIND MAY TAKE
PLACE WITHIN THE TREE
III=III—III—�
FLEXIBLE HOSE PROTECTION ZONE.
ERC01
—
—
—
4. INSPECT TREE PROTECTION FENCE
I
PERIODICALLY FOR
CONDITION.
REPAIR OR REPLACE AS
ERC04
�— NEEDED.
POTENTIAL F
OCCUR. PRO
MINIMIZE DISC
PIPE
,.�: ► : ► 1
DISCHARGE
4" SCHEDULE 40
(NO SCALE) SKIMMER BECOMING STUCK
TREE PROTECTION
FENCE 3
ERC01
ERC06
U
Lu
ry
FA RCLOTH SKIMMER 2
ERC01
ERC04
ISSUED FOR
CONSTRUCTION

SEDIMENT
CONTROL
STONE A
STRUCTURAL
STONE
DESIGN CRITERIA:
1. AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
2. PAD THICKNESS: 6" MINIMUM
3. PAD WIDTH: 24' MINIMUM
4. PAD LENGTH: 100MINIMUM
5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT
FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS.
6. A FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL
FOUNDATION.
7. THE FILTER FABRIC MAY BE MADE OF WOVEN OR NON -WOVEN MONOFILAMENT YARNS,
AND SHOULD MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A. THICKNESS 20 - 60 MILS;
B. GRAB STRENGTH 90 - 120 LB; AND,
C. CONFORM TO ASTM D-1682 OR ASTM D-177.
0' � O
�`-\C1
o�oo o<
0
GEOTEXTILE
FABRICS —
2-3" DIAMETER
WASHED STONE,
6" DEEP
700,
�Iv/
�
M
PERSPECTIVE VIEW
NOTES:
111\1SPECT CONSTRUCTION ENTRANCE PERIODICALLY FOR CONDITION
OF SURFACE. TOPDRESS WITH NEW GRAVEL AS NEEDED.
CONSTRUCTION
ENTRANCE 1
ERC03
ERC06
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
111 �I0101
1'-O" MIN. V-6" MIN.
7ffiD2;Oo12"
r 4'-8" - p(�!'l
6"
TREATED
WATER
SECTION A -A
NOTES:
1. REMOVE SEDIMENT FROM THE SEDIMENT POOL AREA WHEN THE
VOLUME IS DECREASED BY HALF.
2. DO NOT UNDERCUT STRUCTURE DURING SEDIMENT REMOVAL.
3. REMOVE ACCUMULATED DEBRIS FROM THE INLET OPENING.
4. STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND
COVER.
INLET PROTECTION 3
ERC01
ERC04
ERC07
NOTES
CLEAN SEDIMENT WHEN
1/2 FULL AND AS DIRECTED.
USE NO. 5 OR NO. 57 STONE
FOR SEDIMENT CONTROL STONE.
USE CLASS A STONE FOR
STRUCTURAL STONE.
CONSTRUCT TOP OF BERM
A MINIMUM OF ONE FOOT
BELOW THE SHOULDER OR
ANY DIVERSION POINT.
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1632.0
N OTES :
1. NCDOT DETAILS SHOWN AND ANY REFERENCED STANDARDS ARE PART OF
CONTRACT DRAWING SET.
ISSUED FOR
CONSTRUCTION
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
AND SECURE WITH PLASTIC TIES AT POSTS
ANDON I--- -1 ­11 a ,,,,
9 GAUGE MIN HIGH
TENSION WIRE STRAIN
SHALL BE SECURED
TO POST TO SUPPORT
BAFFLE MATERIAL
DP1r r LC IVIr%I C1111ml.-
NOTES:
1. INSTALL THREE(3) COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
DAMS AT DRAINAGE OUTLETS WITH A
SPACING OF 1/4 THE BASIN LENGTH.
2. TWO(2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF SPILLWAY
ELEVATION.
INSTALL POST TO ANCHOR
BAFFLE TO SIDE OF BASIN AND
SECURE TO VERTICAL POST
AT 12" MAXIMUM SPACING BAFFLE MATERIAL
11 GAUGE
LANDSCAPE
STAPLE
1112"
III
I- I I E- 11=1 I I
STEEL POST - 2'-0" DEPTH
BAFFLE
MATERIAL SHALL BE SECURED
TO THE
BOTTOM
AND SIDES OF BASIN
USING
12" LANDSCAPE STAPLES
POROUS BAFFLE(S:)
ERC01
ERC04
z
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QQ
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(MIN.) GROUND z x U
r -ITI-ITI=u -n ~ o O
r II-i= ( III BACKFILL 0 0 U)
cc:< ^
6" W Q Q u x
III it f _ (111111 (MiN.)—' HC-)CrO�r
III -I11= •-I Q
I III ITI- 30' r � STAPLES ON
III IIIIIIII III = lollB Ir (' IIIIII ��\.�\,�� .�\ \,�� 1' CENTERS O 0 Q
II III II -ITI= 4" I- Q IN TRENCH p N
-III IIIIIIIIII II IIIIII yv�
IIIIIIIIII � � � 1 � IIIIIIIIII 00 � F>-I
-III= a' II_I11= T
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I III=III- 1=III=11 � �
TI= - 10" TI=III-I 6" MIN
-III 1 6 "=1
STAPLE -III ` II=III=1
CHECK ` II �IIIII�IIIIIII
MATTING SHALL BE STAPLES ON
MATTING IN DITCHES PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM O
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A q Staple Check Pattern Q
499 J
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p i--i
z
B Staple Q
�Check CO Z
,-- Staple 4- � Z
4, N
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a
MATTING ON SLOPES DIAGRAM O x
NOTES
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, COIR FIBER MAT AND PERMANENT SOIL REINFORCEMENT MAT
(PSRM) INSTALLATION AND AS DIRECTED.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
NOT TO SCALE SHEET 1 OF 1
1631.01
6
3'
X�Staple
X
N 3,
X
EROSION
CONTROL MATTING 4
ERC01
ERC06
1[91111.11
1. INSPECT BAFFLES AT LEAST ONCE PER WEEK AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (1/2" OR GREATER). REPLACE TORN,
DECOMPOSED, OR INEFFECTIVE BAFFLES IMMEDIATELY.
2. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH 1/2
THE STORAGE VOLUME.
3. UPON FINAL STABILIZATION OF THE SITE, REMOVE ALL BAFFLES
AND UNSTABLE SEDIMENT DEPOSITS.
NOTES:
1. INSTALL EROSION CONTROL MATTING ON SLOPES 2.5:1 OR STEEPER.
2. INSPECT EROSION CONTROL MATTING AT LEAST WEEKLY AND AFTER
SIGNIFICANT RAINFALL EVENTS (1/2" OR GREATER).
3. MAINTAIN ADEQUATE CONTACT WITH UNDERLYING SOIL TO PREVENT
EROSION UNDERNEATH THE MATTING.
4. TORN OR INEFFECTIVE SECTIONS OF MATTING SHALL BE REPLACED
IMMEDIATELY.
U
Lu

SEDIMENT CONTROL STONE
STRUCTURAL ST(
1' MIN
.r %W
FLOW
A
2/3 CHANNEL
WIDTH
SECTION A -A
NnTGc
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
1' MIN
12"
H = 2' MIN
o�
F i -� 1-F
SECTION B-B
1. CONTRACTOR SHALL INSPECT ROCK CHECK DAMS WEEKLY AND AFTER ANY RAINFALL EVENT OF
1 /2 INCHES OR MORE.
2. REMOVE SEDIMENT WHEN HEIGHT OF SEDIMENT REACHES 113 THE HEIGHT OF THE ROCK CHECK
DAM. PLACE SEDIMENT IN APPROVED STOCKPILE. REFER TO EROSION CONTROL GENERAL NOTES.
3. REMOVE ROCK CHECK DAMS FOLLOWING COMPLETE STABILIZATION OF CONTRIBUTING DRAINAGE
AREA. PLACE PERMANENT VEGETATION OVER AREA OF REMOVED ROCK CHECK DAM.
4. ROCK CHECK DAM SHALL BE REPAIRED OR REPLACED IF THE BMP BECOMES DAMAGED OR
CLOGGED.
TEMPORARY ROCK
SILT CHECK r3
ERCO2
ERC03
ERC05
ERC06
ERC08
ERC09
STRUCTURE NAME
SKIMMER
A-1
B-1
C-1
D-1
PIPE SIZE (IN)
6
24
15
24
18
LENGTH (FT)
10
10
12
20
10
WIDTH AT OUTLET (FT)
1.5
6
3.75
6
4.5
WIDTH AT END (FT)
8.5
12
13.25
22
11.5
RIP RAP D50 (FT)
0.30
0.30
0.30
0.40
0.40
NOTES:
1. LA IS THE LENGTH OF THE RIP RAP APRON.
2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM ALL WATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND
SOIL FOUNDATION.
5. RIP RAP APRON TO CONFORM TO THE MANUAL FOR EROSION AND SEDIMENT CONTROL
IN NORTH CAROLINA.
6. INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OUTLET PROTECTION
\ERCO1/
ERCO2
ERC04
ERC05
ERC07
ERC08
PLAN
LA
SECTION AA
z
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Q�� .
LLJ0HZ
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L"QQ"=
QU�0C5
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CO-LLOJ
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w�
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)HEET 1 OF 1
1633.01
FILTER
BLANKET
Excavated area (as required)
Side slope ;1 rr
I' Accumulated
Ilf sediment
Weep holes .1
Excavated depth, for Gravel --supported by
min 1 , -ma ' f dewalerin hardware cloth to allow
below top of inlet drainage and restrict
sediment movement.
I a
P
Flow -' Flow
/ . J
01
� III
r" max/
Flow
Flow
EXCAVATED DROP
INLET PROTECTION 4
ERC01
ERCO2
ERC04
ERC05
LATH & FLAGG
ON ALL SIDES
1[o ►�ylli•R� ��..��......
PLAN
AVITCC
SANDBAG
(TYP.)
AL. PLASTIC
JG
STRUCTURE NAME
B-2
D-2
D-3
DRAINAGE AREA (ACRE)
.40
.45
.95
REQUIRED STORAGE (CF)
715
820
1720
DEPTH (FT)
2
2
2
DIMENSIONS (FTxFT)
15x25
16x26
25x35
1\r tiW-E-M
1. MAINTAIN SIDE SLOPES AROUND THE EXCAVATION NO STEEPER THAN 2:1.
2. SHAPE THE BASIN TO FIT SITE CONDITIONS, WITH THE LONGEST DIMENSION ORIENTED
TOWARD THE LONGEST INFLOW AREA.
3. INSPECT, CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN WEEKLY AND AFTER
EVERY RAINFALL EVENT OF 1 /2 INCHES OR MORE.
4. REMOVE SEDIMENT WHEN HEIGHT OF SEDIMENT REACHES 1 /2 THE HEIGHT OF THE
BASIN. PLACE SEDIMENT IN APPROVED STOCKPILE AREA.
SANDBAG
E�l111
IIII �11III _I,'i i'i
SECTION A -A
1. THE CONTRACTOR MUST PROVIDE A DESIGNATED AREA FOR CONCRETE WASHDOWN OF TOOLS,
CONCRETE MIXER CHUTES, HOPPERS, AND THE REAR OF THE VEHICLES. THIS AREA MUST HAVE
A CONCRETE WASHOUT FACILITY AND MUST BE CONSTRUCTED ACCORDING TO THE DETAIL SHOWN.
2. THE CONCRETE WASHOUT FACILITY MUST BE LOCATED A MINIMUM OF 50 FEET FROM STORM
DRAINS, OPEN DITCHES, OR WATER BODIES.
3. WASHOUT DISCHARGE FROM THE CLEANING OF CONCRETE TRUCKS, TOOLS, AND OTHER
EQUIPMENT MUST NOT BE DISCHARGED INTO STORM DRAINS, OPEN DITCHES, STREETS, OR
STREAMS.
4. EXCESS CONCRETE MUST NOT BE DISPOSED OF ON SITE. ALL EXCESS CONCRETE MUST BE
TRANSPORTED OFF -SITE AND DISPOSED OF PROPERLY.
5. IT IS PROHIBITED TO WASHOUT THE MIXING DRUM OF CONCRETE TRUCKS ON -SITE.
6. INSPECT CONCRETE WASHOUT AFTER EACH USE. ENSURE EXCESS CONCRETE IS MAINTAINED
WITHIN THE WASHOUT AREA UNTIL DISPOSED OF. REPAIR CONCRETE WASHOUT MATERIALS AS
NEEDED.
CONCRETE WASHOUT 2
ERC03
ERC06
ERC09
BERM
U
LU
(If
ISSUED FOR
CONSTRUCTION

Es
11
III
I..,
.
.
l..
IN
%
-
I
I
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
Z.- -
17+00 18+00 19+00
rl-,�
ERCO2
ERC03
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1.(
CIA
VERTICAL SCALE
O 8' 10'
00119
SCALE |NFEET
HORIZONTAL SCALE
O 30' 00'
00119
SCALE |NFEET
ISSUED FOR
CONSTRUCTION

F_R
R
TYPE I BUFFERYARD
SEE GENERAL NOTE 6 gN6
948
c�
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co
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I
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36
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rn
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co o
40'
m
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R
R R R R
R R
N •
930
932"�
0032
..............................
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cv
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i.
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g2p
930
926�924�
920
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— — — — — � — — — —
914
---916
—920— —
20
9 i
r-
0 918i
N M '
914
1
1
0
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. PROPOSED ELEVATIONS REPRESENT TOP OF FINAL GRADE,
PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.
PROPOSED ELEVATIONS WITHIN THE SUBSTATION YARD INDICATE
6" BELOW TOP OF #57 STONE.
3. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH
POINTS PRIOR TO BEGINNING CONSTRUCTION.
4. SURFACES AROUND THE STATION SHALL BE GRADED TO PROVIDE
POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURES AND
PAVEMENTS.
5. SEE 2710093GRA SHEETS 4 & 5 FOR ROADWAY PROFILES.
6. PER WINSTON-SALEM/FORSYTH COUNTY UNIFIED DEVELOPMENT
ORDINANCE, A TYPE I BUFFERYARD IS REQUIRED. THESE
REQUIREMENTS INCLUDE 2 DECIDUOUS TREES & 6 PRIMARY
EVERGREEN PLANTS PER 100 LINEAR FEET. SEE UDO
CLEARCODE SECTION 6.3.2 FOR ADDITIONAL REQUIREMENTS.
co - g20
r M / �, I � I _,• I
HATCH LEGEND:
I o
�ryN rn r � I
i
1 r i 1
' SUBSTATION PAD #57 STONE
IN
o N \ o co
�= CRUSHER RUN STONE DRIVE WAY
lox
i i ' Iii
qi ri �
a i
I 'cp
O
i i Ir
I %i ti
IN
IW
i;
i IZ
i I J
J j 1
% V
o ; 1
r � • •I
i � E-\gPCK
/ 40
i i •. I
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'•' %i
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i 1
i
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� I
i
/
' 1 I
i r
' 1
1
' 1 I' 1
1
1 I i 1
i
1
i0i /
% z
0 30' 60'
SCALE IN FEET
0
w
ISSUED FOR
CONSTRUCTION

1
1 I
I '
1
1 I 1
1
R\ R R R 1
\ 6' 950 R R R R R R
g48 950
F----- — -- o _ 144 946 1
40' LIN 1
� a-,.. ---- ----- -------------------- ----- ----- ---- —inn :��— g4
9�
1
9 �944 y3'0 940
' 992
3�\ 942—--------
s4 - 1
0 //// a'
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~I /
fA - cc
� a
cc
E SEZBPCK / / '
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LLI
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1 I
I � 1
r � 1
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1
I '
1
I '
1
I '
1
I '
1
I '
1
I '
1
I '
1
I '
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. PROPOSED ELEVATIONS REPRESENT TOP OF FINAL GRADE,
PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.
3. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE—INS AND MATCH
POINTS PRIOR TO BEGINNING CONSTRUCTION.
4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE
DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF
THE OWNER.
5. SURFACES AROUND THE STATION SHALL BE GRADED TO PROVIDE
POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURES AND
PAVEMENTS.
6. SEE 2710093GRA SHEET 4 FOR ROADWAY PROFILE.
HATCH LEGEND:
�8m CRUSHER RUN STONE DRIVE WAY
0 30' 60'
SCALE IN FEET
0
w
ISSUED FOR
CONSTRUCTION

GENERAL NOTES:
R R R R R R
I R R R
' 944 946
948 95p 954_
40' RTY LI ACK 54
- - - - - - - - - - -- VA-1
956
------ ----
_
- -------- -946---------950 - - 40' PRO NE SETBAC 23+25
`ys6,
I
NI
W'
W'
yl
a'
cc'
MI
o,
o�
N�
W'
ZI
J
Ci I
a
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. PROPOSED ELEVATIONS REPRESENT TOP OF FINAL GRADE,
PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.
3. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH
POINTS PRIOR TO BEGINNING CONSTRUCTION.
4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE
DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF
THE OWNER.
5. SURFACES AROUND THE STATION SHALL BE GRADED TO PROVIDE
POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURES AND
PAVEMENTS.
6. SEE 2710093GRA SHEET 4 FOR ROADWAY PROFILE.
HATCH LEGEND:
CRUSHER RUN STONE DRIVE WAY
CONCRETE DRIVEWAY APRON
0 30' 60'
SCALE IN FEET
0
w
ry
ISSUED FOR
CONSTRUCTION

960.0
955.0
950.0
945.0
940.0
935.0
930.0
925.0
920.0
915.0
910.0
905.0
900.0
960.0
955.0
950.0
945.0
940.0
935.0
930.0
925.0
920.0
915.0
910.0
905.0
900.0
135.00' VC
110.00, VC
N
.. . .
. . .
PVI STA: 12+09.92
N.
. . ... . . .
. . .. .
. . . ... . . . . . ... .
m
PVI STA: 15+77.66
m
;
N
0 :
PVI ELEV: 920.13
ti
O
:
:
: :
N
rn
PVI ELEV: 947.72
N
rn
+
K: 10.00
+
LNfi
+'
Iq
co
K: 10.00
+
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EXISTING GRADE
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PROPOSED GRADE
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N
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N
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4
N
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N
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f
M
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co
M
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L6
M
O 1
M
CO
M
O
N
N
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L6
L6
C
O
6
0
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CA
CA
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m
CA
m
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Cn 1
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c)
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12+00
115.00' VC
13+00
14+00
15+00
16+00 17+C
'
N
PVI STA: 19+35.42 M
. ... . . . . . . . . . . . . . . . EXISTIN.G• GRADE . . . . . . . . . . . . . . . . . . . . . •. . . . . .... .
N
PVI ELEV:935.19 rn
co
I
+
r;
K:13co +
7
co
co.23
w
��w��
rn.. . .. .. ..�.�. :_._.�.�.. .. .. ..: . . .. .. ..: . .. .. .. .. .
5 19%
m
m
w
PVI STA: 23+24.56
w /
.. .. .. .. .. . .
.s :. .. .. .... PVI ELEV: *955.39
` _.�
-----------------3.500
�/
.:.
- -:
�..
.. .. :. .PROPOSED GRADE
�. �.
a.
......:........-...........:...................:...................:.......
....
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L0
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LC)
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N
O
N
(-0
Lf)
O
r
P-
c
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r,
Lf)
1
c6
C6
L6
4
N
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00 o
00 a
CO
M
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N
M
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It
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L0 l
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Lf) Lf
Lo
Lo
Lf)
C
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0
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0
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0
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rn c
o a
o
0
0
0
0
0
0
0 (
rn c
o c
o a
m
o
0
7+00 18+00
19+00 20+00
ACCESS ROAD PROFILE
G RA01
G RA02
G RA03
21+00
22+00
23+00 24+C
960.0
955.0
950.0
O
945.0
940.0
935.0
930.0
925.0
920.0
915.0
910.0
905.0
900.0
960.0
955.0
950.0
945.0
940.0
935.0
930.0
925.0
920.0
915.0
910.0
905.0
900.0
VERTICAL SCALE
0 8' 16'
00119
SCALE IN FEET
HORIZONTAL SCALE
0 30' 60'
00119
SCALE IN FEET
0
Lu
ISSUED FOR
CONSTRUCTION

950.0
945.0
940.0
935.0
930.0
925.0
920.0
915.0
910.0
905.0
900.0
O
o
:
150.00' VC
0o
Lo
............•
PVISTA:31+76.65
......�
••••
0
0
�
rn
PVI ELEV: 919.03
M o
o
co
: :
o+
N
K:9.81
N
N co
M.
M
O
Co
O co
f�
(n
W
C6
W
(n
W M
.
UU
UU
j;
. . . . . . '. . . . . . .
. . . .
. m
m. . . . ... . . . . .
. .
. .
W
W H
JI .
Cn
W
.............
....
.................
.............
. .:.
.:.
.:. .
EXISTING
GRADE
-►..
—10001.
.PROPOSED
.................
................
GRADE
.......
....
f`
O'
N
O
Ln
L0
1
O
O
It (
C
C
Co Lf
O a
N
O
O
Lf)
M
I`
N
O
N
CD
N
4
(N
-
N
N
N .
N Lr
N c
N
N
N
N
C-
N
N
0)
0) O
O-)
O
O
O') (
O C
O') C
O')
O')
O')
0+00 31+00
ACCESS ROAD PROFILE 2
RAO
32+00
33+0
950.0
945.0
940.0
935.0
930.0
925.0
920.0
915.0
910.0
905.0
900.0
VERTICAL SCALE
0 8' 16'
00119
SCALE IN FEET
HORIZONTAL SCALE
0 30' 60'
00119
SCALE IN FEET
Lu
ry
ISSUED FOR
CONSTRUCTION

VARIES . 2' . 6'
5$
CUT SECTION
10'
1
GRA06
4% 2%
EXISTING GRADE
FILL SECTION
10'
5$ VARI
GRAVEL ACCESS ROAD
SEE DETAIL 1 /SDV08
2% 4%
-- ___�_____
GRAVEL
DRIVEWAY SECTION A
G RA01
GRA03
1 f/
- ABC COMPACTED
-IER RUN STONE
COMPACTED SUBGRADE
CRUSHER
RUN STONE 1
G RA01
GRA03
U
w
ry
ISSUED FOR
CONSTRUCTION

GENERAL NOTES:
co
� \ rn
1 1 1 \
----------------
------- 9 940 /
930
932- \ 1
.---+---�- \--- -
/ / \
--- 948- / �/ -- / ---�/ 932-----------.-...... -.... -.- '�-- �----
c� .... ......... ...... \........................... ....
............ /.......... ....... ...\.........\............ �. .......\..............
/. \.........
\ .......... \.........\...... ... / I ) \
.............. ........... .\............ ...\......... ....... .
/ I / ....... \
o �....;;........ ...
............ ../ .......... \......:::......... \
j .... /...... .... .. .... ..... \::::::::.\...
rnI 932 .... .. /............. ........
/................\.......... �.
/......................o .........\.......... ..
co I . / �� ..
/. ......... ./ ............./...................r..lrj............
rn/................/.................... �............1..........
/...._2:6.70..... .................... .
............... ....... /o../........ ......./.................. M ............/...... ...
9
I
/...................... ......... .
4...............
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/ i /.......... I
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/.................. / / ..... .
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\ - ..... ............. /.......... ......... ......
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3 / I
....... ........... / .. / / I
/..�... /................. �................
j.:........:1:......�. /.... / .. 0 / .............. I
/ .:
.--- /
....%:.... ........... ... ... ......... /+.::...:. :.......
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.:.::::`::::�::::::I::.::...:1................ ..... ................
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3
... = / ........
r /
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M_ -A3 ........................... I................ o . .. 1.. / I / ... 2 0 ....
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....... _ � . .......... . /. .
I\.... ........ ........... .......... .......
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'- f r �yO
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1 ... ... oom /... '... ""J.................. /
o
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A,
.. \ ,..... �' "h' / .. ' ion
.'. ....'. l' .'.'.'.
I�IIII
I I I I I /Ill 11 1 1 1 1
rO
IIII
/-9) c��� / 5 C-2
916
Y L ETB/* o'// l \
I
l _1
-I �
910
m I
\
g21910
\\ \\
1 \Q-2
I I I I 1\\\ \\ \- g18
I I II I o 1 1 I I I IA �� \\ 5
C-1
i
1 _ 3 �
B1
11 • I
I I •
I \ _
I � I� \� 1 I -
s O •.� 1
I! 1 I I I I I 916
N
W
9
\ rn W
OR'//; // / v)
03 cc
Ck
/ \ ISM\
Oo \ \
/ I
'LY
Z
I
\\ =�-- / 1 I I I ► i III �_----- �_
/aj
i .� �.
916
LLI
�g10
o97p Opp
w
w
i
1 /
Ise 1 i
i
I
0 30' 60'
00119
SCALE IN FEET
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING SHALL BE 36 INCHES
UNLESS INDICATED OTHERWISE.
4. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY THE
ENGINEER AND THE OWNER.
5. TOP ELEVATION OF ALL UTILITY STRUCTURES SHALL BE ADJUSTED ACCORDINGLY
TO FINISH GRADE ELEVATION.
6. REINFORCED CONCRETE PIPE SHALL BE CLASS III.
7. SEE SHEET 2710093SDR SHEET 4 FOR UTILITY PROFILES.
8. SEE SHEET 2710093SDR SHEET 5 FOR TYPICAL UTILITY TRENCH DETAIL.
9. PROVIDE 4" 0 KNOCKOUT FOR FUTURE UNDERDRAIN CONNECTION. UNDERDRAIN
SHALL BE INSTALLED UNDER SEPARATE PACKAGE.
10. ALL DROP INLETS SHALL BE INSTALLED FLUSH WITH TOP OF COMPACTED
SUBGRADE. MANHOLES SHALL BE INSTALLED FLUSH WITH TOP OF FUTURE #57
STONE FILL.
11. DUCTILE IRON PIPE SPECIFICATIONS
11.1. USE DUCTILE IRON PIPE THAT CONFORMS TO ASTM A746 OR ANSI/AWWA
C151/A21.51.
11.2. USE DUCTILE IRON PIPE FITTINGS AND SPECIALS CONFORMING TO
ANSI AWWA C110 A21.10 FOR STANDARD SIZE FITTINGS OR ANSI AWWA
C153/A21.53 FOR COMPACT FITTINGS.
11.3. USE PIPE AND FITTINGS WITH PUSH ON JOINTS CONFORMING TO ANSI/ AWWA
C111/ A21.11.
KEY NOTE;:
0
(J
0
0
DROP INLET
PRECAST STORM MANHOLE 2
SDR05
FLARED END SECTION 3
SDR05
OIL WATER SEPARATOR: 40,000 GALLON HIGHLAND TANK
HEADWALL
STORM STRUCTURE TABLE
NAME
NORTHING
EASTING
RIM
DESCRIPTION
INVERT
A-1
871660.13
1670409.00
925.71
FES
INV(E)=923.37
(24"
HDPE)
INV(SE)=923.72
(24"
HDPE)
A-2
871665.59
1670457.83
927.50
DI
INV(W)=923.62
(24"
HDPE)
INV(NW)=923.92
(24" HDPE)
A-3
871641.37
1670489.60
930.90
MH
INV(S)=924.02
(24"
HDPE)
INV(N)=924.41
(24"
HDPE)
A-4
871558.06
1670495.93
930.63
MH
INV(S)=924.51
(24"
DIP)
INV(E)=924.79
(24"
HDPE)
A-5
871503.19
1670500.99
930.78
MH
INV(N)=924.69
(24"
DIP)
INV(S)=925.55
(18"
HDPE)
INV(N)=925.55
(18"
HDPE)
A-6
871506.68
1670553.22
930.26
MH
INV(W)=925.05
(24"
HDPE)
INV(E)=926.68
(4" PVC)
INV(E)=925.85
(18"
HDPE)
A-6.1
871546.62
1670550.29
929.50
DI
INV(S)=925.75
(18"
HDPE)
INV(E)=926.40
(15"
HDPE)
A-6.2
871550.98
1670612.37
929.50
DI
INV(W)=926.15
(18"
HDPE)
A-6.3
871554.92
1670668.30
929.61
DI
INV(W)=926.67
(15"
HDPE)
INV(E)=925.93
(15"
HDPE)
A-7
871479.10
1670555.24
929.50
DI
INV(N)=925.68
(18"
HDPE)
INV(E)=926.33
(15"
HDPE)
A-8
871483.62
1670617.11
929.50
DI
INV(W)=926.23
(15"
HDPE)
A-9
871487.63
1670672.58
929.58
DI
INV(W)=926.60
(15"
HDPE)
B-1
871316.00
1670631.52
914.10
FES
INV(NE)=912.57
(15"
HDPE)
B-2
871363.90
1670652.07
921.77
DI
INV(SW)=918.31
(15" HDPE)
C-1
871214.23
1670672.17
902.77
HW
INV(E)=899.02
(24"
HDPE)
C-2
871178.15
1670810.75
909.99
HW
INV(W)=906.24
(24"
HDPE)
D-1
870526.57
1670661.15
932.47
FES
INV(E)=930.68
(18"
HDPE)
INV(E)=931.22
(15"
HDPE)
D-2
870510.97
1670719.31
935.00
DI
INV(W)=930.97
(18"
HDPE)
D-3
870511.22
1 1670759.48
934.52
DI
INV(W)=931.41
(15"
HDPE)
SEE GENERAL
NOTE 9
U
w
ISSUED FOR
CONSTRUCTION

1
L —
IL I
— --------- --------
-------------
- — 1
--- 94d
\ \ \ \ \ \ \ �19 g \ \ 4 / / /' /' / coVON
QLLI
W I \ \ \ \ \ \ \ ` \ — — — — — — — / / / / / // / I W
=1 \ \ \ — — / / / / LY
Two
IN
ri
\ \ \ j -- / \ —�" — /
LLI\ _ _—ter r -� \ / /� / / / /
\ / i - / 1Z
FI \
j •\ is / / / /
10,
------------
----------------
1
I I
1
I I
1
I I
1
I I
1
I I
1
I I
1
1 1
I I
1
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING SHALL
BE 36 INCHES UNLESS INDICATED OTHERWISE.
4. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE
APPROVED BY THE ENGINEER AND THE OWNER.
5. TOP ELEVATION OF ALL UTILITY STRUCTURES SHALL BE ADJUSTED
ACCORDINGLY TO FINISH GRADE ELEVATION.
6. REINFORCED CONCRETE PIPE SHALL BE CLASS III.
7. SEE SHEET 2710093SDR SHEET 1 FOR STORM STRUCTURES
TABLE.
8. SEE SHEET 2710093SDR SHEET 4 FOR UTILITY PROFILES.
9. SEE SHEET 2710093SDR SHEET 5 FOR UTILITY TRENCH DETAILS.
ArIlwmalollabo i
O FLARED END SECTION 3
SDR05
0DROP INLET 1
SDR05
0 30' 60'
SCALE IN FEET
U
w
ry
ISSUED FOR
CONSTRUCTION

\ \ \ GENERAL NOTES:
\ 1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
\ \ GENERAL NOTES.
\\ \ \\ \ \ n
-IE TO EXISTING 1 \ \
,RAVEL\ DRIVE 1\ \ \ \
r
1 \
D
2. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE
APPROVED BY THE ENGINEER AND THE OWNER.
0 30' 60'
SCALE IN FEET
ISSUED FOR
CONSTRUCTION

945
•�1
935
930
925
920
915
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PROPOSED. zo
z�
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z.
z
GRADE
z.
z
.�...
z
z
z..
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.
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....
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.......
60.0
° i...
@ 0.5 /0 15 HDPE
.. ....
..
-
:.
.:.
52.3' @ 0.5% 24" HDPE .
83.6'
@ 0.5% 24" HDPE
.
.
=
/
f . .. .. ..
/
53.6'
@.0.5% 15" HDPE;
LJ
OIL/WATER
�.
. .
. . . . . .
. . . . .
. . . . . .
/ . . . . . . . .
. . . . . .:. . .
.
. .
.
. SEPARATOR
.
. . . . . . . . .
. . . . . . . . .
2C.7'
p :5%. 1.8"
HpPI=..
. . ... . . .
. . . . . . . . .
.
. 40.0'
•@ 0.5% 24"
HDP.E...........
. . . . . .: . . . .
. . . . .
. .@
.......................
. ..... .. ..
. .. .. ... ..
.
. ... ..
. .
.. .....
.. .. ...
..
.
24 DIP 0.5%.
. ... . . .
. *A=*6.
. . . .
. . ... .
.
.........•..........
...........
........:.....
... ......
STA 12+9917
.1.
......................:....
. . . . . .. . . . . .
,49.1'.@.0:% 24"
HDPE
24"
DIP.@ 0.5%
. . . . . . . . . .
. .
.IN:V IN. =.
9Z5;55•
(18" :SD
.S)
.. .
•.
•.
•. •
IN•V IN =.
925.55
(18" •SD
. . . . . .•. . . . .
. . . . . . .•. . .
.
. .•. .
. . . . .
. . . .•. .
. . .
.
. . .
. . . . . . . . .
. . .
. . .
IN.V IN -.
926.68
(4;, S D
•N) . .' . . .
E
. . .
. . .
....
.......
..............
...
...............
...
IN•V OUT
= 925.05 (24" SD W)
...............
....
......
...
R I' = 0. 6
'
...........
...
f`
N
d
ti
O
00
O
LO
co
d
CD
CD
O
a
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d
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cl,
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ti M
O
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d
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m
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C
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m
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c
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6
L6
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r
6)
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a)
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N
N
N
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co
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co
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cr:
co
co N
M
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M
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N
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N
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m
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6)
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-00 11+00 12+00 13+00 14+00 14-
•�1
935
930
925
920
915
910
STORM PROFILE "A" 1
DRO
:. .1
o0 o
�� U)
�� z
m
M 11
:.
�. . :.
LO
11. Ln
II ��
. . ..
..
.11... . . .. .. . .
Q
�
cn N
(n
C6 .
0-)�
II
...........
�.... ....
> .
z
:.
:.
GRADE
PROPOSED•
...
. .
:. ..
. . .:.
/ :.. :.. .. . .
.
.
:. . .
. . . .EXISTING. GRADE.
�. .
. .. ... . . . . .
-52:4'
@-1'1:0% 15" HDPE ...
d
ti
M
-
U-)
M
N
(fl
N
a
6)
W
6)
F75 30+00
31 +00 311
•� 1
935
930
925
920
915
910
930
925
920
915
910
905
•11
:•1
945
950
950
U) Z L
U
N
M'O w
.00. E .
:sp
sNppp0
E
1 0o�p p
:(°
-00-M0 C)
.�I° �.rnp. .
+��
Q +C��
Q
00N
.+.��
�N
Q .+.CCU) .
N 11 00 00 �
N
II 00 00 . . . . .
.
M• II Ln 00
. . .
. . . .
940
945
II "" 00
11: ""
:. ..11.�""
. ..
..:
.. .11.�"..
945
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Ln
Qf Ln Ln
F 0 Ln
.
Q LQ(6 O
Ln Ln N
Ln
Ln Ln
a
CO
VT
Q
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N N 0) N
N N
N N
N
935
940
II II II
z z z F--
II II . . . . .
z F. .. .. ..
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.. .:.
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z �
• • •
• • • • • • • II
: . . . .
940
>>
>> z 0
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> 0 . . .
. .
->
. > 0 .
. . .
>
. . . .o. .
z_z_-
z>.
z>
>..
z.
..........
.. z
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.
930
935
:EXISTING GRADE
: . . . .:. . .
935
......,....
. ..
.
..... .......
.. . ... ..
...
�.l.
925
930
:...
..... ......
..
.. .. .
....
..
:. .. .. ..
.
930
.. ......
............
60.2' @ 0.5% 18"
HDPE
920
925
.... ...
....
.................
54 1'
......@...................
0 5% 15" HDPE
.
PROPOSED• GRADE
925
40.0' @ 0.5% '18'` HOPS . .:.
.:.
.
915
920
920
N
d
Lf7
d
m
CD
00
LO
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Lf) LO
Lf) M
ti
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6)
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co
N
N
M
N M
co
M
N
r
N
(r
N cr
N
rr
O
m
O
m
m m
m
rr
m
c
CA
a
m 6,
m
19+75 20+00 21+00
22+00
. . . . .
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Iro r, w
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rn
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PROPOSElb C'iRADE
.......
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Lf
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0-)
F75 40+00 41+00 41-1
STORM PROFILE "B" 1 STORM PROFILE "C" rl-,�
DRO DRO
930
925
920
915
910
905
•11
:•1
955
950
945
935
930
925
STORM PROFILE "A-5" 1
DRO
1
•^ N
O.O. .
. . .n. J�w
, Lq
o. p
p
pNM
. . . . .
+� . . . . . .
00M
.+.0
U)
N7
+�.....
. . . : . . . . .
:LO. fl 00 . . . . ..
Ln. 11. u)
00 .
. . . ..LE) •II Ln
.. . ... .. .. .
.1[ 1" .. ... ..11.12.`-,-
: II �_�'
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. ....
.........
z ........
z
11 ........
11
�:
.......
>
>
0
0
.........
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..zz
z..:
. . . . . ... . . . . .
• PROPOSED* GRADE
:............
/..
EXISTING* GRADE .
:. .:.
.:.
.�
. . .
/. ... . . . . . .
. . . . .
......�. ..
...�..
......
. . . . . . ..�
..,
i
�.
.... ............
..........
..... ,
..........�I.
59.2' @ 0.5% 18" HDPE
.................
3R.2'•@ 4 5%.1:5' HQP�
.
'. . .
. . . .' . . . . . .
O
N
Cfl
d
O
LO
r-
O c
M
Lf)
aJ
M
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O c
ti
d'
LO
(.0
00
(i)
m
T c
M
M
M
M
M
co
('M
co
a)
CA
m
6'
6)
m
O c
-75 50+00 51+00 511
STORM PROFILE "D" 1
�RO
955
950
945
•�1
935
930
925
U
w
HORIZONTAL SCALE: VERTICAL SCALE:
0 30' 60' 0
FOR
SCALE IN FEET SCA FG�ftTRUCTION

is
I
Y
PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
TRAILING
WEEP HOLES
J
­T­ ^OPING(INCIDENTAL)
IP ELEVATION
840.16 FRAME -
3ATE
6"
(SEE NOTE)
GENERAL NOTES:
USE CLASS "B° CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1"
DRAWING NOT TO SCALE.
#4 BAR
B 6" _
N
0 I "6-
I
DOWEL
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
cTOTAL E
FOR MINIMUM
HEIGHT, H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0°
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
1 0.925
0.092
0.127
NOTES:
1. GRATE
SHALL BE
HEAVY DUTY NEENAH
FOUNDRY MODEL R-4808 TYPE Q AND
ANGLE
FRAME OR
APPROVED EQUAL.
DROP
INLET
1
SDR01
SDR02
VARIABLE
DRIVEWAY WIDTH
6°1 OR FLATTER
DRIVEWAY PIPE
DRIVEWAY PIPE TYPICAL SECTION
REINFORCED EDGE
FULL LENGTH OF END
SECTION AND TOE PLATE
4"
6" MAX.
6' 6 -
1� D
TOE PLATE �
L
SIDE VIEW
.1 OR FLATTER SLOPE _
6
PIPE
W D
PIPE
L
PLAN VIEW
APPROACH
END TREATMENT DIMENSIONS
D
L
W
THICK. GAGE
15"
2'-6"
1'-9"
16 MIN.
18"
4'-0"
2'-0"
16 MIN.
24"
7'-0"
2'-6"
16 MIN.
PIPE FITTING REQUIREDTO
SECURELY HOLD SECTION
ISOMETRIC VIEW
4"
PIPE
6" MAX.
D
6" TOE PLATE
STEEL END SECTION
FLARED END
SECTION r3
SDR01
SDR02
Z
O co
H >_
Q Q
FzI � CD .
LLJaFIz
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;HEET 1 OF 1
310.04
GENERAL NOTES
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
WELDED WIRE FABRIC (WWF).
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
BOTTOM SLAB.
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
FRAME AND GRATES
STD. NO.
TRAFFIC BEARING
840.37
NONTRAFFIC BEARING:
840.22
840.24
840.20
840.29
840.33
ALTERNATE CONE SECTION
D W T
INTERNAL MIN. MIN.
DIAMETER WALL TOP/BOTTOM
(FT.) THICKNESS SLAB THICKNESS
(IN.) (IN.)
4 4 6
5 5 8
6 6 8
As
MIN. CIRCUMFERENTIAL
AREA OF STEEL
PER VERTICAL FT.
(SQ. IN.)
0.12
0.15
0.18
GRADE RING
c MIN. AREA OF STEEL
p IS 0.07 in.2
ECCENTRIC CONE
Fit -...-_.,-
LOCATE WALL REINFORCEMENT
'D' + 2 'W' IN MIDDLE THIRD OF WALL
1" MIN. ADDITIONAL
CLR. #4 REBAR
,_, 1" MIN. USE MIN. AREA OF STEEL IN TOP
CLR. SLAB OF #4'S @ 8" CTS.
EACHWAY/EACH FACE *.
FLAT TOP SLAB r�
ADDITIONAL #4 EACH ADDITIONAL #4 EACH
SIDE OF OPENING SIDE OF OPENING (1" RISER
CLEAR OF BOTTOM FACE
E PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE)
TO CORNERS (TYP.)
JL
II� = JL _ �I
JL
JL
GRATED INLET OPTION
v
vM
�_l v
I4 Z
70000
r0TI-1Cn
I4Z--I=D
=0Zym
=Cnoo
z14
0
nDy>
Cno
Z i
0
a�
4 Z
Z n K
O = M
=�m�
c m �
NmZZ
E3 k M
�r v
R1 r v
m =
-n D
o
Cn rim N -n
M Z
� r
m
FRAME & GRATE
/
MANHOLE OPTION
NOTES:
SEE STD. 840.54
FOR MANHOLE
RING AND COVER
F-
.o
N
� °
v
4°
STEP STD.
NO. 840.66
As
(CIRCUMFERENTIAL
REINFORCEMENT)
An
LONGITUDINAL
REINFORCEMENT
.0
D,
,W,
BASE
Z
It
USE MIN. AREA OF STEEL
IN BASE SLAB OF
0.12 in2 PER LINEAR
FOOT EACH WAY
TYPICAL MANHOLE SECTION
1. MANHOLE COVER SHALL BE HEAVY DUTY NEENAH FOUNDRY MODEL R-1553 OR
APPROVED EQUAL.
2. MANHOLE FRAME AND COVER TO BE CAST INTO GRADE RING FLUSH WITH FINISHED
GRADE.
I I
PLAN
G E G
SEE GENERAL
NOTES
- - - - - -
C
I I
I
I I
L DOWEL
Z_ OPTIONAL CONSTRUCTION JOINT
ELEVATION
Note:
This drawing is dimensioned in
SHEET i OF 3 millimeters unless otherwise
838.01 depicted within the drawing.
STORM MANHOLE 2
SDR01
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
(IF CONST. JOINT IS USED)
/ SLOPE AS INDICATED ON PLANS
S
CONC. 0
PIPE 1113 BARS
i
CM 300
B
DOWEL
END ELEVATION BAR-1'X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
375
450
600
750
900
1050
1200
375
450
600
750
900
1050
1200
BARS
"X"
"X"
"XI,"X"
"X"
"XI,Y*
„X"
Y*
"X"
"X"
"X"
"X"
"X"
"X"
Y*
"X"
Y*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
E
QTY.
-
-
-
-
-
-
1
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL kg.
4
4
1 6
6
1 8
25
30
1 5
5
1 8
t8
11
36
39
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
m3
E
L
m3
375
991
508
838
57
241
1676
0.5
660
2337
0.8
450
1092
559
965
64
254
1930
0.8
787
2718
1.0
600
1270
635
1219
76
254
2438
1.1
1041
3480
1.5
750
1524
762
1397
108
292
2794
1.8
1295
4089
2.4
900
1727
813
1676
121
292
3353
2.6
1524
4877
3.4
1050
1880
940
1930
133
292
3861
3.4
1778
5639
4.6
1200
2057
1041
2184
146
292
4369
4.6
2032
6401
6.1
*SEE SHEET 3
HEADWALL 4
SDR01
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w
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SHEET 1 OF 1
840.52
z
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Q
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HO~C�U
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cnHLLOJ
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SHEET 1 OF 3
838.01
BACKFILL COMPACTION (STANDARD PROCTOR)
A. SUBSTATION PAD AREA: 98% OF MAX WITHIN 1' OF FINISHED
GRADE, 95% OF MAX MORE THAN 1' BELOW FINISHED GRADE
B. NON -SUBSTATION AREA: 95% OF MAX FOR ALL LIFTS
FINAL BACKFILL
BC/6 BC BC/6
(MIN.) (MIN.)
f 24"
POLYETHYLENE, 6 MILS. MIN. ±6"
THICKNESS, 6" WIDE, .REEN
WARNING TAPE MARKED
"STORM BURIED BELOW"
i
CONTINUOUS INSULATED 12 Go. SOLID
COPPER TRACER WIRE
PLACED IN INITIAL BACKFILL i
BC/3
NOTES:
1. TRENCH TERMINOLOGY:
BEDDING: SUPPORTIVE, COMPACTED MATERIAL TO PROVIDE EVEN SUPPORT FOR THE PIPE.
BOTTOM OF TRENCH AND BEDDING MATERIAL SHALL PROVIDE UNIFORM LONGITUDINAL
SUPPORT FOR BOTTOM SECTION OF PIPE.
HAUNCHING: EXTENDS FROM THE BOTTOM OF THE PIPE TO THE
CENTERLINE OF THE PIPE TO PROVIDE THE MOST RESISTANCE TO PIPE DEFLECTION.
MATERIAL SHALL BE FREE OF ROCKS AND BE PLACED BY HAND.
INITIAL BACKFILL: EXTENDS FROM THE SPRINGLINE TO A POINT ABOVE THE TOP OF THE PIPE
TO PROVIDE SOME PIPE SUPPORT AND HELPS TO PREVENT DAMAGE TO THE PIPE DURING
PLACEMENT OF THE FINAL BACKFILL. THE COVER EXTENDS FROM THE TOP OF THE PIPE TO
THE TOP OF THE INITIAL BACKFILL.
FINAL BACKFILL: THIS ZONE EXTENDS FROM THE TOP OF THE INITIAL BACKFILL TO THE TOP
OF THE TRENCH. FINAL BACKFILL UNDER PAVEMENTS MAY BE SUBJECT TO ADDITIONAL
COMPACTION REQUIREMENTS AND TESTING.
2. TRACER WIRE TO BE 12 AWG SOLID COPPER RATED FOR DIRECT BURY WITH MINIMUM 30 MIL
POLYETHYLENE INSULATION.
3. ALL SPLICES AND CONNECTIONS SHALL BE PROTECTED WITH DIRECT BURY CONNECTORS
EQUAL TO 3M DBR/Y-6 SPLICE KITS.
4. TRACER WIRE TO CONTINUE UNINTERRUPTED AROUND MANHOLES.
PIPE TRENCH 5
SDR01
SDR02
U
W
ISSUED FOR
CONSTRUCTION

----------
-----
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11
11
GENERAL NOTES:
1. SEE 2710093SDV SHEET 2 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
BUILT -UPON AREA NOTES:
PROPERTY AREA FOR SITE DEVELOPMENT: 13.27 AC
BUILT —UPON AREA: 0.77 AC
% OF BUILT —UPON AREA: 5.83%
NOTE: A 1.6—AC AREA OF SUBSTATION PAD IS SURFACED WITH 6"
THICK #57 STONE AND IS NOT REQUIRED TO BE INCLUDED IN
THE "BUILT —UPON AREA" PER NCDEQ RULE N.C.G.S.
143-214.7(b2).
HATCH LEGEND:
:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: PROPOSED SUBSTATION PAD
BUILT —UPON AREA
PERMANENT SEEDING NOTES:
1. REMOVE LOOSE ROCKS, ROOTS, CONSTRUCTION DEBRIS, GRAVEL,
AND OTHER OBSTRUCTIONS FROM THE SURFACE PRIOR TO
PLACEMENT OF TOPSOIL.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE
5" TO 6" DEEP.
3. TOPSOIL SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL
CAPABLE OF SUSTAINING PLANT GROWTH. TOPSOIL SHALL BE
UNIFOR COMPOSITION THROUGHOUT, WITH ADMIXTURE OF SUBSOIL.
4. TOPSOIL SHALL BE FREE OF ROCK, CLUMPS, LIVE PLANTS,
ROOTS, AND OTHER DEBRIS. TOPSOIL SHALL NOT BE USED WHILE
FROZEN OR MUDDY.
5. TOPSOIL SHALL ADHERE TO MIX REQUIREMENTS IN TOPSOIL
COMPOSITION TABLE.
6. CONTRACTOR MAY PERFORM SOIL TESTS AND FOLLOW THE RESULT
RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
7. IF TOP SOIL TEST IS PERFORMED, PROVIDE LIME AND FERTILIZER
ACCORDING TO REQUIREMENTS OF SOIL TEST REPORT.
8. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
9. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED
WITH THE SOIL DURING SEEDBED PREPARATION.
10. SOW TALL FESCUE SEED ON FRESHLY PREPARED SOIL USING
ROTARY OR DROP —TYPE SPREADER. AREAS LARGER THAN 100 SF
SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES. FOR AREAS
GREATER THAN 15 FT IN WIDTH, APPLY HALF THE SEED IN ONE
DIRECTION AND HALF AT A DIRECTION PERPENDICULAR TO THE
FIRST.
11. LIGHTLY COVER SEED BY HAND RAKING OR DRAGGING WITH MAT.
12. MULCH GRASS SEED WITH WEED —FREE SMALL GRAIN STRAW OR
HAY APPLIED AT RATE OF 2 TONS/ACRE. STABILIZE SMALL AREAS
OF MULCH BY ROLLING, WATERING, OR TACKING. MULCH TO BE
TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER
MULCH IS SPREAD.
TOP SOIL COMPOSITION:
COMPONENT
MIN. TOPSOIL COMPOSITION
MAX. TOPSOIL COMPOSITION
ACIDITY (pH)
5.5
7
CLAY
10%
35%
COMPOST / ORGANIC
5%
10%
SILT
30%
50%
COARSE SAND
30%
45%
0 100' 200'
Wn
SCALE IN FEET
ISSUED FOR
CONSTRUCTION

`�V�VU.S. DEPARTMENT OF THE INTERIOR The National Map
J U.S. GEOLOGICAL SURVEY I IC'J TOpO
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WALKERTOWN QUADRANGLE
NORTH CAROLINA - FORSYTH COUNTY
7.5-MINUTE SERIES
-80.1250'
77 78 12 36.2500'
10
09
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07
05
04
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NV
39990oomN
U.S.
`UVGV U.S. DEPARTMENTU S. GEOLOGICAL GIICAL SURVEY ERIOR
science for a changing world
-80.1250'
36.2500' 579°OomE 80 81
Ao12"e"N
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10
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ThoNational Map BELEWS CREEK QUADRANGLE
NORTH CAROLINA
US Topo 7.5-MINUTE SERIES
-80.0000'
82 83 84 85 86 87 88 89 36.2500'
36.1250' 68 69 70 71 72 73 74 75 76 77 578wftE 36.1250° 79 80 81 82 83 84 85 86 87 88 589DDamE
-80.2500°-80.1250° 36.1250°-80.1250°-80.0000° 36.1250°
Produced by the United States Geological Survey MN. * SCALE 1:24 000 ROAD CLASSIFICATION a Produced by the United States Geological Survey MN. SCALE 1.24 000 ROAD CLASSIFICATION
North American Datum of 1983 (NAD83) Dp North American Datum of 1983 (NAD83)
■ Expressway Local Connector eN ■ Expressway Local Connector
Word Geodetic System w 1984 Transverse
). Projection and 1 0.5 0 KILOMETERS 7 2 NORTH a World Geodetic System of 1984 (WGS84). Projection and 1 0.5 0 KILOMETERS 1 2 NORrH
1 000-meter grid:Universal Transverse Mercator, Zone 175 DLINA Secondary Hwy Local Road 1 000-meter grid:Universal Transverse Mercator, Zone 175 I OLINA Secondary HWy Local Road =_
N N o
1000 500 0 METERS 1000 2000 1000 500 0 METERS 1000 2000
This map is not a legal document. Boundaries may be a°25 Ramp 4WD �°) a This map is not a legal document. Boundaries may be B'h' Ramp 4WD f1
15D MILS 1 0.5 0 1 151 MILS 1 0.5 0 1
Y =o Y generalized for this map scale. Private lands within government D'P9. � generalized for this map scale. Private lands within government maz. _
rese rvations may not be shown. Obtain permission before 9 MILS MILES .Interstate Route US Route O State Route N reservations may not be shown. Obtain permission before 10 MILS MILES .Interstate Route 0 US Route O State Route
entering private lands. 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 ¢unoaancLE rounoN _m X entering private lands. III 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 1.00 A.D.1('JDIFLounoN =� X
Imagery.....................................................NAIP, June 2016 - November 2016 FEET Ug Imagery.....................................................NAIP, May 2016 - November 2016 FEET y
Roads. U.S. Census Bureau, 2016 Roads......................................... U.S. Census Bureau, 2116
UTM GRID AND 2019 MAGNETIC NORTH �o CD U CM GRID AND 2Dt9 MAGNETIC NORTH �o CD
Names............................................................................GNIS. 1980 - 2019 1 King Names.............................................................. GNIS, 1980 - 2016 1 Walnut Cove
DECLINATION AT CENTER DEC HEET M V) """" DECLINATION AT CENTER OF SHEET M N
Hydrography...............................National Hydrography Dataset, 1899 - 2019 1 2 3 2 Walnut Cove Hydrography...............................National Hydrography Datazet, 1899 - 2019 1 2 3 2 Belews Lake
Contours .................... CONTOUR INTERVAL 10 FEET CONTOUR INTERVAL 10 FEET
........................National Elevation Dataset, 2008 3 Belews Lake —v Contours.................... ...National Elevation Dataset, 2008 ° s xxI 3 Ellisbone �a
u.9. Naaonal Grl4 NORTH AMERICAN VERTICAL DATUM OF 1986 "iple so """' .. maI Gde NORTH AMERICAN VERTICAL DATUM OF 1988
Boundaries..............Multlple sources; see metadata file 2017 - 2018 1DD,ogD-m s9Dare ID 4Rural Hall =gyp Boundaries sources; see metadata file 2017 - 2016 100.000-m sRvare lD 4Walkertown =ro0
4 5 5 Belews Creek =� Z 4 5 5 Summerfield —� u
Wetlands.................FWS National Wetlands Inventory 1980 1982 NA This map was produced to conform with the LL Wetlands.................FWS National Wetlands Inventory 1980 - 1982 NA This map was produced to conform with the
6 Winston-Salem West w 6 Winston-Salem East w
National Geospatiat Program US TDpo Product Standard, 2011. •BO National GeospaHal Program US Topo Product Standard, 2011.
A metadata file associated with this duct is draft version 0.6.18 6 7 8 7 Winston-Salem Eaz[ A metadata file associated with this roduct is draft version 0.6.18 6 7 8 7 Kernersville K
"v product BKernersviUe WALKERTOWN, NC =N< NV p 8Gullfor0 BELEWS CREEK, NC =N�
Grk Zan;Daxgnalbn ADJOINING QUADRANGLES 2019 —ZZ Gritl Zarre SesignatlDn ADJOINING QUADRANGLES 2019 zz
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GENERAL NOTES:
1. USGS TOPOGRAPHIC MAP IMAGES OBTAINED FROM USGS PUBLIC
DOWNLOAD AT NGMDB.USGS.GOV.
U
NW
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ISSUED FOR
CONSTRUCTION

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SOURCES OF OIL
EQUIPMENT NO.
EMAX ASSET ID
MANUFACTURER
EMAX ASSET S/N
EMAX ASSET DESCRIPTION
EQUIPMENT OIL
CAPACITY GAL
OIL TYPE
LIKELY SPILL SCENARIO
1
SPX
TRANSFORMER
2690
MINERAL OIL
TANK RUPTURE
2
COOPER POWER
SYSTEMS
REGULATOR (6 COUNT)
558
MINERAL OIL
RUPTURE
TOTAL (GAL): 3278
SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN
THE SPCC PLAN FOR THE SUBSTATION CONSISTS OF SECONDARY CONTAINMENT AS DESCRIBED BELOW.
SECONDARY CONTAINMENT
1. SECONDARY CONTAINMENT OF ANY OIL SPILL IS DETERMINED TO BE CONFINED WITHIN THE SUBSTATION
DRAINAGE AREA PER DOCUMENT STDP-STD-TRM-00169 "SID: GREENFIELD SECONDARY OIL CONTAINMENT"
SECTION 4.2.4. THE SUBSTATION DRAINS TO AN OIL/WATER SEPARATOR TO DETAIN OIL FROM THE
EQUIPMENT WITH THE LARGEST SHELL CAPACITY AND THE STORMWATER OF A 25-YEAR, 24-HOUR
STORM.
2. UPON FAILURE OF ANY EQUIPMENT DUE TO OIL LEAKAGE, AN ALARM WILL BE ACTIVATED. ESTIMATED
RESPONSE TIME IS APPROXIMATELY 30 MIN.
3. CLEAN UP MEASURES SHALL CONSIST OF CONTAINING THE OIL SPILL IN THE SMALLEST AREA POSSIBLE
AND THEN REMOVAL OF CONTAMINATED SOIL AND STONE FROM THE SITE TO AN APPROVED LOCATION.
REPLACEMENT FILL MATERIAL SHALL BE THE SAME AS EXISTING.
4. SEE SPCC PLAN SECTION III FOR DETAILED ENGINEERING EVALUATION.
5. SEE SHEET 2710093SPC01 FOR BILL OF MATERIALS
6. OIL/WATER SEPARATOR SHALL BE 40,000 GALLON HIGHLAND TANK.
REFERENCE DRAWINGS
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VENDOR DOCUMENT NO:
I
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110247 - 40,000 GALLON OIL WATER SEPARATOR UL-HTC, HIGHGUARD, SINGLE WALL
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HIGHLAND OPERATING AND MAINTENANCE MANUAL AND CUT SHEETS OF VENDOR -SUPPLIED COMPONENTS
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40,000 GAL OIL/WATER
COORDINATE PANEL PLACEMENT /
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SEPARATOR. SEE SHEET
/ AND CONDUIT ROUTING WITH /
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2710093SPC03
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SCALE IN FEET
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ISSUED FOR
CONSTRUCTION

PROPOSED MANH(
SEE SITE DRAINAGE
FOR CONI
BEDDING AND BACKFILL NOTES:
1. BEDDING SHALL CONFORM TO HIGHLAND TANK OWS USER'S MANUAL.
2. BEDDING AND BACKFILL MUST BE A HOMOGENEOUS MATERIAL CONSISTING OF
COMPACTED CLEAN SAND, PEA GRAVEL, NO. 8 CRUSHED STONE (AMERICAN SOCIETY OF
TESTING AND MATERIALS — ASTM-448) OR EQUIVALENT. (100% THROUGH A 1 /2 INCH
SIEVE AND NO MORE THAN 12% BY DRY WEIGHT THROUGH A #200 SIEVE). PEA
GRAVEL SHALL BE NO LARGER THAN 3/4—INCH.
BILL OF MATERIALS
ITEM
QUANTITY
FURNISHED BY
24" DIP FLG/PE SPOOL PIECE
2
CONTRACTOR
BACKFILL MATERIAL
AS REQUIRED
CONTRACTOR
2" VENT LINE
4
CONTRACTOR
NOTE: SEE HIGHLAND TANK VENDOR DOCUMENTS FOR OWNER SUPPLIED BILL OF MATERIALS
SEPARATOR 1
SECTION "A —A" A
36" GRADE LEVEL MANWAY (H-20 RATED) AI AMkA r)At, lrl
12' — 0" 0 X 47' — 3"
(SEE HIGHLAND TANK DRAWING)
(OWNER FURNISHED, CONTRACTOR
INSTALLED)
TV,VVV V/-ILLVIV I IIVI IL/-IIVV VYYJ
NN (BY MANUFACTURER)
BEDDING AND BACKFILL PER
MANUFACTURER'S
RECOMMENDATIONS, SEE BEDDING
AND BACKFILL NOTES
HIGHLAND TANK CDA-45 DEADMAN (TYP)
(FIVE EACH SIDE)
COMPACTED SUBGRADE (98% MAX
DRY DENSITY, STANDARD PROCTOR)
SPCC NOTES:
1. IN THE EVENT OF AN OIL SPILL, OIL SHALL BE CONTAINED WITHIN THE SUBSTATION
YARD BY DRAINING THE OWS VIA UNDERGROUND PIPING.
2. THE OIL/WATER SEPARATOR HAS AN EMERGENCY SPILL CAPACITY OF 26,686 GALLONS
OF OIL AND ITS ALLOWABLE FLOW RATE IS 4000 GPM.
3. ALARMS WILL BE ACTIVATED UPON THE FAILURE OF THE TRANSFORMER DUE TO OIL
LEAKAGE OR UPON A LOSS OF PROPER FLUID LEVELS IN THE OWS (DUAL POINT
INTERFACE SENSORS). ESTIMATED RESPONSE TIME TO AN ALARM IS LESS THAN 30
MINUTES.
4. OIL/WATER SEPARATOR TO BE PROCURED BY DUKE ENERGY.
REFERENCE DRAWINGS:
2710093SPCOl — SPCC OVERVIEW
2710093SCP02 — SPCC PLAN AND NOTES
2710093GRA01 — OVERALL GRADING PLAN
2710093SDR01 — DRAINAGE PLAN — 1
VENDOR DOCUMENT NO.
114098 — 40000 GALLON OIL WATER SEPARATOR UL—HTC, HIGHGUARD, SINGLE WALL
114099 — RECTANGULAR GRADE LEVEL MANWAY R—GLM-7866/3
114100 — 144" STEEL DEADMAN STRAP
DLE A-4,
DE SHEETS
N
0 INITIAL RELEASE NEW WORK TBD LLOIBMCD JTSIBMCD JTSIBMCD TBD
REV DESCRIPTION ISSUE TYPE DPI DFT DESICHK ENG DATE
REVISION HISTORY
SEAL: PRELIMINARY TITLE: DETAILED DESIGN
1111,, B���li�l c oL� ■
BILL OF TATL'PI_IL I �' 0 AS BUILT
BURNS �°,�'��'T"' 100-12.5KV SUBSTAION
D lI I Y VOT 8 F Contact:
LOAAEL, I;LPI;OB� cL6 OIL WATER SEPARATOR DETAILS
C 11/30/2020 ISSUED FOR CONSTRUCTION OL; CUI'lL'� 1'lY'li'1'li
&MEDONNELL
PART. DUKE
B 7/10/2020 ISSUED FOR 90% REVIEW II TIOLLF OP I_\ Company: LOCATION:
Burns &McDonnell Consultants, Inc. OP ,�F P1T�Tjr JAT�.� KERWIN CIRCLE RETAIL
A 5/1/2020 ISSUED FOR 60% REVIEW \Y l I\'\F,R il'ITNOLT ENERGY®
REV DATE DESCRIPTION NC ENGINEERING LICENSE C-1435 ,111� „1jIMITE-V Phone: CITY: KERN REGION:
LE COUNTY: FORSYTH STATE: NC
SHEET SIZE: REGION: STATION NUMBER: DRAWING NUMBER: REV:
ISSUED FOR BURNS THE REGISTRANT OF THE NEWLY APPLIED CONSENT N —SC 21 V 3 2710093 S PC C
CONSTRUCTION tRMSDONNELL SEAL ASSUMES RESPONSIBILITY FOR THE SUITE
S. TYRON (T) 770-587-4776 of BL E L>>BPOY Date: ANSI D
BURNS & NTS,MCDONNELL CHANGES AS INDICATED BY THE FOLLOWING SUITE 800 F 770-587-4772 JASON T. SHEPHERD, PE
CONSULTANTS, INC. ( c6ppop'li T IO \'.
400 S. TSUITE •soo REVISION NUMBER CHARLOTTE, NC 28202 MGEBREMICAELO-BURNSMCD.COM NC PE#046946
rueol nrrC SHEET 3 OF 5
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GENERAL SPECIFICATIONS
NO. REQ'D: (1)
CAPACITY: 40,000 GALLONS
TYPE: UL-HTC, HIGHGUARD, SINGLE WALL
MATERIAL: MILD CARBON STEEL
FLOW RATE: 3.800 GPM
GAUGE: BASED ON 42" MAX BURIAL H-20 LOADING
SHELL- 1 2"
WITH 2 STIFFENERS
HEADS 1/2
'
SURFACE PREP:
SSPC NO.6 BLAST ALL EXTERIOR SURFACES
SSPC NO.10 BLAST ALL INTERIOR SURFACES
COATING: MATERIAL THICKNESS
EXTERIOR- HIGHGUARD 75 MILS
INTERIOR- CHEMLINE 4200 PW 15 MILS
* INTERIOR AND EXTERIOR COATINGS APPLIED TO MANWAY
EXTENSIONS AS WELL AS SEPARATOR VESSEL
CONSTRUCTION :
LAP FIT & WELD ALL EXTERIOR SEAMS
OPERATING PRESSURE : ATMOSPHERIC
HI OIL LEVEL ® 20% TANK CAPACITY • 6,672 GALLONS
HI -HI OIL LEVEL ® 43% TANK CAPACITY • 14,344 GALLONS
MAX. EMERGENCY SPILL ® 80% TANK CAPACITY : 26,686 GALLONS
APPROVED LABELS : U.L. 2215
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INSPECTION HATCH DETAILS
3"
26" I I 171 30»
END VIEW
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40" I 80" 60" I 40" I 40" I 40"
CL HOLD DOWN STRAPS (10) REQUIRED
ALL CONDUIT AND WIRING HOOKUP PLAN
BY INSTALLATION CONTRACTOR
P
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NOTE :
ALL RIGHTS RESERVED. THIS DRAWING OR ANY PART THEREOF MUST
NOT BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION
OF HIGHLAND TANK.
HIGHLAND TANK SHALL BE RESPONSIBLE ONLY FOR ITEMS INDICATED
ON THIS FABRICATION DRAWING UNLESS OTHERWISE NOTED. CUSTOMER
IS RESPONSIBLE FOR VERIFYING CORRECTNESS OF SIZE / LOCATION
OF FITTINGS , ACCESSORIES & COATINGS SHOWN ON THIS DRAWING
36" 1 68" 1 58" 120" 1 87"
M-111111
1U
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17
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1 I INLET
11 1 I
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1 4 3
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113"
47'-3"
ELEVATION
DRAWING 1 OF 3
REFERENCE DRAWING 114099 FOR R-GLM-7866/3 DETAILS
REFERENCE DRAWING 114100 FOR HOLD DOWN STRAP DETAILS
PROVIDED EQUIPMENT
1. 150 R.F.S.O. FLANGE W 2" FNPT FOR VENT
2. 15"05" HINGED INSPECTION HATCH
3. VELOCITY HEAD DIFFUSION BAFFLE
4. WEAR PLATE
5. SEDIMENT CHAMBER
6. UNDERFLOW BAFFLE
7. SLUDGE BAFFLE
8. STRIKER PLATE
9. PARALLEL CORRUGATED PLATE COALESCER. CORELLA PVC PLATES
(99" X 99" X 36") (3" PLATE SPACING)
10. OIL/WATER SEPARATOR CHAMBER
11. PEfROSCREEN CARTRIDGE COALESCER W/ 304 SS XPANDED METAL
SUPPORTS INSTALLED. PULL ROD SHIPPED LOOSE (99 X 99" X 25 )
12. STEEL OUTLET DOWNCOMER
13. 30"0 MANWAY WITH NEO-CORK GASKET. BOLT -ON EXTENSION
SHIPPED LOOSE
14. 4"0 150# RFSO FLANGE FOR OIL PUMP -OUT WITH INTERNAL PVC
PIPE INSTALLED. RISER PIPE W/ CPLG ON TOP SHIPPED LOOSE
15. 2"0 150# RFSO FLANGE FOR LEVEL SENSOR. RISER PIPE W/
CPLG ON TOP SHIPPED LOOSE
16. LIFTING LUG
17. 2"0 FNPT FOR VENT
18. CC-HT-A2 NEMA 4X ALARM PANEL 1PH/60HZ/120V
19. HTSF-2 FLOAT STAINLESS STEEL INTERFACE SENSOR W/ NEMA 4X CAP
& 60' OF CABLE
20. 60 x40 RECTANGULAR MANWAY W/ CLOSED CELL SPONGE GASKET.
BOLT -ON EXTENSION SHIPPED LOOSE
21. GLM-42 ROUND H-20 RATED GRADE MANWAY
22. R-GLM 7866 / 3 RECTANGULAR H-20 RATED GRADE MANWAY
23. CDA-45 CONCRETE DEADMAN 10 REQUIRED
24. STEEL DEADMAN HOLD DOWN STRAP W TURNBUCKLES SAFETY
DESIGN AND LINERS SHIPPED LOOSE
25. GLM-30 ROUND H-20 RATED GRADE MANWAY
26. 6"x1 2" STIFFENER W FLOW HOLES IN TOP AND BOTTOM
NOTES
1. POLYURETHANE HIGHGUARD TANK IS NOT APPROVED FOR THE
STORAGE OF HEATED PRODUCTS
2. ALL VENT PIPING BY INSTALLER
3. 15000 VOLT SPARK TEST PROVIDED AT FACTORY FOR EXTERIOR
COATING QUALITY CONTROL
4. OWS INSTALLATION AND MAINTENANCE SHALL BE IN ACCORDANCE
WITH HIGHLAND RECOMMENDATIONS AND DESIGN DRAWINGS.
INTERFACE SENSOR
FLOAT POSITION
HTSF 3B-105E-83E/75 (60)
REVISIONS
U:S. Patent #4,722,800 Canadian Patent # 1,296,263
40,000 GALLON OIL WATER SEPARATOR
21" 115" 48" UL-HTC, HIGHGUARD, SINGLE WALL
CUSTOMER: DUKE ENERGY CORPORATION
PROJECT: KERWIN CIRCLE RETAIL
KERNERSVILLE, NC
CHK'D BY:
QUOTE NO: 480917
UNLESS ❑THERWISE SPECIFIED DIMENSI❑NS ARE IN INCHES SCALE: DATE: JDII�BY: DWG. NO.:
TOLERANCES ARE + ❑R - 1' NTS6-2-20 RM 1 1 4 O '_:�D g
NOTE: ALL RIGHTS RESERVED. THIS
DRAWING MUST NOT BE REPRODUCED IN
ANY FORM WITHOUT THE WRITTEN
PERMISSION OF HIGHLAND TANK&
HIGHLAND TANK® SHALL BE RESPONSIBLE
ONLY FOR ITEMS INDICATED ON THIS
FABRICATION DRAWING UNLESS OTHERWISE
NOTED. CUSTOMER IS RESPONSIBLE FOR 82,"
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS ACCESSORIES,
CCESSORIES AND
(
OAL
)
COATINGS SHOWN ON THIS DRAWING.
78"
RECESSED "D" RINGS
3/8" CHECKERED PLATE FOR LIFTING AS NEEDEC
s - -- -
YI-T
.'.1.1.r•`. I III III III I
1.i.r.` III III III III I I
elII1 1 I 1 I 1 I III I I '
lIII III '
*'`+'+III III I I 11 1 III I I III III '
''' �'' I I I III I I III III I I III III '
*' ` � III III I I I 1 I III I I III III '
' III III I I I11 III I I I11 III I I
III III I I I11 III I I III III
III III I11 III III III I I IIIIII IIIIII II1I I 692I I II I I 1 II1 1"
REMOVABLE
III III III III I I I111 IIII I 1 I11 III
COVER
7
21I 1 1 1III 1 1 111 III
66
I I
III III I I I11 III I I I11 III
(OAW) ' III III I 1111 III I I I11 III '
' III III I I III III I I III III '
I I
III ' III IIII I I 1IIII I I III III
' III III I I I11 III I I III III '
' I I lel I I I I I I lel I I I I I I lel I I �
' III III I I III III I I III III
' III III I I I11 III I I III III '
111 I11 I I I11 III I I III III
271" 271„ 271„
8 4 8
REMOVABLE REMOVABLE T REMOVABLE
COVER COVER COVER
4,,„
PLAN 48
1 /4"x 1 "
T9"9"9" 9" g" g" FLAT BAR CAP
SEE DETAIL
12" � o 0
1 1 /2"x2"x3"
3„ PRESS BREAK
6„ C. L. 1 /4" TYP.
SPACE 3" FROM
W6x9# CORNERS
65 "" LONG 7 GA. CHANNEL
TYP. W6x20#
BEAM TYP. GUSSETED POCKET
FOR I BEAM
SEE DETAIL
ELEVATION
NOTE: ALL RIGHTS RESERVED. THIS
DRAWING MUST NOT BE REPRODUCED IN
ANY FORM WITHOUT THE WRITTEN
PERMISSION OF HIGHLAND TANK®.
HIGHLAND TANK® SHALL BE RESPONSIBLE
ONLY FOR ITEMS INDICATED ON THIS
FABRICATION DRAWING UNLESS OTHERWISE
NOTED. CUSTOMER IS RESPONSIBLE FOR
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS, ACCESSORIES, AND
COATINGS SHOWN ON THIS DRAWING.
1 1/2" X 12"
JAW & JAW
TURNBUCKLE
294" LENGTH STRAP
_ n196"
DEADMEN INSTALLATION
REMOVABLE W6x2O# BEAM
TYP. SET IN POCKET
(LEVEL W/ TOP OF CHANNEL)
POCKET DETAIL (TYP)
)
(NTS)
1 /4"x 1 "
3/8" FLAT BAR CAP
14"
2" 3"
WELD THIS SIDE ONLY
I
1 /4" X 9" WIDE X 6 1 /4" HIGH
PRESSBROKE CHANNEL g"
12" 2„
GUSSET GUSSET DETAIL (TYP)
7 GA. CHANNEL (NTS)
�lGHLANd �
END CAP DETAIL Fabrication Will Not Begin ANK Hill
(NTS) Until approved Drawing Is Mph
Received By Highland Tank
RECTANGULAR GR/
APPROVED: R-GLM-
CUST❑MER: DUKE ENE
Date: PROJECT: KERWIN CIR
Fabrication Will Not Begin
Until Approved Drawing Is
Received By Highland Tank
APPROVED:
Date:
ANGLE LENGTH
5 a"
DRAWING 3 OF 3
REFERENCE DRAWING 114098 FOR OWS GENERAL ARRANGEMENT
411�1 HOLE SIZE 2"
PLAN
SAFETY STRAP HALVES
SECURED TOGETHER WITH
SUPPLIED HARDWARE
ANGLE SIZE BOLT/NUT
4"x4"xi°° SIZE 1 4"
12" LONG TYP.
" WELD SIZE �" � GUSSETS
ELEVATION
DETAIL-B
"SAFETY" STRAP ANGLE
& BOLT
12" 321
TURNBUCKLE AT MID ADJUSTMENT
$NFA"lO N1111aldTalk
UNLESS NOTED, TOLERANCES ARE +/- 1'
144" STEEL DEADMAN STRAP
CUSTOMER: DUKE ENERGY CORPORATION
PROJECT: KERWIN CIRCLE RETAIL
KERNERSVILLE, NC
QUOTE N❑: 4 8 0 917 CHK'D BYi
AL A W Y- W , NU.-
3/8"=l'-0° 6-2-20 REM 1114100
m
L1
ry
ISSUED FOR
CONSTRUCTION

00.31" 8.00" 0
12
_UU ENCLOSURE 8
(12"H x 10"W x 6"D)
NEMA 4X FIBERGLASS
PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR IN
CLASS I, DIVISIONS ' & 2, GROUPS C & D
CLASS II, DIVISIONS 1 & 2, GROUPS E, F, & G,
AND CLASS III LOCATIONS WHEN CONNECTED PER
CONTROL PANEL DRAWING NO. HT-12743
HIGHLAND TANK & MFG. CO.
STOYSTOWN, PENNSYLVANIA
TITLE:
KERWIN CIRCLE RETAIL
L US LISTED 0 SUBMITTAL 05/27/20 BJH HIGH & HIGH -HIGH OIL LEVELS
ALARM PANEL WITH AUX. CONTACTS
MANUFACTURED IN ACCORDANCE TO REV DESCRIPTION DATE APPROVED
UL 698A STANDARDS HIGHLAND QT#: 480917 RAM QT#: 0520-9492 DRAWN BY: BJH SDA�` NONE PANEL STYLE ID
CC—HT—A2
HT-12743 HIGHLAND W/0#: 93495 ESTIMATOR: J. MORRISON DAB' 05/27/20 'IOB N0. #### SHEET 1 OF 4
NORMAL
ALARM HORN
LT3 WHT AH 1
HIGH OIL LEVEL
HIGH -HIGH OIL LEVEL
Series HTSF Suspended(SH10hiongTook
Two Float Sensor Engineering Bulletin
One Highland Road, Stoystown Pa.15563
814-893-5701 - Fax [phone]
www.Highlandtonk.com
email: staff ® highlandtank.com
L1
L2 D1 W
HTSF
3
B
105
E
83 E/
7
(0-01)
DISTANCE FROM TOP OF TANK
TO BOTTOM ACTIVATION LEVEL
CONFIGURATION: A=NORMALLY OPEN STD. 0.60SG
B=NORMALLY CLOSED STD. 0.60SG
D=NORMALLY OPEN INTERFACE 0.93SG
E=NORMALLY CLOSED INTERFACE 0.93SG
ACTIVATION LEVEL = INCHES FROM 2" NPT TO ACTIVATION POINT
4" MIN BETWEEN FLOATS
NUMBER OF FLOATS B=2 (ALL FLOATS ARE STAINLESS STEEL)
CONFIGURATION KEY:
MATERIAL 2=BRASS 3= STAINLESS STEEL
TYPE IN AIR IN OILM ATER
A OPEN CLOSED
CORD GRIP FOR FIELD
B CLOSED OPEN
3/4" NPT
ADJUSTABLE BURIAL DEPTH
TYPE IN AIR/OIL IN WATER
FOR CONDUI72"NPTI
4 „
D OPEN CLOSED
7/8„E
CLOSED OPEN
SPECIFICATIONS:
2 WIRE CABLE - 15' STANDARD HOUSING: .............
CAST ALUMINUM NEMA 4X
FITTING: ...............
BRASS OR STAINLESS STEEL
WIRE EPDXY ENCAPSULATED THREAD SIZE : ....
CONNECTION WITH OUTER
2" NPT
HEAT SHRINK COATING FLOAT SIZE: ........
1.85" DIA x 3.01" HIGH
CONTACT RATING:
FOR INTRINSICALLY SAFE
BRASS OR
CONTROL CIRCUT ONLY
STAINLESS STEEL STEM STEM SIZE: ..........
1/2"
2" SENSOR CARRIER PIPE
SPECIFIC GRAVITY:
0.60 STANDARD
}
0.93 INTERFACE
4"
2" STABILIZING
PVC RINGS WIRE COLOR CODE:
L1 = BLACK & RED
_"i
'_ TOP OF TANK
L2 = GREEN & WHITE
L1 + 4"
ILIZING
;S OR
_ ..... JLESS
WEIGHT
NOTES:
1) ACTIVATION LEVEL TOLERANCE +/- .125"
2) OVERALL LENGTH OF STEM IS L1 ACTIVATION POINT + 4"
3) CONSULT FACTORY FOR OPTIONAL MOUNTING APPLICATIONS
4) A MINUMUM DISTANCE OF 4" IS REQUIRED BETWEEN FLOATS
Ll
r1�
11
100
---
Y HIGH OIL LEVEL
INCOMING POWER TB2
N
LIGHT
120 VAC, 10, 60 HZ-----C]
12 LT2
101
10 AMP SERVICE TB2
GND
Y HIGH -HIGH OIL LEVEL
TOTAL FLA < 1 AMP
TB2
LIGHT
102
GENERAL NOTES:
_
1. GROUND PER NEC AND LOCAL CODES.
2. EQUIPMENT SHOWN W/ POWER OFF.
103
3. ALL FIELD WIRING, REPRESENTED BY
10
DASHED LINES, BY CONTRACTOR/OTHERS.
4. ALL CONDUITS/ENTRIES INTO THE CONTROL
LT3
104
PANEL ENCLOSURE MUST BE INSTALLED IN
15
NOLIGRMAL
A MANNER THAT MAINTAINS OR EXCEEDS
iW
THE NEMA RATING OF THE CONTROL PANEL.
AH1
105
16 ALARM HORN
106
=
F F
G L1 L2
� B C� 6 5 ®❑3 2 1 C
POWER
ALARM
107
N0115,117
DIP SWITCH NC 1 117
CONTROL PANEL SUITABLE FOR
SETTINGS
108
INTRINSICALLY SAFE CIRCUIT
EXTENSIONS FOR USE IN:
CLASS I, DIV 1,2, GROUPS C,D
NO C NC NO C NC
❑❑❑ ❑❑❑
CH2 CHI
CLASS II, DIV 1,2, GROUPS E,F,G
HIGH -HIGH OIL HIGH OIL D
CLASS III
LEVEL LEVEL 1 2 3 4
109
WRK1
WARRICK SERIES 47
INTRINSICALLY
SAFE CONTROLLER SILENCE TEST
110
S1 G1 S2
G2 S3 G3 S4 G4
111
_-_-_-__---- SHIELDED 2C CABLE (TYP)
[BL
TM
SILENCE TES
112
Pit RED BILK Pit RED
113
AUXILIARY DRY CONTACTS ON WRK1
-FORM C, RATED 5 AMPS 0 24 VDC / 120 VAC-
114F1
WRK1 108 WRK1
115
INTRINSICALLY SAFE TERMINALS FOR
CONNECTING ONLY TO PURELY RESISTIVEL2
L2 L1 L1
NON -ENERGY STORING DEVICES
FNO
C NC
116
INSTALL IN ACCORDANCE WITH ARTICLE 504 OF
I I
THE NEC USING #14 OR #16 AWG TYPE MTW OR HIGH OIL LEVEL
THHN WIRE. MAXIMUM WIRE LENGTH: 900 FT,
117
WRK1 106 WRK1
CONDUIT SEAL FITTING AND SEALING COMPOUND (SUPPLIED BY CONTRACTOR/OTHERS) NON -HAZARDOUS LOCATION
1
= J �W�
HAZARDOUS LOCATION
FNO
118
3 c�4119
HIGH -HIGH OIL LEVEL NC
120
w
J J
121
J
0� ?�
00 00
122
2 2
SENSOR NOTES:
123
1. HIGH OIL LEVEL FLOAT SWITCHES (TYPE
"E") RISE IN WATER (CONTACTS
OPEN)
AND SINK IN OIL (CONTACTS CLOSE).
2. REFILL OIL/WATER SEPARATOR WITH WATER
AFTER OIL PUMP
OUT.
124
UL US LISTED
MANUFACTURED IN ACCORDANCE TO
UL 698A STANDARDS
°
TB2 °
L1 N GND
zw
oN
� U
OI
WR K 1 =�
3oD-
I
m
m>
v,
QUANTITY PART NUMBER
AUTOMATION DIRECT
4
KN-T10GRY
8
KN-L6X-BLNK
1
KN-ECT6GRY
2
KN-EB7
BRUMALL
1
4-12,1,12
BUSSMAN N
1
NDN111
CUTLER HAMMER
1
M22-L-W-230W
2
M22-L-Y-230W
2
M22S-D-S-K10
FLOYD BELL
1
MC-09-201-QG
GEMS SENSORS
1
47D1A2A2
HOFFMAN
1
A12106CHSCFG
1 Al2P10
BILL OF MATERIALS HT-12743 UL698A
DESCRIPTION
Terminal Block, Gray, 1P, 30A, 10-26 AWG, BOON
Terminal Block Marking Label, Blank
Terminal Block End Cover, Gray
Terminal Block End Bracket
Ground Bar, 10 Holes, 4-14 AWG, Aluminum
Terminal Block, 3P, 90A, 2-18 AWG, BOON
Pilot LightAssembly, White, LED, 85-264 VAC
Pilot LightAssembly, Yellow, LED, 85-264 VAC
Pushbutton Assembly, Flush, Momentary, Black, 1N0
Alarm Horn, 120 VAC, NEMA 4/4X
Warrick Series 47 Intrinsically SafeController, 2-Channel, 120 VAC
Single -Door Wall -Mount Enclosure, Screw Cover,
NEMA 4X/12, Fiberglass, Size: 12"H x 10"W x 6"D
Back Panel, Painted Mild Steel
UL US LISTED
MANUFACTURED IN ACCORDANCE TO
UL 698A STANDARDS
m
W
CD
CD
COPYWRIGHT HIGHLAND TANK HT-EB-4014 07/06
CD
0 CD
CD CD
M
ISSUED FOR
CONSTRUCTION