HomeMy WebLinkAbout20201728 Ver 1_2021-02-02 - Pine Level FM FD Rev1_20210225FINAL DRAWING
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P:\2019\19.01806-JohnstonCoNC-Pine Level Forcemain\Drawings\Sheets\G-001 Cover.dwg 2/2/2021 9:13 AM SPENCER MEEKINSPINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA
FEBRUARY 2, 2021
mcgillassociates.com
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459 19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTNOT TO SCALEUS HWY 70 EINTERS
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SCHEDULE OF DRAWINGS
C-001 ....COVER
G-002 ....ABBREVIATIONS, GENERAL NOTES AND LEGEND
G-003 ....12" FORCE MAIN OVERALL LAYOUT INDEX SHEET
C-101 ....12" FORCE MAIN PLAN AND PROFILE STA. 10+00 - 23+50
C-102 ....12" FORCE MAIN PLAN AND PROFILE STA. 23+50 - 39+50
C-103 ....12" FORCE MAIN PLAN AND PROFILE STA. 39+50 - 56+00
C-104 ....12" FORCE MAIN PLAN AND PROFILE STA. 56+00 - 71+00
C-105 ....12" FORCE MAIN PLAN AND PROFILE STA. 71+00 - 87+00
C-106 ....12" FORCE MAIN PLAN AND PROFILE STA. 87+00 - 103+50
C-107 ....12" FORCE MAIN PLAN AND PROFILE STA. 103+50 - 120+00
C-108 ....12" FORCE MAIN PLAN AND PROFILE STA. 120+00 - 135+50
C-109 ....12" FORCE MAIN PLAN AND PROFILE STA. 135+50 - 152+00
C-110 ....12" FORCE MAIN PLAN AND PROFILE STA. 152+00 - 164+00
C-111 ....12" FORCE MAIN PLAN AND PROFILE STA. 164+00 - 180+50
C-112 ....12" FORCE MAIN PLAN AND PROFILE STA. 180+50 - 197+00
C-113 ....12" FORCE MAIN PLAN AND PROFILE STA. 197+00 - 212+00
C-114 ....US HIGHWAY 70 ALT. 6" - 4" FORCE MAIN CONNECTION
C-115 ....NORTH CAROLINA RAILROAD CROSSING PLAN AND PROFILE
C-201 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 10+00 - 30+00
C-202 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 30+00 - 47+50
C-203 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 47+50 - 65+50
C-204 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 65+50 - 84+50
C-205 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 84+50 - 104+00
C-206 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 104+00 - 120+50
C-207 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 120+50 - 141+00
C-208 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 141+00 - 160+00
C-209 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 160+00 - 180+00
C-210 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 180+00 - 200+50
C-211 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 200+50 - 212+00
C-501 ....FORCE MAIN DETAILS 1 OF 2
C-502 ....FORCE MAIN DETAILS 2 OF 2
C-503 ....PAVEMENT REPAIR DETAILS
C-504 ....SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS 1 OF 3
C-505 ....SEDIMENTATION AND EROSION CONTROL DETAILS 2 OF 3
C-506 ....SEDIMENTATION AND EROSION CONTROL DETAILS 3 OF 3
C-507 ....STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS 1 OF 2
C-508 ....STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS 2 OF 2
BOARD OF COMMISSIONERS
TED G. GODWIN, CHAIRMAN
CHAD M. STEWART, VICE-CHAIRMAN
JEFFREY P. CARVER
LARRY WOOD
TONY BRASWELL
PATRICK E. HARRIS
R.S. "BUTCH" LAWTER, JR.
RICK HESTER, COUNTY MANAGER
OUTL
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JR RD.N. PEEDINAVE.PINE LEVEL
NORTH PUMP
STATION
2-2-21
AL
FORCE MAIN - PVC
FORCE MAIN - DIP
PERM. PUBLIC UTILITY EASEMENT
TEMP. CONSTRUCTION EASEMENT
GATE/PLUG VALVE
WATER LINE
ELECTRIC LINE
UTILITY EASEMENT
FENCE
FIBER OPTIC CABLE LINE
RAILROAD TRACKS
STORM SEWER LINE
STORM DRAIN
AIR RELEASE VALVE MANHOLE
SANITARY SEWER MANHOLE
AERIAL LIGHT POLE
WATER METER
GATE VALVE
TREE
TELEPHONE UTILITY STRUCTURE
SIGN
MAILBOX
AIR RELEASE VALVE MANHOLE
GRAVITY SEWER
FORCE MAIN
RIPARIAN BUFFER - ZONE 2
RIPARIAN BUFFER - ZONE 1
STREAM/CREEK TOB
UTILITY POLE
GAS LINE
TELEPHONE LINE
WETLANDS
EROSION CONTROL
LIMITS OF DISTURBANCE (13.32 AC)
TEMP. SILT FENCE (DETAIL EC1, SH. C-505)
TEMP. HORSESHOE INLET PROTECTION (DETAIL EC7, SH. C-506)
TEMP. SEDIMENT WATTLE (DETAIL EC5, SH. C-505)
TEMP. INLET PROTECTION - WATTLE (DETAIL EC6, SH. C-506)
TEMP. CONSTRUCTION ENTRANCE (DETAIL EC9, SH. C-506)TEMP. SILT FENCE OUTLET (DETAIL EC2, SH. C-505)
TEMP. ROCK CHECK DAM (DETAIL EC3, SH. C-505)
TEMP. CULVERT PROTECTION - WATTLE (DETAIL EC4, SH. C-505)
SECTIONSECT.
THICKTK
SIDEWALKS/W
MECHANICAL JOINTMJ
EASEMENTESMT
PAVEMENTPVMT
AGGREGATE BASE COURSEA.B.C.
ALGEBRAIC DIFFERENCEA.D.
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PERMANENTPERM.
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WIDTHW
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CLASSCL.
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STORM DRAIN MANHOLESDMH
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TEMPORARYTEMP.
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CORRUGATED PLASTIC PIPECPP
REINFORCED CONCRETE PIPERCP
FLARED END SECTIONFES
CURB INLET
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OVERHEAD ELECTRICOHE
GENERATORGEN
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FLEXIBLE
FIRE HYDRANT
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FINISHED FLOOR ELEVATION
GAUGE
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GALVANIZED
GUTTER LINE
HEXAGONAL
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G/L
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TOP OF WALL
TOP OF SLAB
TOP OF CURB
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SEC
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SQUARE
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SHEET
SPECIFICATION
SANITARY
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SOUTH
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DEGREE(S)
DIAMETER
DELTA ANGLE
DOWN
DETAIL
EAST
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FLOOR DRAIN
EXISTING
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DRAWING(S)
EDGE OF PAVEMENT
DUCTILE IRON PIPE
DWG(S).
ELEC.
EX/EXIST
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EL/ELEV
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CATCH BASIN
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CUBIC FEET
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APPROXIMATE
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ARCHITECTURAL
APPROX.
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NORTHN
POINT OF INTERSECTION
POUNDS PER SQUARE INCH
PROPERTY LINE
POINT OF TANGENCY
POLYVINYL CHLORIDE
POINT OF VERTICAL TANGENCY
RIGHT OF WAY
POINT OF VERTICAL CURVATURE
RAILROAD
POINT OF VERTICAL INTERSECTION
PVC
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NATIONAL ELECTRICAL
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POINT OF CURVATURE
OPNG
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O.D.
OPER
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OPERATION
NEMA
N.I.C.
MANUFACTURER
MILE
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MI
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MIN.
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MECH.
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NUMBER
MINIMUM
MAXIMUM
MECHANICAL
FIBER OPTIC SIGNAL CABLEFOSC
FIBER OPTIC CABLEFO
TRAFFIC SIGNAL BOXTSBGUY WIRE/ANCHORGW
AREA LIGHTAL
SSCO SANITARY SEWER CLEANOUT
IRRIGATION CONTROL VALVEICV
SP SERVICE POLE
MANUFACTURERS ASSOCIATION
ABBREVIATIONS
CRUSHED AGGREGATE BASE COURSEC.A.B.C.
DEED BOOKDB
DRIVEWAYD/W
FIBER OPTIC POSTFOP
NOW OR FORMERLYN/F
PLAT BOOKPB
POINT OF INTERSECTION - TURN OUT
PAGEPG
RESTRAINED JOINTRJ
TP TELEPHONE PEDESTAL
CURVE COEFFICIENTK
LINEAR FEETLF
JUNCTION BOXJB
WIDEWD
LIGHT DUTYLD
YARD INLETYI
WATER LINEW/L
LONG
LENGTH
POUND(S)
LIGHT POLE
LEFT
LOW WATER LEVEL
L
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LT
LG
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YARD HYDRANT
WATER SURFACE ELEVATION
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UNDER GROUND ELECTRICUGE
FINAL DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTIONP:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\G-002 NOTES AND LEGEND.DWG PLOT DATE 2/2/2021 9:15 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
G-002
ABBREVIATIONS, GENERAL NOTES
AND LEGEND
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
AS NOTED
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENT1. THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS
AND SLOPES GREATER THAN 3:1 AND 14 DAYS ON OTHER AREAS. SEE GROUNDCOVER REQUIREMENTS CHART ON
THIS SHEET.
2. CONTRACTOR MUST IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN APPROVED FOR THIS PROJECT BY THE
DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM.
3. CONTRACTOR MUST KEEP RAIN GAUGE ON SITE.
4. CONTRACTOR MUST INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK AND WITHIN
24 HOURS AFTER ANY STORM EVENT GRATER THAN A HALF INCH (DURING 24 HOUR PERIOD). MUST TAKE IMMEDIATE
CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
5. CONTRACTOR MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES THE SITE AND EVALUATE THE
EFFECT ON NEARBY STREAMS OR WETLANDS. CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF
SITE OR INTO A STREAM OR WETLAND, OR CAUSES A VISIBLE INCREASE IN TURBIDITY OF ANY WATERBODY.
6. CONTRACTOR MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
LEGEND
EXISTING CONDITIONS PROPOSED
1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY ACCESS
EASEMENTS SHOWN. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES
MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS PRIOR TO MOVING ANY
LINES.
1.1. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, OR AS
NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST NOTIFY EXISTING
UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE, FIBER OPTIC, AND CABLE LINES IN CONFLICT WITH THE
PROPOSED UTILITY LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE, FIBER OPTIC, AND CABLE LINES SHALL BE
TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST
TO THE OWNER.
5. IN LOCATIONS WHERE BORE AND JACK OR HORIZONTAL DIRECTIONAL DRILLING ARE PROPOSED IN THE PLANS, ALL
EXISTING UTILITY LINES (WATER, SEWER, TELEPHONE, ETC.) LOCATIONS SHALL BE HORIZONTALLY AND VERTICALLY
CONFIRMED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
6. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH CAROLINA.
7. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
CONSTRUCTION.
8. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
9. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-6" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE
DRAWINGS.
10. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10'
EITHER SIDE OF THE CROSSING.
11. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 18" VERTICAL SEPARATION (24" VERTICAL SEPARATION IN
NCDOT ROW). IF 18" (24" - NCDOT ROW) SEPARATION IS NOT OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE
SEWER LINE OR A SUPPORTING MATERIAL SUCH AS FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES.
12. SEE PROJECT TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION IN REFERENCE TO APPROVED MATERIALS,
INSTALLATION, INSPECTIONS, TESTING, ETC.
13. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH-ON OR MECHANICAL JOINTS AND
EXPOSED PIPING SHALL BE FLANGED JOINT.
14. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24 HOURS
PRIOR TO CONSTRUCTION.
15. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
16. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS PRIOR
TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL PROPOSED
SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES SHALL BE
CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT.
17. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT SPECIFICATIONS.
18. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE IRON IN
PAVED AREAS AND PVC OUTSIDE PAVED AREAS.
19. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE MANNER
AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S EXPENSE.
20. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES
WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
21. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS PUMPING
AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED.
22. CONTRACTOR SHALL NOTIFY HOMEOWNERS OF ANY UTILITY SHUTDOWNS A MINIMUM OF 48 HOURS IN ADVANCE. THIS
NOTIFICATION SHALL INCLUDE LETTERS OR DOORHANGERS AND SHALL PROVIDE CONTRACTOR CONTACT INFORMATION
AND DATES AND TIMES OF THE SHUTDOWN. NOTIFICATION DOCUMENTS SHALL BE COORDINATED WITH THE CITY OF
OXFORD.
23. CONTRACTOR SHALL REPLACE ANY CUT OR DAMAGED WATER SERVICES FROM THE MAIN TO THE METER AT NO
ADDITIONAL EXPENSE TO THE OWNER.
24. THE CONTRACTOR SHALL NOTIFY JOHNSTON COUNTY PUBLIC UTILITIES 48 HOURS PRIOR TO MAKING ANY CONNECTION
TO JOHNSTON COUNTY WATER OR SEWER LINES.
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND DITCHES, TO PROVIDE POSITIVE DRAINAGE.
ANY AREAS WHERE WATER IS IMPOUNDED AS A RESULT OF THIS CONSTRUCTION SHALL BE CORRECTED BY
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM
DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS SHALL BE MAINTAINED AT ALL TIMES.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL
TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY
OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DRAINAGE INLETS AND OTHER STRUCTURES UNCOVERED DURING CONSTRUCTION SHALL BE INSPECTED BY
THE OWNER BEFORE BEING BACKFILLED OR BURIED. THE OWNER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST
TO THE OWNER, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT
SUCH INSPECTION.
4. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE
CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINEER. ALL WORK
SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE.
1. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, IN AREAS OUTSIDE OF NCDOT RIGHT-OF-WAYS,
ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY
AASHTO-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE
FILL. ALL FILL MATERIAL UNDER PAVED AREAS SHALL BE NCDOT #21B CRUSHED STONE, APPROVED SOIL, OR SELECTED
MATERIAL, 95% COMPACTED WITH CBR OF 30, COMPACTED IN 6-INCH DEEP LIFTS AS DIRECTED BY THE PROJECT
INSPECTOR.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING WORK, AND
IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
3. GENERAL CONSTRUCTION SEQUENCING NOTES:
3.1. CONTRACTOR MAY PROCEED WITH FORCE MAIN INSTALLATION WHILE KEEPING EXISTING FORCE MAIN IN SERVICE.
3.2. AFTER COMPLETION OF FORCE MAIN PIPING AND PRIOR TO MAKING FINAL CONNECTIONS CONTRACTOR SHALL
PERFORM ALL TESTING ON MAIN.
3.3. PRIOR TO MAKING FINAL CONNECTIONS TO EXISTING FORCE MAIN, CONTRACTOR SHALL PROVIDE A MINIMUM OF 7
DAYS NOTICE TO JOHNSTON COUNTY TO COORDINATE TEMPORARY SHUTOFF FOR FINAL CONNECTIONS. FINAL
CONNECTIONS SHALL BE COMPLETED WITHIN 4 HOURS SUCH THAT FLOW MAY CONTINUE. CONTRACTOR IS
RESPONSIBLE FOR ALL BYPASS PUMPING REQUIRED TO MAINTAIN OPERATIONS DURING FINAL CONNECTIONS.
3.4. FOR SPECIFIC PROJECT CONSTRUCTION SEQUENCE, SEE EROSION CONTROL NOTES AND DETAILS, SEE SHEETS
C-504 - C-506.
4. CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES ARE
STABILIZED FOR THAT 2000' SECTION. ENTIRE AREA TO BE TRENCHED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL
BE PLACED ON ANY AREA NOT CLEARED AND GRUBBED. UPON STABILIZATION OF THAT SECTION ANOTHER 2000'
SECTION CAN BE CONSTRUCTED AND STABILIZED.
5. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY SECTION WITHIN THE
LIMITS OF CONSTRUCTION/DISTURBANCE AS SHOWN ON THE PLANS. ADEQUATE EROSION AND SEDIMENT CONTROL
MEASURES MUST BE INSTALLED, MAINTAINED AND ADJUSTED AS NEEDED DURING THE DEMOLITION OR CLEARING AND
GRUBBING PHASES; AS WELL AS THROUGHOUT THE DURATION OF THE PROJECT AND UNTIL PERMANENT VEGETATION
ON THE PROJECT IS ESTABLISHED. SEE ADDITIONAL NOTES ON SHEET C-504.
6. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 50' BUFFER FOR STREAMS WHERE SHOWN ON
THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION. ALL STREAM, RIPARIAN
BUFFER, AND WETLAND IMPACTS/RESTORATION SHALL BE IN ACCORDANCE WITH THE NOTES AND DETAILS ON SHEET
C-507.
7. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
8. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT QUALITY, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY
SECTION.
9. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON
COMPLETION OF SLOPE STABILIZATION.
10. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN 3",
EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE
LOOSENED TO A DEPTH OF ±4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING
OPERATIONS WITHOUT FIRST OBTAINING THE OWNER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
PERFORMED BY A MECHANICAL "HYDRO-SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA
APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH SHORT-TERM PHOTODEGRADABLE
EROSION CONTROL MATTING.
11. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR
PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS
AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
13. DISPOSABLE MATERIAL
13.1. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE
CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
13.2. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN SPECIFIC
DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY THE
SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL MAINTAIN
SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE
CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
13.3. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY
POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING JURISDICTION.
BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY
ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
13.4. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN BURNING IS
ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND MEETING
GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS TO THE
SPECIFIC LOCATION OF BURNING.
13.5. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT. ALL MATERIAL NOT
TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR SHALL NOT HOLD UP
WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A "BURNING DAY".
14. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT QUALITY, DIVISION OF ENERGY,
MINERAL AND LAND RESOURCES, LAND QUALITY SECTION
15. UPON APPROVAL, REMOVE EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
16. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
GENERAL UTILITY NOTES
GENERAL SITE/CIVIL NOTES
GENERAL DRAINAGE NOTES
GENERAL EARTHWORK AND EROSION CONTROL NOTES
NPDES GENERAL PERMIT - NCGO1GENERAL SITE/CIVIL NOTES - CONTINUED
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL HAVE A MINIMUM COMPRESSION
STRENGTH AT 28 DAYS OF 4500 PSI UNLESS NOTED OTHERWISE, MEETING THE REQUIREMENTS OF SECTION 1000,
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040,
CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE UNLESS NOTED OTHERWISE IN THE
PLANS OR SPECIFICATIONS.
16. CONTRACTOR SHALL NOTIFY ALL ACCESS DRIVEWAY OWNERS 7 DAYS PRIOR TO CONSTRUCTION OPERATIONS ACROSS
EACH DRIVEWAY. CONTRACTOR IS RESPONSIBLE TO RETURN ALL DRIVEWAY ACCESSES, SIGNAGE, MAILBOXES, FENCES
AND OTHER EXISTING INFRASTRUCTURE THAT WERE DAMAGED OR REMOVED FOR THE CONSTRUCTION OPERATIONS OF
THE PROJECT TO ITS ORIGINAL CONDITION OR BETTER.
1. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS OPERATIONS TO EXISTING UTILITIES
AND FACILITIES WHICH ARE NOT INCLUDED AS PART OF THE INTENDED WORK. DAMAGED UTILITIES AND FACILITIES
SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, TO THE SATISFACTION OF THE OWNERS' REPRESENTATIVE
AND ENGINEER, AT CONTRACTOR'S SOLE EXPENSE.
2. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION OPERATIONS WITH ANY AND ALL OTHER CONSTRUCTION
ACTIVITIES WHICH MAY BE OCCURRING SIMULTANEOUSLY ON THE SITE. LACK OF COORDINATION ON THE
CONTRACTOR'S PART RESULTING IN EXTRA WORK OR SCHEDULE DELAYS SHALL NOT CONSTITUTE A CHANGE ORDER.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PERTINENT TO THE WORK OF THIS CONTRACT IN THE FIELD.
SIGNIFICANT DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE AT NO ADDITIONAL COST TO THE OWNER, FOR MAINTENANCE OF ALL
EROSION CONTROL MEASURES UNTIL SUCH TIME AS THE APPROPRIATE STATE, COUNTY, OR MUNICIPAL AUTHORITY
RELEASES THE SITE AT WHICH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES
AS DIRECTED BY THE ENGINEER.
5. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
CORRESPONDING SECTIONS OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL, LATEST EDITION AND THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
6. THE LOCATION OF ALL STRUCTURES SHOWN IS BASED ON GIS MAPPING AND ON THE GROUND SURVEY AND
REPRESENTS THE BEST INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE SURVEY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION, SIZE, AND TYPE OF ALL UNDERGROUND UTILITIES DURING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION (AS DIRECTED BY THE ENGINEER)
OF ANY CONFLICTING UNDERGROUND UTILITIES, IF REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. IT IS
ADVISABLE THE CONTRACTOR VISIT THE SITE PRIOR TO BIDDING AND BECOME FAMILIAR WITH THE SITE AND ANY
POTENTIAL CONFLICTS.
7. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND LAYOUT.
8. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO THE NORMAL WORKING HOURS.
THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXEMPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT
NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY THE ENGINEER AND/OR THE ENGINEER'S
REPRESENTATIVE(S) SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION
PROCEDURES.
10. ALL WORK WITHIN NCDOT RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES AND THE NCDOT UTILITY ENCROACHMENT AGREEMENT REQUIREMENTS.
11. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED FOR
CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY
SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO
THE REQUIREMENTS OF THE NCDOT.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL
REPAIR ROADS PER REQUIREMENTS OF NCDOT AT NO ADDITIONAL COST TO THE OWNER. NO OPEN CUTS OF EXISTING
ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS
GRANTED BY NCDOT. SAND OR A SIMILAR MATERIAL APPROVED BY NCDOT SHALL BE PLACED ON THE ROAD TO AID IN
THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD PRIOR TO
STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
13. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
1. ALL SITE BOUNDARY INFORMATION IS FROM JOHNSTON COUNTY GEOGRAPHICAL INFORMATION SYSTEM (GIS) AND
RECORDED PLATS/DEEDS COLLECTED FROM JOHNSTON COUNTY REGISTER OF DEEDS AND SHOULD BE CONSIDERED
APPROXIMATE.
2. TOPOGRAPHIC INFORMATION WAS RETRIEVED FROM NORTH CAROLINA'S SPATIAL DATA DOWNLOAD, UTILIZING QL2
LIDAR. THIS TOPOGRAPHIC INFORMATION WAS SUPPLMENTED IN SOME LOCATIONS WITH ON THE GROUND SURVEY
3. ALL ROADWAY CROSSING TOPOGRAPHY AND LOCATION INFORMATION IS FROM A SURVEY PREPARED BY JERRY BALL
LAND SURVEYING, PC, 205 S. POLLOCK STREET SELMA, NC, 27576 IN AN ELECTRONIC FORMAT RECEIVED ON THE
FOLLOWING DATES: 01/08/2020, 02/19/2020, 03/20/2020, AND 05/13/2020.
4. WETLAND BOUNDARY LOCATION PREPARED BY MCGILL ASSOCIATES 02/04/2020.
5. EXISTING WATER AND SEWER UTILITIES LOCATION/SIZES OUTSIDE OF SURVEYED ROADWAY CROSSINGS ARE FROM
AS-BUILTS PROVIDED BY JOHNSTON COUNTY PUBLIC UTILITIES DEPARTMENT AND JOHNSTON COUNTY GIS.
6. ADDITIONAL FEATURES ON THE ROUTE WERE LOCATED BASED ON A SITE VISIT WITH A HANDHELD GPS UNIT AND
WITH 2017 ORTHOIMAGERY FROM NORTH CAROLINA ONEMAP.
7. THE EASTERN PORTION OF THE PROJECT, ADJACENT TO THE PINE LEVEL PUMP STATION IS WITHIN A FEMA
DESIGNATED FLOODPLAIN AND IS DELINEATED IN THE PLANS.
7.1. FIRM PANEL: 3720262400K
EXISTING CONDITIONS NOTE
GROUND STABILIZATION TABLE
SITE AREA DESCRIPTION STABILIZATION
TIME FRAME STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES, AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW)
ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4:1 14 DAYS NONE (EXPCEPT FOR PERIMETERS AND HQW
ZONES)
"EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE" (NCGO1 - SECTION II.B(2)(b))
2-2-21
AL
ALALALFINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\G-003 INDEX SHEET.DWG PLOT DATE 2/2/2021 9:16 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
G-003
12" FORCE MAIN
OVERALL LAYOUT
INDEX SHEET
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
0
500
500 250 500 1000
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTSH. C-113
SH. C-112 SH. C-111
SH. C-110
SH. C-109
SH. C-108 SH. C-107
SH. C-106
SH. C-105
SH. C-104
SH. C-103
SH. C-102
SH. C-101
US INT
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AT
E 95
US
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7
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US H
IGHWAY
70
US HIG
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US HI
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.FIRETOWER ROAD (SR 2305)FIRETOWER ROAD (SR 2305)W.
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DCATHERINE STREETCAROLYN DRIVEPINE LEVEL-MICRO ROAD (SR 2309)FUTRELL ROADHOLT STREETTOWN OF SELMA
TOWN OF PINE LEVEL
PINE LEVEL
NORTH PUMP
STATION
SH. C-114
GOR-AN FARM ROADPROP. 12" FORCE MAINEX. 6" FORCE MAIN
TO REMAIN IN SERVICE
JR ROAD
OUTL
ET
C
E
NT
E
R DRIVEEX. 6" FORCE MAIN
TO BE ABANDONED
EX. 6" FORCE MAIN
TO BE TRANSFERRED
TO TOWN OF PINE LEVEL
EX. 6" FORCE MAIN
TO BE ABANDONED
2-2-21
N/FFUTRELL, JIMMIEOLIVER, EDWINA H.NCPIN: 262415-54-5743
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FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-101-104 12IN FORCE MAIN P-P STA 10+00 - 71+00.DWG PLOT DATE 2/2/2021 9:18 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-101
12" FORCE MAIN
PLAN AND PROFILE
STA. 10+00 - 23+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
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S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPROFILE STA. 10+00 - 23+50
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 23+50, SEE SHEET C-102PLAN STA. 10+00 - 23+50
MATCHLINE STA. 23+50SEE SHEET C-102N. PEEDIN AVE. (SR 2309)(60' RIGHT-OF-WAY)INSET
SCALE: 1"=10'
2-2-21
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FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-101-104 12IN FORCE MAIN P-P STA 10+00 - 71+00.DWG PLOT DATE 2/2/2021 9:19 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-102
12" FORCE MAIN
PLAN AND PROFILE
STA. 23+50 - 39+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 23+50 - 39+50
MATCHLINE STA. 39+50SEE SHEET C-103MATCHLINE STA. 23+50SEE SHEET C-101MATCHLINE STA. 28+50SEE THIS SHEETMATCHLINE
STA
.
28+50SEE TH
IS
SHEET
PROFILE STA. 23+50 - 39+50
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 39+50, SEE SHEET C-103MATCHLINE STA. 23+50, SEE SHEET C-1012-2-21
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FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-101-104 12IN FORCE MAIN P-P STA 10+00 - 71+00.DWG PLOT DATE 2/2/2021 9:19 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-103
12" FORCE MAIN
PLAN AND PROFILE
STA. 39+50 - 56+00
19.01806FEBRUARY 2, 2021
SWM
DCS DCS
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 39+50 - 56+00
MATCHLINE
STA
.
56+00SEE SHEET
C-104MATCHLINE STA. 39+50SEE SHEET C-102PINE LEVEL-SELMA ROAD (SR 1927)MATCHLINE
STA
.
44+50SEE TH
IS
SHEET
MATCHLINE STA. 44+50SEE THIS SHEETNORFOLK SOUTHERN RAILROADPROFILE STA. 39+50 - 56+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 56+00, SEE SHEET C-104MATCHLINE STA. 39+50, SEE SHEET C-1022-2-21
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PB 75 PG 454
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-101-104 12IN FORCE MAIN P-P STA 10+00 - 71+00.DWG PLOT DATE 2/2/2021 9:19 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-104
12" FORCE MAIN
PLAN AND PROFILE
STA. 56+00 - 71+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 56+00 - 71+00
MATCHLINE STA. 71+00
SEE SHEET C-105MATCHLINE STA. 56+00SEE SHEET C-103W. BLANCHE STREET (SR 2374)(60' RIGHT-OF-WAY)MATCHLINE STA. 60+50
SEE THIS SHEET
MATCHLINE STA. 60+50SEE THIS SHEETPROFILE STA. 56+00 - 71+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 71+00, SEE SHEET C-105MATCHLINE STA. 56+00, SEE SHEET C-1032-2-21
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FDANIELSON, CRYSTALNCPIN: 261413-03-0281BK 04583 PG 0655
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340N/FRENFROW, MICHAEL A.RENFROW, CAROLYN O.NCPIN: 261400-92-6516BK 04163 PG 0285
N/FPARKER, BLANCO B.PARKER, BEEBE O.NCPIN: 261400-93-3251BK 04397 PG 0910
N/FWHITE, GRACE W. LIFEESTATEWHITE, JAMES A.REMAINDERNCPIN: 262413-13-0024BK 02893 PG 0507
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-105-108 12IN FORCE MAIN P-P STA 71+00 - 135+50.DWG PLOT DATE 2/2/2021 9:20 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-105
12" FORCE MAIN
PLAN AND PROFILE
STA. 71+00 - 87+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 71+00 - 87+00
MATCHLINE STA. 87+00SEE SHEET C-106MATCHLINE STA. 71+00SEE SHEET C-104W. BLANC
H
E
S
T
R
E
E
T
(
S
R
2
3
7
4
)
(60' RIGH
T
-
O
F
-
W
A
Y
)CATHERINE STREET(60' RIGHT-OF-WAY)PROFILE STA. 71+00 - 87+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 87+00, SEE SHEET C-106MATCHLINE STA. 71+00, SEE SHEET C-1042-2-21
N/FEASTFIELD ASSOCIATESLLC.
NCPIN: 261400-85-4264BK 05174 PG 0921PB 13 PG 25
N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-7302BK 04397 PG 0907
N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-8202BK 04397 PG 0907
N/FPARKER, BLANCO B.PARKER, BEEBE O.NCPIN: 261400-93-3251BK 04397 PG 0910
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264BK 05174 PG 0921PB 13 PG 25
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-105-108 12IN FORCE MAIN P-P STA 71+00 - 135+50.DWG PLOT DATE 2/2/2021 9:21 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-106
12" FORCE MAIN
PLAN AND PROFILE
STA. 87+00 - 103+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPROFILE STA. 87+00 - 103+50
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 103+50, SEE SHEET C-107MATCHLINE STA. 87+00, SEE SHEET C-105PLAN STA. 87+00 - 103+50
MATCHLINE STA. 103+50SEE SHEET C-107MATCHLINE STA. 87+00SEE SHEET C-105W. BLANCHE S
T
R
E
E
T
(
S
R
2
3
7
4
)
(60' RIGHT-OF
-
W
A
Y
)
PROP. 12" FORCE MAIN
2-2-21
N/FMOZINGO, FRANKIE H.NCPIN: 261415-64-7038BK 01338 PG 0538
N/FPATE, JONATHAN R.NCPIN: 261415-64-9174BK 05179 PG 0410
N/FGODWIN, SHAUNA R.NCPIN: 261415-74-2188BK 05054 PG 0556
N/FWOODING, SHAUNA R.NCPIN: 261415-73-2893BK 04995 PG 0655
N/FEASON, JAMES W.EASON, PHYLLIS H.NCPIN: 261415-63-7806BK 05221 PG 0503
N/FMANN, JACKIE P.MANN, RUSSELL JR.NCPIN: 261415-63-8718BK 04868 PG 0998N/FHARPER. GARY R.NCPIN: 261415-63-9752BK 04307 PG 0729
N/FCROCKER, GLENWOOD P.NCPIN: 261415-73-0480BK 01124 PG 0286
N/FCROCKER, DONALD E.CROCKER, GEORGE A.NCPIN: 261415-73-4845
N/FCROCKER, DONALD E.CROCKER, GEORGE A.
NCPIN: 261415-73-4845
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264BK 05174 PG 0921PB 13 PG 25
N/FCROCKER LIVING TRUSTCROCKER, ELIZABETH B.TRUSTEENCPIN: 261400-61-0966BK 01408 PG 0915
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261411-65-5210BK 05199 PG 0897
N/F
MOZINGO, FRANKIE H. II
MOZINGO, FRANKIE H
NCPIN: 261415-64-8111
BK 01338 PG 0534
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264BK 05174 PG 0921
PB 13 PG 25
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-105-108 12IN FORCE MAIN P-P STA 71+00 - 135+50.DWG PLOT DATE 2/2/2021 9:21 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-107
12" FORCE MAIN
PLAN AND PROFILE
STA. 103+50 - 120+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 103+50 - 120+00
PROFILE STA. 103+50 - 120+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 120+00SEE SHEET C-108MATCHLINE STA. 120+00, SEE SHEET C-108MATCHLINE STA. 103+50, SEE SHEET C-106MATCHLINE STA. 103+50SEE SHEET C-106W. BLANCHE STREET (S
R
2
3
7
4
)
(60' RIGHT-OF-WAY)
2-2-21
N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912PB 75 PG 245
N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912
N/FCROCKER LIVING TRUSTCROCKER, ELIZABETH B.TRUSTEENCPIN: 261400-61-0966BK 01408 PG 0915
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261411-65-5210BK 05199 PG 0897
N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-105-108 12IN FORCE MAIN P-P STA 71+00 - 135+50.DWG PLOT DATE 2/2/2021 9:22 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-108
12" FORCE MAIN
PLAN AND PROFILE
STA. 120+00 - 135+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPROFILE STA. 120+00 - 135+50
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 135+50, SEE SHEET C-109MATCHLINE STA. 120+00, SEE SHEET C-107MATCHLINE STA. 135+50SEE SHEET C-109US HIGHWAY 70 ALT. EAST
(60' RIGHT-OF-WAY)
MATCHLINE STA. 120+00
SEE SHEET C-107
MATCHLINE STA. 128+50
SEE THIS SHEETMATCHLINE STA. 128+50SEE THIS SHEETFIRETOWER ROAD (SR 2305)(60' RIGHT-OF-WAY)FIRETOWER ROAD (SR 2305)
(60' RIGHT-OF-WAY)W. BLANCHE STREET (SR 2374)(60' RIGHT-OF-WAY)PLAN STA. 120+00 - 135+50
2-2-21
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722BK 05231 PG 0213
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261415-54-1575BK 05254 PG 0942
N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918
N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-109-113 12IN FORCE MAIN P-P STA 135+50 - 212+00.DWG PLOT DATE 2/2/2021 9:22 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-109
12" FORCE MAIN
PLAN AND PROFILE
STA. 135+50 - 152+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTUS HIGHWAY 70 ALT. EAST
(60' RIGHT-OF-WAY)MATCHLINE STA. 135+50SEE SHEET C-108PROFILE STA. 135+50 - 152+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 152+00, SEE SHEET C-110MATCHLINE STA. 135+50, SEE SHEET C-108MATCHLINE STA. 152+00SEE SHEET C-110PLAN STA. 135+50 - 152+00
2-2-21
N/FABDALLA, MICHAEL J. SR.ABDALLA, DEMETRANCPIN: 261414-33-1808BK 04703 PG 0420
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722BK 05231 PG 0213
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722BK 05231 PG 0213
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-109-113 12IN FORCE MAIN P-P STA 135+50 - 212+00.DWG PLOT DATE 2/2/2021 9:23 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-110
12" FORCE MAIN
PLAN AND PROFILE
STA. 152+00 - 164+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPROFILE STA. 152+00 - 164+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 164+00, SEE SHEET C-111MATCHLINE STA. 152+00, SEE SHEET C-109MATCHLI
N
E
S
T
A
.
1
5
8
+
5
0
SEE THIS
S
H
E
E
T
MATCHLINE STA.164+00SEE SHEET C-111US HIGHWAY 70 ALT. EAST(60' RIGHT-OF-WAY)ABSHER ROAD (SR 2303)
(60' RIGHT-OF-WAY)MATCHLINE STA. 152+00SEE SHEET C-108MATCHLINE STA. 158+50SEE THIS SHEETABSHER ROAD
(SR
2303)(60'
R
IGHT-OF
-WAY)
PLAN STA. 152+00 - 164+00
US HIGHWAY 70 ALT. EAST
(60' RIGHT-OF-WAY)
INSET
SCALE: 1"=10'
2-2-21
N/FABDALLA BUILDINGPARTNERSHIPNCPIN: 261413-23-2529BK 01398 PG 0898
N/F
ABDALLA, JAMES D.
ABDALLA, THOMAS L.
NCPIN: 261414-23-5567
BK 01432 PG 0465
N/FABDALLA, MICHAEL J.LEVINSON, JAMES R.NCPIN: 261413-13-4068BK 04635 PG 0139PB 59 PG 499
N/FABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261414-23-6588BK 01719 PG 0504
N/F
ABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261414-23-6588BK 01719 PG 0504
AL
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722BK 05231 PG 0213
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-22-7545BK 05273 PG 0464
N/F
ABDALLA, MICHAEL J.LEVINSON, JAMES R.NCPIN: 261413-13-4068BK 04635 PG 0139PB 59 PG 499
N/FABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261414-23-6588BK 01719 PG 0504
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-109-113 12IN FORCE MAIN P-P STA 135+50 - 212+00.DWG PLOT DATE 2/2/2021 9:23 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-111
12" FORCE MAIN
PLAN AND PROFILE
STA. 164+00 - 180+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPROFILE STA. 164+00 - 180+50
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 180+50, SEE SHEET C-112MATCHLINE STA. 164+00, SEE SHEET C-110PLAN STA. 164+00 - 180+50
MATCHL
I
N
E
S
T
A
.
1
8
0
+
5
0
SEE SH
E
E
T
C-112
MATCHLINE STA. 169+00SEE THIS SHEETMATCHLINE STA. 169+00SEE THIS SHEETUS HIGHWAY 70 EAST(VARIED RIGHT-OF-WAY)MATCHLINE STA.164+00
SEE SHEET C-110
2-2-21
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261413-03-6895BK 03479 PG 0962
N/FABDALLA, MICHAEL J.LEVINSON, JAMES R.
NCPIN: 261413-13-4068BK 04635 PG 0139PB 59 PG 499
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261413-03-5996BK 05373 PG 0387
N/F
ABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261413-13-5516BK 01719 PG 0504
N/FABDALLA, MICHAEL J.LEVINSON, JAMES R.NCPIN: 261413-13-4068BK 04635 PG 0139PB 59 PG 499
ALAL
AL
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-109-113 12IN FORCE MAIN P-P STA 135+50 - 212+00.DWG PLOT DATE 2/2/2021 9:24 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-112
12" FORCE MAIN
PLAN AND PROFILE
STA. 180+50 - 197+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 180+50 - 197+00
PROFILE STA. 180+50 - 197+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 197+00, SEE SHEET C-113MATCHLINE STA. 180+50, SEE SHEET C-111MATCHLINE STA. 197+00SEE SHEET C-113EX. FENCE
MATCHL
I
N
E
S
T
A
.
1
8
0
+
5
0
SEE SH
E
E
T
C-111
2-2-21
N/FSELMA ROAD PROP. LLC.NCPIN: 260416-94-6909BK 04063 PG 0702PB 69 PG 17
N/FWALL, QUINTON K.NCPIN: 260416-94-4538
N/FRAPIDS HOTEL LLCNCPIN: 261413-04-3448
BK 04392 PG 0570
N/F
WALL, QUINTON K.NCPIN: 260416-94-4538
N/FDEVSHYAM CORP.
NCPIN: 261413-04-1261BK 02428 PG 0788
N/FRAPIDS HOTEL LLCNCPIN: 261413-04-3448BK 04392 PG 0570
N/FJONES, LARRY WAYNENCPIN: 261413-03-0696BK 00958 PG 0862
N/FWALLS CEMETERYNCPIN: 261413-03-4701
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-109-113 12IN FORCE MAIN P-P STA 135+50 - 212+00.DWG PLOT DATE 2/2/2021 9:24 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-113
12" FORCE MAIN
PLAN AND PROFILE
STA. 197+00 - 212+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPROFILE STA. 197+00 - 212+00
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'MATCHLINE STA. 197+00, SEE SHEET C-113PLAN STA. 197+00 - 212+00
OUTLET CENTER DRIVE (SR 2398)(VARIED RIGHT-OF-WAY)MATCHLINE STA. 207+50SEE THIS SHEETMA
T
C
H
L
I
N
E
S
T
A
.
1
9
7
+
0
0
SE
E
S
H
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T
C-1
1
2
O
U
T
L
E
T
C
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N
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E
R
D
R
I
V
E
(
S
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2
3
9
8
)
(V
A
R
I
E
D
R
I
G
H
T
-
O
F
-
W
A
Y
)US INTERSTATE 95(VARIED RIGHT-OF-WAY)MATCHLIN
E
S
T
A
.
2
0
7
+
5
0
SEE THIS S
H
E
E
T
2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-114 EX FORCE MAIN RECONNECTION.DWG PLOT DATE 2/2/2021 9:25 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-114
US HIGHWAY 70 ALT.
6" - 4" FORCE MAIN
CONNECTION
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN
US HIGHWAY 70 ALT. EAST
(60' RIGHT-OF-WAY)PEEDIN PARK LANEGOR-AN FARM
ROAD(60'
R
IGHT-OF-WAY)
INSET
SCALE: 1"=10'
2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-115 NORTH CAROLINA RAILROAD CROSSING PLAN AND PROFILE.DWG PLOT DATE 2/2/2021 9:26 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-115
NORTH CAROLINA RAILROAD
CROSSING PLAN AND PROFILE
19.01806FEBRUARY 2, 2021
SWM
DCS DCS
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
20 0 10 20 40
20
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN
PROFILE
SCALE: HORIZ. 1"= 20'
VERT. 1"= 2'
JOHNSTON COUNTY
FOR INFORMATION OR IN
WEEKDAY: (919) 934-0256
309 E. MARKET ST.
SMITHFIELD, NC 27577
12" FORCE MAIN
6'-0" BELOW GRADE
CASE OF RAPTURE CALL:
EVENING: (919) 934-0256
WEEKEND: (919) 934-0256
MARKER DETAIL
NOT TO SCALE
·
·
·
·
·
·
·
··
··
··
··
··
CROSS SECTION PIPE DETAIL
NOT TO SCALE
2-2-21
N/FJOHNSTON COUNTYNCPIN: 262415-53-5320BK 05182 PG 0248
N/F
WOOL, ROBERT C.WOOL, EVELYN L.NCPIN: 262415-63-0054BK 04361 PG 0542
N/FJOHNSTON COUNTYNCPIN: 262415-53-4201BK 05182 PG 0236
N/FFUTRELL, JIMMIE
OLIVER, EDWINA H.NCPIN: 262415-54-5743
N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 2/2/2021 9:43 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-201
SEDIMENTATION AND EROSION
CONTROL PLAN
STA. 10+00 - 30+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
30 15 30 60
30
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 10+00 - 20+00
MATCHLIN
E
S
T
A.
1
4
+
0
0
SEE THIS
S
H
E
E
T
N. PEEDIN AVE. (SR 2309)(60' RIGHT-OF-WAY)PLAN STA. 20+00 - 30+00
MATCHLIN
E
S
T
A.
1
4
+
0
0
SEE THIS
S
H
E
E
T
MATCHLINE STA. 20+00SEE THIS SHEETMATCHLINE STA. 20+00SEE THIS SHEETMA
T
C
H
L
I
N
E
S
T
A
.
3
0
+
0
0
S
E
E
S
H
E
E
T
C
-
2
0
2
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONN. PEEDIN AVE. (SR 2309)(60' RIGHT-OF-WAY)1
1
1 02/02/2021 BJR REVISIONS PER NCDEQ-DEMLR COMMENTS
2-2-21
N/FCREECH, MERLEON G.ARTHUR, TERESA C.NCPIN: 262400-36-1249BK 04202 PG 0141
N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385
N/FHINTON, WILLIAM R.PARRISH, DEBORAH H.NCPIN: 262414-23-6066BK 03341 PG 0539
N/FHINTON, WILLIAM R.PARRISH, DEBORAH H.NCPIN: 262414-23-8043BK 03341 PG 0539
N/FNORTH CAROLINARAILROAD CO.NCPIN: 262414-23-8531BK 03729 PG 0763
N/FNORTH CAROLINARAILROAD CO.NCPIN: 262414-23-9465BK 03409 PG 0613
N/FTOWN OF PINE LEVELNCPIN: 262414-33-1316BK 05143 PG 0544
N/FKORNEGAY, DANIEL F. JR.
KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385
N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 2/2/2021 9:44 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-202
SEDIMENTATION AND EROSION
CONTROL PLAN
STA. 30+00 - 47+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
30 15 30 60
30
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 30+00 - 39+00
PLAN STA. 39+00 - 47+50MATCHLINE STA. 30+00SEE SHEET C-201MATCHLINE STA. 39+00SEE THIS SHEETMATCHLINE STA. 39+00SEE THIS SHEETMATCHLINE STA. 47+50SEE SHEET C-203PINE
LEVEL
-SELMA
ROAD
(SR
1927
)NORFOLK SOUTHERN
RA
ILROAD
1
1 02/02/2021 BJR REVISIONS PER NCDEQ-DEMLR COMMENTS
1
2-2-21
N/FWATERS AND BROCK
COMMUNICATIONS INC.NCPIN: 262413-13-8973BK 04311 PG 0963PB 75 PG 454
N/FWATERS AND BROCKCOMMUNICATIONS INC.NCPIN: 262413-23-2784BK 04393 PG 0635PB 75 PG 454
N/FSTRICKLAND, GEORGE R.NCPIN: 262413-13-9108BK 00864 PG 0121
N/FJOHNSON, CARLA T.JOHNSON, RICHARD N.NCPIN: 262413-23-1442BK 03000 PG 0400
N/FWATERS, WAYNE G.WATERS, SARAHNCPIN: 262413-23-2163BK 01060 PG 0709
N/FPARRISH, DEBORAH H.HINTON, WILLIAM R.NCPIN: 262413-23-4088BK 03341 PG 0532
N/FGUILFORD, GLADYS P.HEIRSNCPIN: 262414-23-5593
N/FWATERS AND BROCKCOMMUNICATIONS INC.NCPIN: 262413-13-8973BK 04311 PG 0963PB 75 PG 454
THOMAS, BETH W.NCPIN: 262413-13-4175BK 04344 PG 0118
N/FBAKER, CLINTON JR.BAKER, DEBORAH B.NCPIN: 262413-03-9941BK 03966 PG 0384PB 75 PG 454
N/FTHOMAS, JOHN G.THOMAS, BETH W.
NCPIN: 262413-13-4175BK 04344 PG 0118
N/FWHITE, GRACE W. LIFEESTATEWHITE, JAMES A.REMAINDERNCPIN: 262413-13-0024BK 02893 PG 0507
N/FTHOMAS, JOHN G.THOMAS, BETH W.NCPIN: 262413-13-4175BK 04344 PG 0118
NCPIN: 262413-03-9941BK 03966 PG 0384
N/F
BAKER, CLINTON JR.BAKER, DEBORAH B.NCPIN: 262413-03-9941
BK 03966 PG 0384PB 75 PG 454
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 2/2/2021 9:45 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-203
SEDIMENTATION AND EROSION
CONTROL PLAN
STA. 47+50 - 65+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
30 15 30 60
30
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 47+50 - 57+00
MATCHLINE STA. 47+50SEE SHEET C-202MATCHLINE
STA
.
57+00SEE TH
IS
SHEET
PLAN STA. 57+00 - 65+50
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONMATCHLINE STA. 57+00SEE THIS SHEETMATCHLINE STA. 61+00SEE THIS SHEETMATCHLINE STA. 61+00
SEE THIS SHEET
MATCHLINE STA. 65+50SEE SHEET C-2041 02/02/2021 BJR REVISIONS PER NCDEQ-DEMLR COMMENTS
1
1
1
1
2-2-21
N/FMANNING, MARYNCPIN: 262413-12-0853BK 01065 PG 0423
BK 04657 PG 0009
N/FWHITE, GRACE W. LIFEESTATEWHITE, JAMES A.REMAINDERNCPIN: 262413-13-0024BK 02893 PG 0507N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FDANIELSON, CRYSTALNCPIN: 261413-03-0281BK 04583 PG 0655
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FRENFROW, MICHAEL A.RENFROW, CAROLYN O.NCPIN: 261400-92-6516BK 04163 PG 0285
N/FPARKER, BLANCO B.PARKER, BEEBE O.NCPIN: 261400-93-3251BK 04397 PG 0910
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 2/2/2021 3:23 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-204
SEDIMENTATION AND EROSION
CONTROL PLAN
STA. 65+50 - 84+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
30 15 30 60
30
0
RCALL811BEFOREYOU
D
GI
SA
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 65+50 - 74+50
MATCHLINE STA. 65+50SEE SHEET C-203MATCHLI
N
E
S
T
A.
7
1
+
2
5
SEE THI
S
S
H
E
E
T
PLAN STA. 74+50 - 84+50
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONMATCHLINE STA. 71+25SEE THIS SHEETMATCHLINE STA. 74+50SEE THIS SHEETMATCHLINE STA. 74+50SEE THIS SHEETMATCHLINE STA. 84+50SEE SHEET C-205W.
BLANCHE
STREET
(SR
2374
)
(60
'
R
IGHT
-OF
-WAY
)
W. BLANCHE STREET (SR 2374)
(60' RIGHT-OF-WAY)CATHERINE STREET(60' RIGHT-OF-WAY)W. BLANCHE STREET (SR 2374)
(60' RIGHT-OF-WAY)
2-2-21
N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-7302BK 04397 PG 0907
N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-8202BK 04397 PG 0907
N/FPARKER, BLANCO B.
PARKER, BEEBE O.NCPIN: 261400-93-3251BK 04397 PG 0910
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264
BK 05174 PG 0921PB 13 PG 25
EASTFIELD ASSOCIATES
N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-7302BK 04397 PG 0907
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264BK 05174 PG 0921
PB 13 PG 25
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 2/2/2021 9:47 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-205
SEDIMENTATION AND EROSION
CONTROL PLAN
STA 84+50 - 104+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 84+50 - 94+00
PLAN STA. 94+00 - 104+00
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONMATCHLINE STA. 94+00SEE THIS SHEETMATCHLINE STA. 94+00SEE THIS SHEETMATCHLINE STA. 104+00SEE SHEET C-206W. BLANCHE STREET (SR 2374)
(60' RIGHT-OF-WAY)
W. BLAN
C
H
E
S
T
R
E
E
T
(
S
R
2
3
7
4
)
(60' RIGH
T
-
O
F
-
W
A
Y
)MATCHLINE STA. 84+50SEE SHEET C-2042-2-21
N/FPATE, JONATHAN R.NCPIN: 261415-64-9174BK 05179 PG 0410
N/FGODWIN, SHAUNA R.NCPIN: 261415-74-2188BK 05054 PG 0556
N/FWOODING, SHAUNA R.NCPIN: 261415-73-2893BK 04995 PG 0655
N/FMANN, JACKIE P.MANN, RUSSELL JR.NCPIN: 261415-63-8718BK 04868 PG 0998
N/FHARPER. GARY R.NCPIN: 261415-63-9752BK 04307 PG 0729
N/FCROCKER, GLENWOOD P.NCPIN: 261415-73-0480BK 01124 PG 0286
N/FCROCKER, DONALD E.CROCKER, GEORGE A.NCPIN: 261415-73-4845
N/FCROCKER, DONALD E.CROCKER, GEORGE A.
NCPIN: 261415-73-4845
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264
BK 05174 PG 0921PB 13 PG 25
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264BK 05174 PG 0921PB 13 PG 25 N/FMOZINGO, FRANKIE H.NCPIN: 261415-64-7038
BK 01338 PG 0538N/FPATE, JONATHAN R.NCPIN: 261415-64-9174BK 05179 PG 0410
N/FEASON, JAMES W.EASON, PHYLLIS H.NCPIN: 261415-63-7806BK 05221 PG 0503
N/FMANN, JACKIE P.MANN, RUSSELL JR.NCPIN: 261415-63-8718BK 04868 PG 0998
N/FCROCKER LIVING TRUSTCROCKER, ELIZABETH B.TRUSTEENCPIN: 261400-61-0966BK 01408 PG 0915
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261411-65-5210BK 05199 PG 0897 NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 2/2/2021 9:48 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-206
SEDIMENTATION AND EROSION
CONTROL PLAN
STA 104+00 - 120+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 104+00 - 113+50
PLAN STA. 113+50 - 120+50
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONMATCHLINE STA. 113+50SEE THIS SHEETMATCHLINE STA. 113+50SEE THIS SHEETW. BLANCHE STREET (SR 2374)
(60' RIGHT-OF-WAY)
W. BLANCHE STR
E
E
T
(
S
R
2
3
7
4
)
(60' RIGHT-OF-W
A
Y
)MATCHLINE STA. 120+50SEE SHEET C-207MATCHLINE STA. 104+00SEE SHEET C-2052-2-21
N/FEASTFIELD ASSOCIATES
LLC.NCPIN: 261415-54-1575BK 05254 PG 0942
N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912PB 75 PG 245
N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912
N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918
N/FCROCKER LIVING TRUSTCROCKER, ELIZABETH B.TRUSTEENCPIN: 261400-61-0966BK 01408 PG 0915
N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 2/2/2021 9:49 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-207
SEDIMENTATION AND EROSION
CONTROL PLAN
STA 120+50 - 141+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 120+50 - 131+00
MATCHLINE STA. 120+50
SEE SHEET C-206
PLAN STA. 131+00 - 141+00
MATCHLINE STA. 131+00
SEE THIS SHEET
MATCHLINE STA. 131+00SEE THIS SHEETMATCHLINE STA. 141+00SEE SHEET C-208FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
US HIGHWAY 70 ALT. EAST
(60' RIGHT-OF-WAY)
FIRETOWER ROAD (SR 2305)
(60' RIGHT-OF-WAY)
2-2-21
N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722
N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722BK 05231 PG 0213
N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 2/2/2021 9:50 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-208
SEDIMENTATION AND EROSION
CONTROL PLAN
STA 141+00 - 160+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 141+00 - 150+50
PLAN STA. 150+50 - 160+00
MATCHLINE STA. 150+50SEE THIS SHEETMATCHLI
N
E
S
T
A.
1
6
0
+
0
0
SEE SHE
E
T
C-209
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONMATCHLINE STA. 141+00SEE SHEET C-207MATCHLINE STA. 150+50SEE THIS SHEETUS HIGHWAY 70 ALT. EAST
(60' RIGHT-OF-WAY)ABSHER ROAD
(SR
2303
)
(60
'
R
IGHT-OF
-WAY)
US HIGHWAY 70 ALT. EAST
(60' RIGHT-OF-WAY)
1
1 02/02/2021 BJR REVISIONS PER NCDEQ-DEMLR COMMENTS
2-2-21
N/FABDALLA, MICHAEL J. SR.ABDALLA, DEMETRANCPIN: 261414-33-1808BK 04703 PG 0420
N/FEASTFIELD ASSOCIATESLLC.
NCPIN: 261414-44-1722BK 05231 PG 0213
EASTFIELD ASSOCIATES
N/FABDALLA, MICHAEL J.LEVINSON, JAMES R.NCPIN: 261413-13-4068BK 04635 PG 0139PB 59 PG 499
N/FABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261414-23-6588
BK 01719 PG 0504
N/FABDALLA BUILDINGPARTNERSHIPNCPIN: 261413-23-2529BK 01398 PG 0898
N/F
ABDALLA, JAMES D.
ABDALLA, THOMAS L.
NCPIN: 261414-23-5567
BK 01432 PG 0465
N/F
ABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261414-23-6588BK 01719 PG 0504
AL
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-209 - 211 SEC PLAN STA 160+00 - 212+00.DWG PLOT DATE 2/2/2021 9:51 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-209
SEDIMENTATION AND EROSION
CONTROL PLAN
STA 160+00 - 180+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 160+00 - 170+50
PLAN STA. 170+50 - 180+00
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONMATCHLINE STA. 160+00SEE SHEET C-208MATCHLINE STA. 170+50SEE THIS SHEETMATCH
LI
N
E
S
T
A.
1
6
6
+
0
0
SEE THI
S
S
H
E
E
T
MATCHLI
N
E
S
T
A
.
1
6
6
+
0
0
SEE THIS
S
H
E
E
T
MATCHLINE STA. 170+50SEE THIS SHEETMATCH
L
I
N
E
S
T
A
.
1
8
0
+
0
0
SEE SH
E
E
T
C-210
US HIGHWAY 70 EAST
(VARIED RIGHT-OF-WAY)
U
S
H
I
G
HW
A
Y
7
0
E
A
S
T
(
V
A
R
I
E
D
R
I
G
H
T
-
O
F
-W
A
Y
)
2-2-21
N/F
EASTFIELD ASSOCIATESLLC.NCPIN: 261413-03-5996BK 05373 PG 0387
N/FABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261413-13-5516BK 01719 PG 0504
ALALN/FEASTFIELD ASSOCIATESLLC.NCPIN: 261413-03-6895BK 03479 PG 0962
ALNOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-209 - 211 SEC PLAN STA 160+00 - 212+00.DWG PLOT DATE 2/2/2021 9:52 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-210
SEDIMENTATION AND EROSION
CONTROL PLAN
STA 180+00 - 200+50
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 180+00 - 190+50
PLAN STA. 190+50 - 200+50
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
MATCHLINE STA. 180+00
SEE SHEET C-209 MATCHLINE STA. 190+50SEE THIS SHEETMATCHLINE STA. 190+50SEE THIS SHEETMATCHLINE STA. 200+50SEE SHEET C-211JR ROAD (SR 2375)
1 02/02/2021 BJR REVISIONS PER NCDEQ-DEMLR COMMENTS
1
1
2-2-21
NOTES:
1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE
MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT
LOSS.
2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER
BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT
LOSS.
3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE
EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS.
4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF
DISTURBANCE.
5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL
STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES.
6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON
SHEET C-506.
N/FSELMA ROAD PROP. LLC.NCPIN: 260416-94-6909BK 04063 PG 0702PB 69 PG 17
N/FWALL, QUINTON K.NCPIN: 260416-94-4538
N/FSELMA HOSPITALITY LLC.
NCPIN: 260416-94-6272BK 03417 PG 0188
N/FDEVSHYAM CORP.NCPIN: 261413-04-1261BK 02428 PG 0788
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-209 - 211 SEC PLAN STA 160+00 - 212+00.DWG PLOT DATE 2/2/2021 9:53 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-211
SEDIMENTATION AND EROSION
CONTROL PLAN
STA 200+50 - 212+00
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 200+50 - 212+00
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTIONMATCHLINE
STA
.
200+50SEE SHEET
C-210
O
U
T
L
E
T
C
E
N
T
E
R
D
R
I
V
E
(
S
R
2
3
9
8
)
(V
A
R
I
E
D
R
I
G
H
T
-
O
F
-
W
A
Y
)US INTERSTATE 95(VARIED RIGHT-OF-WAY)2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-501 FORCE MAIN DETAILS.DWG PLOT DATE 2/2/2021 9:59 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-501
FORCE MAIN DETAILS
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
0
500
500 250 500 1000
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENT2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NOT TO SCALE
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTP:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-502 FORCE MAIN DETAILS.DWG PLOT DATE 2/2/2021 9:59 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-502
FORCE MAIN DETAILS
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
FLOW METER VAULT AND BYPASS DETAILFM1NOT TO SCALE
SUMP PIT MIN. DIM. 15"L x 15"W x 15"D OR PUMP
REQUIREMENTS, WHICHEVER IS LARGER.
ENSURE CLEARANCE BETWEEN SUMP WALLS
AND PUMP SWITCH FLOAT
SUMP PUMP W/ VERTICAL SWITCH
MIN. 1 12" SCH. 40 PVC SUMP DISCHARGE SHALL BE
FASTENED TO WALL W/ S.S. PIPE CLAMPS.
DISCHARGE SHALL BE ROUTED TO ROADSIDE
DITCH AND INCLUDE UNION, CHECK VALVE, AND
BALL VALVE.
SUMP PUMP W/ VERTICAL SWITCH
SUMP PIT MIN. DIM. 15"L x 15"W x 15"D OR PUMP
REQUIREMENTS, WHICHEVER IS LARGER.
ENSURE CLEARANCE BETWEEN SUMP WALLS
AND PUMP SWITCH FLOAT
12" RJ DIP
12" RJ DIP
12" PLUG VALVE
IN VALVE BOX12" PLUG VALVE
IN VALVE BOX
12" PLUG VALVE
IN VALVE BOX12" PLUG VALVE
IN VALVE BOX
FLOW
FLOW
12" MAGNETIC
FLOW METER
12" MAGNETIC
FLOW METER
12"x6" TEE12"x6" TEE
6" GATE VALVE
IN VALVE BOX
6" GATE VALVE
IN VALVE BOX
6" PVC PIPE TURNED UPRIGHT
FOR BYPASS CONNECTION 6" PVC PIPE TURNED UPRIGHT
FOR BYPASS CONNECTION
VAULT STEPS
VAULT STEPS
6'x4' PRECAST
CONCRETE VAULT
24"x24" ACCESS HATCH
24"x24" ACCESS HATCH
8" No. 57 WASHED STONE
12"x6" TEE12"x6" TEE
NOTE:
IN LIEU OF INSTALLING CAST IRON VALVE BOXES,
CAPS CONTAINING LOCATE DEVICES CAN BE
USED WITH A CONCRETE PROTECTOR RING.
6" PVC PIPE TURNED UPRIGHT
FOR BYPASS CONNECTION
6" PVC PIPE TURNED UPRIGHT
FOR BYPASS CONNECTION
CAST IRON VALVE BOX W/ CHARLOTTE HUB
OR CONC. DOUGHNUT & ELECTRONIC
CLEAN OUT MARKER
CLEANOUT PLUG AND CAP
MANHOLE WITH VENTED STACK
STANDARD MANHOLE VENT
MANHOLE WITH OFFSET VENT
NOT TO SCALE2
FMSTANDARD EXCAVATION
IN WET CONDITIONS
UNDERCUT EXCAVATION IN
UNSTABLE SOILS TYPES
STREAM/CREEK TRENCHINGFM
3 NOT TO SCALE
2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NOT TO SCALE
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTMANHOLE DEMOLITION AND ABANDONMENT
ELEVATION VIEW
NOT TO SCALE4
FM
PLAN VIEW
MANHOLE LINE ABANDONMENT
SECTION A-A
A
A
NOT TO SCALE5
FM
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-502 FORCE MAIN DETAILS.DWG PLOT DATE 2/2/2021 9:59 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-502A
FORCE MAIN DETAILS
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
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RCALL811BEFOREYOU
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FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTASPHALT DRIVE REPAIRST1NOT TO SCALE
GRAVEL DRIVE REPAIRST2NOT TO SCALE
CONCRETE DRIVE REPAIRST3NOT TO SCALE
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-503 PAVEMENT REPAIR DETAILS.DWG PLOT DATE 2/2/2021 10:00 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-503
PAVEMENT REPAIR DETAILS
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-504 SEC NOTES AND DETAILS 1 OF 3.DWG PLOT DATE 2/2/2021 10:00 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-504
SEDIMENTATION AND EROSION
CONTROL NOTES AND DETAILS
1 OF 3
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
0
500
500 250 500 1000
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FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTEROSION CONTROL MEASURES SELF INSPECTION
1. THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT SHALL CONDUCT
INSPECTIONS OF ALL EROSION CONTROL DEVICES AND PRACTICES IN ACCORDANCE WITH
NCDENR DIVISION OF LAND RESOURCES REQUIREMENTS FOR SELF INSPECTION.
2. A SELF INSPECTION SHALL BE PERFORMED AFTER EACH PHASE OF THE APPROVED
SEDIMENT AND EROSION CONTROL PLAN IS COMPLETE. THIS SHALL INCLUDE BUT SHALL
NOT BE LIMITED TO THE FOLLOWING:
2.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
2.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
2.3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
2.4. INSTALLATION OF STORM DRAINAGE FACILITIES.
2.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT
2.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION.
3. PERSON PERFORMING INSPECTION MAY USE THE STANDARD FORM PROVIDED BY NCDENR
DIVISION OF LAND RESOURCES OR MAY MARK UP A SINGLE COPY OF THE APPROVED
SEDIMENT AND EROSION CONTROL PLAN. ANY DOCUMENTATION OF THE SELF INSPECTIONS
SHALL BE MAINTAINED ON-SITE AND MADE AVAILABLE TO THE EROSION CONTROL
INSPECTOR.
4. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. AS OF AUGUST 1,
2013 THE SELF-INSPECTION PROGRAM WAS COMBINED WITH THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN.
THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
NCGS 113A-54.1 AND 15A NCAC 4B.0131. A COMBINED SELF-INSPECTION / SELF-MONITORING
FORM IS AVAILABLE AT THE FOLLOWING WEB ADDRESS: http://portal.ncdenr.org/web/lr/erosion .
IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE LAND
QUALITY SECTION AT (910) 433-3300.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL,
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY ROCK CHECK DAMS WHEN
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 PERCENT FILLED. RIPRAP WILL
BE REPLACED WHEN NECESSARY OR AS DIRECTED BY THE ENGINEER.
3. SEDIMENT SHALL BE REMOVED FROM HIGHWAY ON A DAILY BASIS OR AS
DIRECTED BY THE ENGINEER.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES APPROXIMATELY 0.5 FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY OR AS
DIRECTED BY THE ENGINEER, AND MULCHED ACCORDING TO SPECIFICATIONS TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
6. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED BY ADDING
ADDITIONAL STONE AS NECESSARY OR AS DIRECTED BY THE ENGINEER.
7. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL,
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS NEEDED.
PERMANENT SEEDING OF GRASS LINED CHANNELS
(GRASS-LINED CHANNELS, COASTAL PLAIN AND LOWER PIEDMONT, NCDENR STD. SEEDING TABLE 6.11j)
SEEDING DATES:
APRIL - JULY
SEEDING MIXTURE:
SPECIES: RATE:
COMMON BERMUDAGRASS 40-80 LB/AC (1-2 LB/1000SF)
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000 LB/AC GROUND AGRICULTURAL LIMESTONE AND 500 LB/AC
10-10-10 FERTILIZER.
MULCH:
USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND DITCHES. THE LINING SHOULD EXTEND
ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT
REQUIRING TEMPORARY LININGS, APPLY 4000 LB/AC GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE THE
FOLLOWING APRIL ACCORDING TO SOIL TESTS OR APPLY 50 LB/AC NITROGEN.
TEMPORARY SEEDBED PREPARATION
1. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM.
2. LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE pH
(ACIDITY) OF THE SOIL IS NOT KNOW, AN APPLICATION OF GROUND AGRICULTURAL
LIMESTONE AT THE RATE OF 1 - 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND 2-3
TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY
LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF THE
SOIL. SOILS WITH A pH OF 6 OR HIGHER NEED NOT BE LIMED.
3. FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT
POSSIBLE APPLY A 10-10-10 GRADE FERTILIZER AT 700 - 1000 LB/ACRE. BOTH
FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE
THAN 30 MINUTES BEFORE APPLICATION.
4. SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A
LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO
BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED
OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING,
HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES
STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEE OTHER
REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.
PERMANENT SEEDBED PREPARATION
1. INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE
GRADING ACCORDING TO THE APPROVED PLAN.
2. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE OF CHARGE BY THE
NC DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS, SAMPLE CARTONS, AND INFORMATION ARE AVAILABLE
THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE THE NCDA SOIL TESTING LAB REQUIRES 1-6
WEEKS FOR SAMPLE TURN-AROUND, SAMPLING MUST BE PLANNED WELL IN ADVANCE OF FINAL GRADING. TESTING IS ALSO
DONE BY COMMERCIAL LABORATORIES.
3. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE PERMANENT SEEDING SCHEDULE ON THIS SHEET.
APPLICATION RATES USUALLY FALL INTO THE FOLLOWING RANGES:
GROUND AGRICULTURAL LIMESTONE:
LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE
HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE
FERTILIZER:
GRASSES: 800 - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT)
GRASS-LEGUME MIXTURES: 800 - 1200 LB/ACRE OF 5-10-10 (OR EQUIVALENT)
4. APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER SUITABLE
MEANS. OPERATE MACHINERY ON THE CONTOUR.
5. ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET.
6. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES
LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED
SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SURFACE ROUGHENING
CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
-STAIR-STEP GRADE OR GROOVE CUT SLOPES WITH A GRADIENT STEEPER THAN 3:1.
-USE STAIR-STEP GRADING ON ANY ERODIBLE MATERIAL SOFT ENOUGH TO BE RIPPED WITH A BULLDOZER. SLOPES CONSISTING OF SOFT
ROCK WITH SOME SUBSOIL ARE PARTICULARLY SUITED TO STAIR-STEP GRADING.
-MAKE THE VERTICAL CUT DISTANCE LESS THAN THE HORIZONTAL DISTANCE, & SLIGHTLY SLOPE THE HORIZONTAL POSITION OF THE
"STEP" IN TOWARD THE VERTICAL WALL.
-DO NOT MAKE INDIVIDUAL VERTICAL CUTS MORE THAN 2 FEET IN SOFT MATERIALS OR MORE THAN 3 FEET IN ROCKY MATERIALS.
-GROOVING USES MACHINERY TO CREATE A SERIES OF RIDGES & DEPRESSIONS THAT RUN ACROSS THE SLOPE (ON THE CONTOUR).
-GROOVE USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS DISKS, TILLERS, SPRING
HARROWS, OR THE TEETH ON A FRONT END LOADER BUCKET. DO NOT MAKE SUCH GROOVES LESS THAN 3 INCHES DEEP NOR MORE THAN
15 INCHES APART.
FILL SLOPE AREAS NOT TO BE MOWED
-PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT TO EXCEED 9 INCHES, & MAKE SURE EACH LIFT IS PROPERLY
COMPACTED. ENSURE THAT THE FACE OF THE SLOPE CONSISTS OF LOOSE, UNCOMPACTED FILL 4-6 INCHES DEEP. USE GROOVING AS
DESCRIBED ABOVE, TO ROUGHEN THE FACE OF THE SLOPES, IF NECESSARY.
-DO NOT BLADE OR SCRAPE THE FINAL SLOPE FACE.
CUTS FILLS & GRADED AREAS THAT WILL BE MOWED
-MAKE MOWED SLOPES NO STEEPER THAN 3:1
-ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING, DISKING, HARROWING, OR USE OF CULTIPACK-SEEDER. MAKE THE
FINAL PASS OF ANY SUCH TILLAGE IMPLEMENT ON THE CONTOUR.
-MAKE GROOVES, FORMED BY SUCH IMPLEMENTS, CLOSE TOGETHER (LESS THAN 10 INCHES) & NOT LESS THAN 1 INCH DEEP.
-EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED.
ROUGHENING WITH TRACKED MACHINERY
-LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID UNDUE COMPACTION OF THE SOIL SURFACE. TRACKING IS
GENERALLY NOT AS EFFECTIVE AS THE OTHER ROUGHENING METHODS DESCRIBED.
-OPERATE TRACKED MACHINERY UP & DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS IN THE SOIL. DO NOT BACK-BLADE DURING
THE FINAL GRADING OPERATION.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS & RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN
3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT
BEEN SEALED BY RAINFALL.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL HAVE THE EROSION CONTROL PERMIT FROM NCDEQ, DEMLR RALEIGH
REGIONAL OFFICE, CERTIFICATE OF COVERAGE (COC), AND APPROVED PLANS ON SITE.
CONTACT THE DELMR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING
ANY LAND-DISTURBING ACTIVITY AT (919) 791-4200 PRIOR TO WORK COMMENCING. A
PRE-CONSTRUCTION MEETING WITH THE OWNER, ENGINEER AND NCDEQ SHALL BE HELD
PRIOR TO THE START OF ANY WORK.
2.FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS. THE CONTRACTOR SHALL NOT
PERFORM ANY CLEARING BEYOND THE LIMITS SHOWN ON THE PLANS. ALL WORK SHALL BE
PERFORMED WITHIN NCDOT RIGHT OF WAY OR ESTABLISHED UTILITY EASEMENTS.
3. THE CONTRACTOR SHALL NOT DISTURB ANY AREA FOR LAYDOWN/STAGING THAT IS NOT
WITHIN THE DISTURBED LIMITS. NOTIFY THE ENGINEER AND NCDEQ IF ADDITIONAL AREAS ARE
NEEDED OUTSIDE OF THE DISTURBED LIMITS (INCLUDING DISTURBANCE FOR ADDITIONAL
EROSION CONTROL MEASURES). THE CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING
MEASURES AS NECESSARY TO PREVENT TRACKING DIRT AND MUD ONTO PUBLIC ROADWAYS,
AND ADDITIONAL EROSION CONTROL MEASURES TO PREVENT SEDIMENT FROM RUNNING OFF
THE SITE ONTO ROADWAYS OR ADJACENT PROPERTIES.
4.INSTALL SILT FENCE AND OTHER ADDITIONAL EROSION CONTROL MEASURES (I.E.
CONSTRUCTION ENTRANCE) AS SHOWN ON THE PLANS, CLEARING ONLY WHAT IS NECESSARY
FOR INSTALLATION. DO NOT INSTALL SILT FENCE ACROSS CHANNELS OR AREAS OF
CONCENTRATED FLOWS. FOR STREAM CROSSINGS, SEE NOTES AND DETAILS ON SHEET C-507.
5. WHERE THE UTILITY LINE IS INSTALLED ALONG THE ROADWAY RIGHT OF WAY, MATERIALS
EXCAVATED SHALL BE PLACED ON ONE LANE OF THE PAVEMENT. ONE LANE OF TRAFFIC SHALL
ALWAYS BE MAINTAINED WITH TRAFFIC CONTROL DEVICES. EXCAVATED MATERIAL SHALL BE
PLACED ON THE HIGH SIDE OF THE SHOULDER/ROAD TO PROMOTE POSSIBLE SEDIMENT LADEN
RUNOFF BACK INTO TRENCH. PRIOR TO PLACEMENT OF SOIL MATERIAL ON PAVED SURFACES,
THE CONTRACTOR SHALL PLACE A ONE-INCH LAYER OF CLEAN SAND OR ROCK SCREENINGS
ON THE PAVEMENT. AFTER THE PLACEMENT OF THE UTILITY LINE, PLACE SOIL MATERIAL IN
TRENCH AND COMPACT PER THE PLANS AND SPECIFICATIONS.
6.NCDOT ROAD LANE CLOSING AND SHOULDER WORK TRAFFIC CONTROL DEVICES SHALL BE IN
PLACE AS REQUIRED BY NCDOT. CONTRACTOR SHALL BE FAMILIAR WITH THE NCDOT
MAINTENANCE/UTILITY TRAFFIC CONTROL GUIDELINES AND FOLLOW ALL NECESSARY
PROCEDURES.
7. WHERE THE UTILITY LINE IS CROSSING A STREAM AS SHOWN IN THE PLANS, REFERENCE THE
"TEMPORARY STREAM BYPASS DETAIL" AND ASSOCIATIVE DETAILS ON SHEET C-507, STREAM
BUFFER AND WETLAND RESTORATION NOTES AND DETAILS.
8. PRIOR TO UTILITY LINE INSTALLATION INSTALL WATTLES DOWNSTREAM OF THE TRENCH.
ADJACENT TO EXISTING SWALES, INSTALLATION OF ROCK CHECK DAMS MAY BE REQUIRED.
ADDITIONAL WATTLES MAY BE REQUIRED.
9.INSTALL PROTECTIVE DRAINAGE STRUCTURES AT ALL EXISTING STORM DRAIN INLETS WITHIN
THE VICINITY OF THE CONSTRUCTION.
10. IMMEDIATELY FOLLOWING UTILITY LINE INSTALLATION AND ROUGH GRADING WITHIN DITCHES,
INSTALL WATTLES OR CHECK DAMS. ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED.
11. MATERIAL THAT IS DISPOSED OF OFF-SITE SHALL BE DONE SO IN A PROPERLY PERMITTED
SITE WITH SUFFICIENT EROSION CONTROL MEASURES INSTALLED. CONTRACTOR SHALL
STABILIZE THE WORK AREA AT THE END OF EACH DAY
12. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES AND COMPETE THE FOLLOWING COMBINED
SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE:
HTTPS://FILES.NC.GOV/NCDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/
STORMWATER/NPDES%20GENERAL%20PERMITS/DEMLR-MONITORING-FORM-REV-
AUGUST-8-2019.PDF TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL ALWAYS BE
KEPT ON-SITE AND AVAILABLE FOR INSPECTION.
13. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE
PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITH 24 HOURS OF EVERY
RAIN EVENT OF GREATER THAN 1 INCH. ANY NEED REPAIRS SHALL BE MADE IMMEDIATELY TO
MAINTAIN MEASURES AS DESIGNED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES
SHALL BE MAINTAINED AS SPECIFIED IN THE DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE
INSTALLED AT THE PROJECT SITE FOR MONITORING.
14. RETURN FORCE MAIN LINE INSTALLATION AREAS TO PRECONSTRUCTION CONDITIONS.
SEED/GRASS OR MAT TO PROVIDE STABILIZATION AS THE WORK PROGRESSES. PLACE
TEMPORARY STONE SURFACE IN PAVED AREAS UNTIL FINAL ASPHALT PAVEMENT CAN BE
INSTALLED. INSTALL DITCH LINER AS SHOWN AND SEED ALL DISTURBED AREAS PER THE
SPECIFICATIONS. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF UTILITY LINE
INSTALLATION.
15. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE LENGTH OF THE
PROJECT UNTIL SITE IS PERMANENTLY STABILIZED.
16. UPON APPROVAL OF THE ENGINEER AND NCDEQ, EROSION CONTROL MEASURES MAY BE
REMOVED. SEED AND PERMANENTLY STABILIZE ALL AREAS WHERE MEASURES ARE REMOVED.
17. WHEN THE PROJECT IS COMPLETE, THE CONTRACTOR SHALL CONTACT THE ENGINEER, AT
WHICH TIME DEMLR WILL BE CONTACTED TO CLOSE OUT THE EROSION AND SEDIMENTATION
CONTROL PLAN.
TEMPORARY SEEDING SCHEDULE
(TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL
GRADE FOR A PERIOD OF 15 WORKING DAYS)
SEEDING DATES: DECEMBER 1 THRU APRIL 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.(1)
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: APRIL 15 - AUGUST 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
GERMAN MILLET 40
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.(1)
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: AUGUST 15 THRU DECEMBER 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
RYE (GRAIN) 120
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
1,000 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A
MULCH ANCHORING TOOL. (1)
(1) CHEMICAL MULCHES AND/OR SOIL BINDERS MAY BE USED ALONE OR, OR MAY BE
USED TO TACK WOOD FIBER HYDROMULCHES. SYNTHETIC/CHEMICAL MULCHES SHALL
NOT BE USED IN NON-TRAFFICKING AREAS. NO SYNTHETIC/CHEMICAL MULCHES SHALL
BE USED THAT COULD BE HAZARDOUS TO FISH, WILDLIFE, OR WATER RESOURCES. TACK
RATES SHALL FOLLOW MANUFACTURES SPECIFICATIONS FOR APPLICATION.
MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS
WITH 50 LBS/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/AC KOBE IN LATE FEBRUARY OR EARLY
MARCH
PERMANENT SEEDING SCHEDULE
IN ROADWAY AREAS:
MARCH 1 - AUGUST 31:
SEED MIX: RATE:
TALL FESCUE 50 LB/AC
CENTIPEDE 10 LB/AC
BERMUDAGRASS (HULLED) 25 LB/AC
SOIL AMENDMENTS: RATE:
FERTILIZER (10-20-20)500 LB/AC
LIMESTONE 4000 LB/AC
SEPTEMBER 1 - FEBRUARY 28:
SEED MIX: RATE:
TALL FESCUE 50 LB/AC
CENTIPEDE 10 LB/AC
BERMUDA GRASS (UNHULLED) 35 LB/AC
SOIL AMENDMENTS: RATE:
FERTILIZER (10-20-20)500 LB/AC
LIMESTONE 4000 LB/AC
MULCH:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT,
ROVING, NETTING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
CHEMICAL MULCHES AND/OR SOIL BINDERS MAY BE USED ALONE OR, OR MAY BE USED TO TACK WOOD FIBER HYDROMULCHES.
SYNTHETIC/CHEMICAL MULCHES SHALL NOT BE USED IN NON-TRAFFICKING AREAS. NO SYNTHETIC/CHEMICAL MULCHES SHALL BE USED
THAT COULD BE HAZARDOUS TO FISH, WILDLIFE, OR WATER RESOURCES. TACK RATES SHALL FOLLOW MANUFACTURES
SPECIFICATIONS FOR APPLICATION.
MAINTENANCE:
REFERTILIZE THE FOLLOWING APRIL WITH 50 LB/ACRE NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED AS OFTEN AS
NEEDED.
NOTE: SEE NCDOT'S LATEST STANDARDS FOR STABILIZATION FOR MORE INFORMATION.
IN WASTE/BORROW AREAS:
MARCH 1 - AUGUST 31:
SEED MIX: RATE:
TALL FESCUE 25 LB/AC
BERMUDAGRASS (HULLED) 75 LB/AC
SOIL AMENDMENTS: RATE:
FERTILIZER (10-20-20)500 LB/AC
LIMESTONE 4000 LB/AC
SEPTEMBER 1 - FEBRUARY 28:
SEED MIX: RATE:
TALL FESCUE 75 LB/AC
BERMUDAGRASS (UNHULLED) 35 LB/AC
SOIL AMENDMENTS: RATE:
FERTILIZER (10-20-20)500 LB/AC
LIMESTONE 4000 LB/AC
1
1 02/02/2021 BJR REVISIONS PER NCDEQ-DEMLR COMMENTS2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
0
500
500 250 500 1000
RCALL811BEFOREYOU
D
GI
S
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FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTSEDIMENT WATTLE
NOT TO SCALE
MAINTENANCE
CONSTRUCTION SPECIFICATIONSCULVERT PROTECTION - WATTLE
NOT TO SCALE
SILT FENCE NOT TO SCALE
NOT TO SCALE
TEMPORARY ROCK CHECK DAM
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-505 SEC DETAILS 2 OF 3.DWG PLOT DATE 2/2/2021 10:00 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-505
SEDIMENTATION AND EROSION
CONTROL DETAILS
2 OF 3
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
EC
1
EC
4
EC
5
EC
3
SILT FENCE - OUTLETEC
2 NOT TO SCALE
2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
0
500
500 250 500 1000
RCALL811BEFOREYOU
D
GI
S
A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTTEMPORARY INLET PROTECTION - WATTLE
NOT TO SCALE
12" Ø FILTER TUBE
36" WOODEN STAKE
DRIVEN THROUGH
FILTER TUBE - SET
18" IN GROUND
ATTACH FILTER TUBE TO WOODEN
STAKES W/ WIRE TIES
NOTE:
REMOVE SEDIMENT FROM BEHIND FILTER TUBE WHEN DEPTH HAS
REACHED APPROXIMATELY 6"
WATTLE- INLET PROTECTION
UNPAVED CONDITION
NOT TO SCALE
EXISTING INLET
WATTLE- INLET PROTECTION
PAVED CONDITION
NOT TO SCALE
” ”
SWALE MATTING INSTALLATION
NOT TO SCALE
NOTES :
DESIGN CRITERIA
DIMENSION OF GRAVEL PAD
CONSTRUCTION SPECIFICATIONS
MAINTENANCE
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
HORSESHOE INLET PROTECTION
NOT TO SCALE
EXAMPLE BORE PIT EROSION CONTROL PLAN
NOT TO SCALE
EC
6
EC
10
EC
7
EC
8
EC
9
6" #57 STONE
ATTACHMENT POINT
FOR PUMP DISCHARGE
PUMP DISCHARGE
HOSE
ATTACHMENT POINT
FOR PUMP DISCHARGE
PUMP DISCHARGE
HOSE
GEOTEXTILE FILTER BAG SIZED
FOR PUMP DISCHARGE
(MIN. 10'X15')
6" #57 STONE
UNDISTURBED EARTH
SEWN-IN PIPE
DISCHARGE SLEEVE
SEWN-IN PIPE
DISCHARGE SLEEVE
INSTALL ON LESS
THAN 5% SLOPE
DEWATERING SILT BAGEC
11 NOT TO SCALE
¾P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-506 SEC DETAILS 3 OF 3.DWG PLOT DATE 2/2/2021 10:00 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-506
SEDIMENTATION AND EROSION
CONTROL DETAILS
3 OF 3
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
TEMP. DITCH LINER SCHEDULE
DITCH SECTION LINING TYPE
TYP. DITCH SEC. #1
(2-LANE NCDOT ROAD)JUTE NET
TYP. DITCH SEC. #2
(4-LANE NCDOT ROAD
W/ MEDIAN)
JUTE NET
2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NOT TO SCALE
RCALL811BEFOREYOU
D
GI
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A
FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTP:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-507 STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS.DWG PLOT DATE 2/2/2021 10:00 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-507
STREAM BUFFER AND
WETLAND RESTORATION
NOTES AND DETAILS 1 OF 2
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A
BUFFER SEEDING NOTES
BUFFER PLANTING NOTES
LIVE STAKE & COIR MAT INSTALLATION
NOT TO SCALE
WETLAND RESTORATION NOTES
MAINTENANCE REQUIREMENTS:
1. INSPECT STRUCTURE WEEKLY AND AFTER SIGNIFICANT (
12 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY DAMAGE HAS TAKEN
PLACE. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
TEMPORARY STREAM BYPASS DETAIL
NOT TO SCALE
STREAM RESTORATION DETAIL
NOT TO SCALE
NCDEQ GENERNAL CONSTRUCTION NOTES
ADJACENT WETLANDS AND STREAMS
2-2-21
FINAL DRAWING
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NOT TO SCALE
RCALL811BEFOREYOU
D
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FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTNOT TO SCALE
TREE PLANTING
(FOR SINGLE AND MULTI-STEM TREES)
BACKFILL AS SPECIFIED
ROOT BALL DIA.
HOSE LINED GUY WIRE
VARIES
12"
UNDISTURBED SOIL
FINISH GRADE
NOTES:
1. REMOVE WIRE AND NYLON TWINE
FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT
IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES.
REMOVE EXCESS SOIL FROM SITE AND
DISPOSE OF IN A LEGAL MANNER.
4. HOSE LINED GUY WIRES SHALL NOT BE
TIGHT AROUND TREE, BUT JUST
SECURED TO SUFFICIENTLY STABILIZE
TREE FROM LARGER MOVEMENTS.
3 - 1"x2" HARDWOOD STAKES
EQUALLY SPACED AROUND TREE
RAISE PIT BOTTOM TO SET ROOT
CROWN AT THE CORRECT HEIGHT.
FIRM SOIL UNDER ROOT BALL.
4" HIGH / 6" WIDE MAXIMUM BERM
OUTSIDE OF ROOTBALL
ROOT CROWN TO BE AT
FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
3"-4" SHREDDED HARDWOOD
MULCH THROUGHOUT
PLANTING BED. DO NOT
COVER ROOT FLARES.
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP AND
ANY NAILS/PINS, ETC.
REMOVE TOP 1/3 OF WIRE
BASKET WHERE PRESENT
P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-507 STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS.DWG PLOT DATE 2/2/2021 10:00 AM SPENCER MEEKINSNO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-508
STREAM BUFFER AND
WETLAND RESTORATION
NOTES AND DETAILS 2 OF 2
19.01806FEBRUARY 2, 2021
SWM
DCS BJR
BJR
PINE LEVEL
SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY
JOHNSTON COUNTY, NORTH CAROLINA N/A2-2-21