HomeMy WebLinkAbout2022.11.14 Wellers Knoll Subd-2CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
COVER SHEET
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C0.02022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONCIVIL ENGINEERCAROLINA LAND DEVELOPMENT GROUP, INC.SPENCER B. TERRY III, P.E.1304 N. RESPESS ST.WASHINGTON, NC 27889(919) 608-9390SPENCER@CLDGCORP.COMDEVELOPER/OWNERWELLER DEVELOPERS LLCBRAXTON MONTAGUE10305 PENNY ROAD,RALEIGH, NC 27603(919) 669-6893HLMONTAGUESEC@GMAIL.COMSITEVICINITY MAP1" = 1000'CONSTRUCTION DRAWINGSMCDOUGALD ROADHARNETT COUNTY, NORTH CAROLINADATE: October 31, 2022PROJECT #: 2021005WELLERS KNOLL SUBDIVISIONSR 1251ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDOT AND NCDEQSTANDARDS, SPECIFICATIONS, AND DETAILS.OWNER:PIN NO:DEED BOOK / PAGE:ZONING:LAND USE CLASS:EXISTING LAND USE:PROPOSED LAND USE:DENSITY (DU/A):RIVER BASIN:WATERSHED:STORMWATER MANAGEMENT:SITE ACREAGE:OPEN SPACE REQUIRED:OPEN SPACE PROVIDED:IMPROVED OPEN SPACE REQUIRED (10%)IMPROVED OPEN SPACE PROVIDEDWATER SURFACE AREA (STREAM):IMPERVIOUS AREA TOTAL (LD):IMPERVIOUS AREA IN R/W:IMPERVIOUS AREA PER LOT (MAX.):MIN. LOT AREA:MIN. LOT WIDTH:BUIDING LOT SETBACKS (MIN.):REQUIRED BUFFERYARD:WELLER DEVELOPERS, LLC.10305 PENNY ROADRALEIGH, NC 27606PIN NO: 0640-00-7751DEED BOOK / PAGE: 3974 / 232RA-30MED. DENSITY RESIDENTIAL (MDR)VACANT / FARMLAND / WOODLAND90 LOT RESIDENTIAL SUBDIVISION1.15 DWELLING UNITS PER ACRECAPE FEARN/ALOW DENSITY DEVELOPMENT (LD)78.06 ACRESN/A2.50 ACRES10,870 SQ. FT.11,000 SQ. FT.N/A18.50 AC. (23.70%<24% FOR LD)3.40 AC.7,250 SQ. FT. (14.98 AC. TOTAL)25,000 SQ. FT.100 FT.FRONT YARD: 35 FTREAR YARD: 25 FTSIDE YARD: 10 FTCORNER SIDE YARD: 20 FTPERIMETER BUFFER: N/ASTREETSCAPE BUFFER: 30 FTPRIME VIEW SETBACK: N/ASITE INFORMATION:LINEAR FOOTAGE OF CHARRED OAK COURT:LINEAR FOOTAGE OF OLD FASHIONED WAY :LINEAR FOOTAGE OF SINGLE BARREL COURT:LINEAR FOOTAGE OF BLANTON COURT:LINEAR FOOTAGE OF VAN WINKLE STREET:LINEAR FOOTAGE OF OLD BARTON WAYLINEAR FOOTAGE OF WILD TURKEY WAY:LINEAR FOOTAGE OF PUBLIC 8" WATER LINE:LINEAR FOOTAGE OF PUBLIC 6" WATER LINE:LINEAR FOOTAGE OF PUBLIC 2" WATER LINE:LINEAR FOOTAGE OF PUBLIC 24" STORM DRAINAGE:LINEAR FOOTAGE OF PUBLIC 18" STORM DRAINAGE:LINEAR FOOTABE OF PUBLIC 15" STORM DRAINAGE:NUMBER OF WATER SERVICES: 397 LF2450 LF 300 LF 234 LF1479 LF 365 LF1194 LF4337 LF1175 LF1320 LF 166 LF 153 LF 46 LF 89GENERAL NOTES:1.THIS PROPERTY IS NOT LOCATED WITHIN WATERSHED DISTRICT..2.THIS PROPERTY IS NOT LOCATED WITHIN A CONSERVATION ZONING DISTRICT.3.THIS PROPERTY IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURE DISTRICT.4.THE PLAT FOR THIS DEVELOPMENT WAS REVIEWED UNDER UDO 'ARTICLE 14.3.5 COMPATIBILITY OF DESIGN CONCEPT TABLE.'5.THE LAND USE CLASSIFICATION OF THIS PROPERTY IS MEDIUM DENSITY RESIDENTIAL AND INCLUDES ENVIRONMENTALLYSENSITIVE AREAS (ESA).6.THE DEVELOPMENT OF THIS PROPERTY DOES NOT ADVERSELY AFFECT THE ONSITE INTERMITTENT STREAM DURING THE100-YEAR STORM EVENT. NO IMPACT IS CREATED TO PROPOSED STRUCTURES DURING THE 100-YEAR STORM EVENT. NOSTRUCTURES WILL BE PLACED WITHIN THE 100-YEAR FLOODPLAIN.7.ALL STREETS WITHIN THE SUBDIVISION SHALL BE DEDICATED AS PUBLIC STREETS WITH A 50' RIGHT-OF-WAY.8.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL"(811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.9.LANDSCAPED BUFFERS, OPEN SPACE, ACCESS EASEMENTS, SIGN EASEMENTS AND COMMON FACILITIES WILL BE RETAINED,OPERATED, AND MAINTAINED BY THE DEVELOPER AND/OR THE HOMEOWNER'S ASSOCIATION COVENANTS AND BY LAWS INACCORDANCE TO RELEVANT STATE LAW.10.APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE.THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATERDEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND OR FINAL PLAT APPROVAL.PUBLIC IMPROVEMENT QUANTITIES:SURVEYORSTANCIL & ASSOCIATES, P.A.LESTER STANCIL98 DEPOT STREET, P.O. BOX 730ANGIER, NC 27501(919) 639-2133STANCILSURVEY@GMAIL.COMTO OLD USHWY 421McDOUGALD RDERNEST BROWN RDTO LILLINGTONEXISTING SURVEYDRAWINGC0.0C0.1C1.1COVER SHEETTITLEC6.2SUBDIVISION PLANSTORM DRAINAGE DETAILSC6.0SITE DETAILSEROSION CONTROL DETAILSC1.0OVERALL SUBDIVISION PLANC6.1C6.3EROSION CONTROL DETAILSDRAWING INDEX:OVERALL UTILITY PLANC4.0OLD FASHION WAY PLAN & PROFILE C4.1OLD FASHION WAY PLAN & PROFILEC4.2OLD FASHION WAY / CHARRED OAK COURT PLAN & PROFILEC4.3C6.4WATER UTILITY DETAILSPEACH FARM RDSR 1229C1.2SUBDIVISION PLANC1.3SUBDIVISION PLANSR 1250CP STEWART RDTIM
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HOLDER RDC1.4SUBDIVISION PLANC2.1GRADING PLANC2.0C2.2GRADING PLANC2.3GRADING PLANC2.4GRADING PLANOVERALL GRADING PLANC3.1EROSION CONTROL PLAN - PHASE 1C3.0C3.2EROSION CONTROL PLAN - PHASE 1C3.3EROSION CONTROL PLAN - PHASE 1C3.4EROSION CONTROL PLAN - PHASE 1OVERALL EROSION CONTROL PLAN - PHASE 1C3.6EROSION CONTROL PLAN - PHASE 2C3.5C3.7EROSION CONTROL PLAN - PHASE 2C3.8EROSION CONTROL PLAN - PHASE 2C3.9EROSION CONTROL PLAN - PHASE 2OVERALL EROSION CONTROL PLAN - PHASE 2SINGLE BARREL COURT / BLANTON STREET PLAN & PROFILEVAN WINKLE STREETC4.5VAN WINKLE STREET / OLD BARTON WAY PLAN & PROFILEC4.6WILD TURKEY WAY PLAN & PROFILEC4.7WILD TURKEY WAY / 12 " WATERLINE PLAN & PROFILEC4.7C4.4WATER UTILITY NOTES:A.THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT REGIONAL WATER (HRW)PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:1.MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 5¼" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);2.AMERICAN DARLING - MARK B-84-B MODEL WITH A 5¼" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);3.WATEROUS - PACER B-67-250 MODEL WITH A 5¼" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUALFOR STANDARDIZATION.*ALL FIRE HYDRANTS LISTED ABOVE MUST HAVE "AMERICAN NATIONAL FIRE HOSE CONNECTION SCREW THREADS" NST/NH HOSE THREADS.B.FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE NEAR ANY FIRE HYDRANT, WHICH IMPEDES ITS OPERATION, SHALL BECOME THERESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE HRW UTILITY CONSTRUCTION INSPECTOR AND THEHARNETT COUNTY FIRE MARSHAL.C.THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDEQ "AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORETHE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE NCDEQ "AUTHORIZATION TO CONSTRUCT" PERMITISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BEMAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.D.THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT REGIONAL WATER (HRW) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR TOCONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH MR. CHAD EVERETTE, HRW UTILITYCONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HRW FORREGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMALWORKING HOURS OF HRW WHICH IS 8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HRW.E.THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW AND THE UTILITY CONTRACTOR WITH A SET OF NCDEQ APPROVED PLANS MARKED"RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUTALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTIONOF THE WATER LINE(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THESTREET GRADING AND UTILITY CONSTRUCTION.F.THE UTILITY CONTRACTOR SHALL PROVIDE THE HRW UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECTMATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER SERVICES IN HARNETT COUNTY. THE MATERIALS TO BEUSED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HRW AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION.ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELYWHEN NOTIFIED BY THE HRW UTILITY CONSTRUCTION INSPECTOR.G.THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT INACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER (HRW). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATETHE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES ANDTHEIR CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OFENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDEQ, DEH, PWS) AND ACCEPTED BY HRW.H.PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO ENSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSHWITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8" BELOW THE METER BOX LID. METER SETTERS SHALL BECENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR STONE.I.THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGSIDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES ANDAPPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATEDAPPURTENANCES FOR ALL WATER LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THENCDEQ APPROVED PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTEDIN THE RED LINE FIELD DRAWINGS.J.POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON-POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDEA MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEWWATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24") INCHES OFVERTICAL SEPARATION AND WITH DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON-POTABLE WATER LINE SUCH AS SANITARY SEWER OR STORMSEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE POTABLEWATER MAIN AND THE NON-POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE MAINTAINED.THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THENON-POTABLE WATER LINE.K.POTABLE WATER MAINS INSTALLED PARALLEL TO NON-POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE AMINIMUM HORIZONTAL DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALS AND SERVICES. THEHORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5') FEET. THEPOTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALLEXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE RE-ESTABLISHED.L.METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BEINSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5')FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.M.HRW REQUIRES THAT METER BOXES FOR ¾" SERVICES SHALL BE 12" WIDE X 17" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS/COVERS.METER BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS INTHE CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS ANDCAST IRON FLIP COVERS IN THE CENTER OF THE LIDS.N.MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEASTEIGHTEEN (18") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM OF THE METER SETTER. THE MASTER METER MUSTBE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE WITH THE HRW ESTABLISHEDSTANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE VAULT PIPING. THE UTILITYCONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO HRW PRIOR TO ORDERING THE CONCRETE VAULTS.O.THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUITTO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT ¾" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2") INCHSCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - THREE (3") INCH SCHEDULE 40 PVC CONDUIT,BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HRW. IF SIDEWALKS ARE PROPOSED, THECONDUIT MUST EXTEND PAST THE SIDEWALK.P.THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI ANDHYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE HRW UTILITY CONSTRUCTION INSPECTOR.THE UTILITY CONTRACTOR MUST NOTIFY HRW WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT REGIONAL WATER TOWITNESS ALL PRESSURE TESTING.Q.THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPINGSLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HRW UTILITYCONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPSMADE IN HARNETT COUNTY. ALL NEW WATER LINE EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE DIAMETER OF THENEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT REGIONAL WATER'S EXISTING WATER MAINS AND THE NEWWATER LINE EXTENSIONS UNDER CONSTRUCTION.R.ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BEPROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TOSUNLIGHT PRIOR TO INSTALLATION.S.ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER. ALLWATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HRW UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HRWLABORATORY.T.ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON. HRW REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS"MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT REGIONAL WATER FOR PIPE SIZES SMALLER THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FORWATER MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FORWATER MAINS IN HARNETT COUNTY.U.HRW REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED,SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADEUNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFOREBACKFILLING.V.THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELDDRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS MUST BE PRE-APPROVED BYHRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.W.THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINEEXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICALCLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTINGUNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATIONAND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNERREQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.X.PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TOHAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THEUTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR (800) 632-4949 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNINGOF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEENPHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC,NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE RELATED UTILITYCOMPANY.Y.THE UTILITY CONTRACTOR SHALL PROVIDE HRW WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK-AWAY FLANGE KIT FOR EVERY SUBDIVISIONWITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO HRW BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THEHRW UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A 4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THERIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATIONVALVES. THE CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE VALVE BOX. THIS DISTANCE(IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF INSTALLING THE CONCRETEVALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND STRUCTURESTO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDETHESE MEASUREMENTS IN THE AS-BUILT RECORD DRAWINGS SUBMITTED TO HRW.Z.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEARWARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT REGIONAL WATER. HARNETT REGIONAL WATER WILLPROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSEWITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGESRESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THEWATER LINES HAVE BEEN APPROVED BY NCDEQ AND ACCEPTED BY HRW. THE FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULEDWITH HRW UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS-OF-WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATESTAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE.AA THE ENGINEER OF RECORD IS RESPONSIBLE TO ENSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERINGPRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BYHRW. A COPY OF EACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HRW AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING ISPERFORMED BY THE CONTRACTOR. WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HRW SPECIFICATIONS AND THOSE OF ALLAPPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST,BACTERIOLOGICAL TEST, ETC. A HRW INSPECTOR MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HRW. ALL TESTS MUSTBE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HRW INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TOSCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER'S ENGINEER OF RECORD AND THE HRW UTILITY CONSTRUCTIONINSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPONCOMPLETION OF THE PUNCH LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONSPERFORMED BY THE HRW EXCEEDS TWO, ADDITIONAL FEES MAY BE ASSESSED TO THE DEVELOPER.
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PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EXISTING SURVEY
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C0.12022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONNAD830SCALE 1"=200'400'200'CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
OHPOHPOHP6'' W6'' W6'' W6''
W6''
W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' WOHPCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
OVERALL SUBDIVISION PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C1.02022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION30' STREETSCAPEBUFFERSITE PLAN NOTES:1.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.2.WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 2' AND 8' IN HEIGHTABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONSINCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.3.THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL REQUIREDIMPROVEMENTS UNTIL SUCH TIME AS A UNIT OF GOVERNMENT, PUBLIC UTILITY, OR OTHER LEGALENTITY ASSUMES RESPONSIBILITY.4.IT IS THE DEVELOPERS RESPONSIBILITY TO COMPLETE THE INSTALLATION OF THE MAIL KIOSK,STREET TREES, AND ANY AND ALL OTHER REQUIRED IMPROVEMENTS. IF THE INSTALLATION OFTHESE IMPROVEMENTS AND LISTED AMENITIES IS NOT COMPLETE BY THE TIME THAT THE COUNTYHAS ISSUED BUILDING PERMITS FOR 75% OF THE LOTS SHOWN ON THE RECORDED PLAT WITHINTHE SUBDIVISION, THE COUNTY SHALL NOT ISSUE AN MORE BUILDING PERMITS UNTIL THEIMPROVEMENTS HAVE BEEN COMPLETED.5.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING DISCREPANCIESPRIOR TO COMMENCING ANY RELATED CONSTRUCTION.6.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY"NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.7.SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTORMAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.8.PAVEMENT DESIGN WILL BE APPROVED BY THE NCDOT PRIOR TO PLACEMENT.9.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEETAT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINT FOR FINAL SURFACE LAYER.NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET ISTO BE REPAVED/RESURFACED.10.PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD APRE-CONSTRUCTION CONFERENCE.11.ALL STREET SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD INCLUDING MIXEDCASE LETTERING, PROPER LETTER HEIGHTS, AND RETRO REFLECTIVITY.EASEMENT & MAINTENANCE NOTES:1.UTILITY EASEMENTS SHALL BE DEDICATED EXCLUSIVELY TO HARNETT COUNTY SPECIFICALLY FORTHE CONSTRUCTION, OPERATION, AND MAINTENANCE OF WATER AND SEWER IMPROVEMENTS.2.NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT.3.THE MAINTENANCE OF DRAINAGE EASEMENTS IS THE RESPONSIBILITY OF THE DEVELOPER AN/ORHOME OWNER'S ASSOCIATION.4.LANDSCAPED BUFFERS, OPEN SPACE, ACCESS EASEMENTS, SIGN EASEMENTS AND COMMONFACILITIES WILL BE RETAINED, OPERATED, AND MAINTAINED BY THE DEVELOPER AND/OR THEHOMEOWNER'S ASSOCIATION COVENANTS AND BY LAWS IN ACCORDANCE TO RELEVANT STATELAW.5.THE DEVELOPER SHALL BE COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND INITIALMAINTENANCE OF ALL REQUIRED BUFFERS (INCLUDING STREETSCAPE, PERIMETER, PRIME VISTA,BERMS, ETC.) UNTIL OWNERSHIP CHANGES TO THE HOMEOWNERS' ASSOCIATION. THE DEVELOPERIS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANTINGS IN GOOD CONDITION AT ALL TIMES.10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)1234567891011121314151617181920213334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879TPPPPPPPPPTPTPPPPPPPPPTransformerBankEPKBentEISEISEISEISEx. AxleBent EISEISEISEISEISEISEIPEISEISEx. AxleCPCPCPCPCPCPCPCPCPCPEISEx. AxleEIS 0.25' Eastof property lineEIS 0.19' Northof property lineEIS 0.25' Eastof property lineEISL-1L-2L-3L-4L-5L-6L-7L-8L-9L-10RWD Properties LTDMary D. HowardDeed Book 2084, Page 504Deed Book 2487, Page 546Anna B. FerraraDeed Book 3716, Page 48Map Number 2013-59Astri O. ByrdDeed Book 3938, Page 389Map Number 2016-293Randall Scott ByrdDeborah Jean BuchananDeed Book 3333, Page 87Map Number 2015-233Deed Book 337, Page 308Deed Book 295, Page 508Deed Book 295, Page 32Darlene H. CampbellDeed Book 1996, Page 513Map Number 2010-860Sean J. CampbellElaine Slan Letrent et alDeed Book 709, Page 112Estate File 18-E-547Eldon Flimmon Sloan, Jr.Plat Cabinet 1, Slide 130L-11L-12L-132050' ± to C/LintersectionSR 1229 & SR 125131.62'536.86'600.09'599.77'58.49'215.16'S 56°29'13"E
41.27'808.13'137.48
'210.11'164.27'561.22
'S 72°14
'25"W338.52
'217.25'71.34'1001.90'434.86'343.11'30.16'N 20°51'07"W 2098.61' (Total)N 18°09'19"W716.35'S 72°15'15"W
1881
.21
'
(To
ta
l
)S 21°38'05"E738.76'S 20°37'27"E 2041.98' (Total)EIS 0.23' Northof property lineHARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)222324252627282930313280818283848586878889NAD830
300'SCALE 1"=150'150'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MCDOUGALD ROAD(S.R. 1229 - 60' PUBLIC R
IGHT
-OF
-WAY
)CHARRED OAK COURT(50' PUBLIC RIGHT-OF-WAY)SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)BLANTON COURT(50'
PUBLIC
R
IGHT-OF-WAY)
WIL
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(50' P
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)VAN W
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(50
'
PUBL
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IGHT
-OF
-WAY
)OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)OLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)R/WCL50' RIGHT OF WAY0.02RESIDENTIAL COLLECTOR ROAD(50' PUBLIC R/W - 20' EOP-EOP)TYPICAL SECTIONN.T.S.COMPACTED SUBGRADE - 98% STDPROCTOR OR AS RECOMMENDEDBY THE GEOTECHNICAL ENGINEER.0.084:13:1MAX SLOPE3:1MAX SLOPEPAVEMENT DESIGN*2.5" S9.5 B8" ABCMINIMUM(TYPE B)15' UTILITYEASEMENTR/W15' UTILITYEASEMENT6''6'SHOULDER6'DITCH10'PAVEMENT10'PAVEMENT8'SHOULDER0.020.081:1CL0.02SYMMETRICAL CUL-DE-SAC(NO CURB AND GUTTER)TYPICAL SECTIONN.T.S.0.083:13:1MAX SLOPEPAVEMENT DESIGN*2.5" S9.5 B8" ABCMINIMUM(TYPE B)6'SHOULDER5'DITCH35'PAVEMENTSUBJECT TO STANDARDS OUTLINEDON PAGE 22-23 OF THE N.C.SUBDIVISIONS ROADS MINIMUMCONSTRUCTION STANDARDS4'DITCHSUBJECT TO STANDARDS OUTLINEDON PAGE 22-23 OF THE N.C.SUBDIVISIONS ROADS MINIMUMCONSTRUCTION STANDARDS25' REAR YARDSETBACK10' SIDE YARDSETBACK10' SIDE YARDSETBACK35' FRONT YARDSETBACKTYPICAL LOT SETBACK DETAIL1" = 40'50'20'BUILDINGENVELOPE15' UTILITYEASEMENT, (TYP.)(ONLY LOTS WITHSIDEWALK)SITE LEGENDPROPERTY LINEEASEMENT LINECENTERLINEPROPOSED LOT LINEPOWER POLELIGHT POLE/SITE LIGHTINGSIGNAGECourseBearingDistanceL-1N 62°22'36" E215.07'L-2N 62°11'33" E499.98'L-3100.05'L-499.99'L-599.99'L-6100.01'L-799.90'L-8449.84'L-999.98'L-10113.57'L-1131.38'L-1230.53'L-1343.20'N 63°20'56" EN 69°10'07" EN 75°03'50" EN 79°48'17" EN 82°43'43" EN 84°00'45" EN 85°02'19" EN 87°50'32" EN 20°37'27" WN 20°51'07" WN 20°51'07" WREMAINING TRACTFMR INVESTMENTS, LLCDB: 3971; PG:30438.21 ACRES 20' PROPOSEDSTORM DRAINAGEEASEMENT15' UTILITYEASEMENT, (TYP.)EXISTING FIELD LOCATEDWETLAND (0.70 AC.)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)EXISTING FIELD LOCATEDWETLAND (0.02 AC.) 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENTof property lineEIS 0.40' WestEXISTING FIELD LOCATEDWETLAND (0.14 AC.)EXISTING FIELDLOCATED WETLANDEXISTING FIELD LOCATEDWETLAND (0.46 AC.) 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT8577
OHPOHPOHPOHPOHPOHPOHPOHP6'' W6'' W6''
W6''
W6''
W6''
W6''
W6''
W6''
WOHPOHPOHPN62°20'51"E117.84'N62°26
'35
"E117.00
'N62°21
'18
"E48.55
'S62°20
'40
"W295.62
'30.00'L2
N62°20
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'N62°
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'N62°11
'09
"E114.51
'N63°11
'29
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'
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'33
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109.21'S62°11
'33
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108.79'C3N60°19
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)S62°05
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45.59'L55L56
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"E60.50
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'60.78'S27°48'27"E249.75'S27°48'27"E247.35'N36°11'14"W229.92'N48°34'42"W259.74'S54°23'41"E251.55'N40°06'44"W275.06'C44C
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49.94'207.30' (TOTAL)N76°03'18"WN27°48'27"W80.64'C2C7
L26 L23LINE TABLELINEL2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L20L21L22L23L24L25L26L27L28L29L30L31L32LENGTH14.8623.8514.1825.0531.7419.5515.3624.6027.1743.0477.7828.7139.9638.8037.2618.8926.6135.8441.7448.5331.2957.6325.5787.5360.7055.2222.463.6435.00BEARINGN62°21'18"EN4°06'47"WS41°32'27"WS27°59'52"EN4°06'47"WN4°06'47"WN50°37'32"EN50°37'32"EN3°26'48"EN51°49'17"EN57°09'45"ES56°31'37"EN40°01'44"EN44°43'10"ES61°54'33"EN88°48'08"EN88°48'08"EN25°40'48"EN76°14'57"ES76°24'20"EN52°00'53"WN33°58'30"WN15°39'25"EN0°44'27"EN21°41'34"EN32°23'55"EN4°49'21"EN79°57'47"WS54°58'20"WCURVE TABLECURVEC2C3C4C5C6C7RADIUS25.0050.0050.0050.0050.0025.00LENGTH21.0372.2571.2748.0649.6121.03TANGENT11.1844.0743.2126.0727.0611.18DELTA48°11'30"82°47'24"81°40'07"55°04'20"56°51'01"48°11'23"CHORD BEARINGS51°54'12"EN34°36'15"WN47°37'31"ES64°00'16"ES8°02'35"EN3°42'46"WCHORD20.4166.1265.3946.2347.6020.41CHARRED OAK COURT(50' PUBLIC RIGHT-OF-WAY)SITE LEGENDPROPERTY LINEEASEMENT LINECENTERLINEPROPOSED LOT LINEPOWER POLELIGHT POLE/SITE LIGHTINGSIGNAGE25' REAR YARDSETBACK, (TYP.)50'20'10x70 SIGHT DISTANCETRIANGLE, (TYP.)EXISTING FIELD LOCATEDWETLAND (0.70 AC.) 20' PROPOSEDSTORM DRAINAGEEASEMENT'STOP' SIGN,(TYP.)1CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
SUBDIVISION PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C1.12022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONNAD83 12345678910PP28,990.06 SQ. FT.0.67 AC.30,170.13 SQ. FT.0.69 AC.31,226.13 SQ. FT.0.72 AC.34,673.55 SQ. FT.0.80 AC.52,846.19 SQ. FT.1.21 AC.37,717.52 SQ. FT.0.87 AC.30,620.61 SQ. FT.0.70 AC.30,016.45 SQ. FT.0.69 AC.34562.11 SQ. FT.0.79 AC.38, 659.73 SQ. FT.0.89 AC.MA
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MATCHLINE - SEE SHEET C1.2MCDOUGALD ROAD
(60
'
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)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)0SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130STOPR1-1 30"SPEEDLIMIT25R2-1 24"x30"SIGN LEGEND12 15' UTILITYEASEMENT, (TYP.)30'x30' SIGNEASEMENT, (TYP.)30' STREETSCAPEBUFFER30' STREETSCAPEBUFFER10' SIDE YARDSETBACK, (TYP.)35' FRONT YARDSETBACK, (TYP.)
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' WN63°11'29"E50.91'L3L4L5L6N4°06'47"W109.21'L7N4°06'47"W108.79'N60°19'32"E35.92'L8L9L10 30.00'N84°03'29"E83.01'N83°05'21"E18.00'N83°05'21"E89.05'N79°55'01"E29.52'N79°55'01"E72.99'N74°46'10"E45.89'N68°20'20"E73.94'S5°56'31"E224.27'N5°56'31"W249.03'S10°11'43"E249.16'N6°13'10"W246.88'N5°59'15"W244.67'S41°46'21"E60.07'S84°00'45"W76.02'C10S79°48'17"W23.18'C19C20S84°00'45"W47.31'S84°00'45"W52.33'C21C22N81°51'24"E176.48'15.28'100.00'61.20'N81°51'24"E104.07'87.02'17.06'S81°51'24"W37.51'S68°31'34"W38.76'S68°31'34"W27.15'S68°31'34"W69.92'N62°27'51"E83.03'27.53'55.50'S62°27'51"W17.97'S62°05'47"W50.55'S62°05'47"W84.87'101.00' (TOTAL)S62°05'47"W64.33'45.59'L55L56 L57L58 L59N63°11'29"E60.50'N68°20'20"E30.02'30.00'N84°05'35"E124.14'N84°05'35"E31.73'N84°05'35"E42.45'N84°11'04"E28.78'N84°11'04"E41.10'N84°26'57"E48.95'
L61L62L63L64L65
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L107L108L109L110L111L112L113L114
L115L117L118L119L120L121L122L125L126L127L128
L129
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9
C30C31C32C35C36C3
7
C38S41°46'21"E42.23'S41°46'21"E214.43'S20°32'09"E258.33'N20°17'56"W264.10'N20°17'56"W260.13'N16°41'11"W250.08'S22°18'43"E250.80'N27°48'27"W249.92'S27°48'27"E249.75'C39N62°56
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'S35°04'10"E136.88'S35°04'10"E125.73'S66°31
'33"W96.56
'N24°25'48"W186.86'LINE TABLELINEL18L19L55L56L57L58L59L61L62L63L64L65L66L67L68L69L70L71L72L73L74L75L76L77L78L79L80L81L82L83L84L85L86L87L88LENGTH21.5019.8814.0574.4615.7515.9639.8842.9824.1025.6029.6614.4752.8135.9743.8442.0529.0221.7923.3031.3048.5121.4527.9120.9121.7848.6235.3133.4246.0211.3143.7231.3631.0820.5030.61BEARINGS84°00'45"WS79°48'17"WS85°53'13"WN17°01'00"EN58°36'05"EN58°36'05"EN18°32'50"EN7°28'54"EN66°27'56"ES30°30'37"ES73°17'43"ES6°59'02"ES22°29'26"EN85°10'48"ES36°45'45"ES43°22'20"ES77°42'41"WS63°04'05"WS31°35'51"WS20°10'28"WN58°45'25"EN22°25'44"ES55°05'14"ES39°35'25"ES39°35'25"ES32°45'15"ES3°33'55"WS8°24'50"ES9°39'44"WS39°01'18"ES37°10'39"ES30°42'41"ES22°55'54"ES7°54'20"WN69°09'34"ELINE TABLELINEL89L90L91L92L93L94L95L96L97L98L99L100L101L102L104L105L106L107L108L109L110L111L112L113L114L115L117L118L119L120L121L122LENGTH24.5728.8036.5922.4428.7430.7845.8821.2337.2057.2646.8241.0655.8313.7538.2436.8040.8762.1751.9241.2530.0016.6733.7053.2617.2211.4134.3149.4236.1539.7633.6050.80BEARINGS36°22'54"ES20°02'18"WS89°54'31"WS53°51'05"WN86°22'48"WS88°08'36"WN87°45'06"WS81°59'36"WS88°16'49"WN68°25'53"WN64°50'47"WN52°48'44"WN67°01'08"WN41°10'09"EN61°28'50"EN45°24'25"EN55°55'10"ES61°23'04"EN78°19'29"EN89°53'19"ES87°41'55"ES70°03'05"ES68°38'40"ES34°07'26"ES10°01'51"WS44°04'10"ES44°04'10"EN67°15'19"ES85°07'09"ES29°05'25"ES67°46'47"ES28°01'46"E6''
W6''
WCURVE TABLECURVEC10C11C12C13C14C15C16C17C19C20C21C22C25C26C27C28C29C30C31C32C33C35C36C37C38C65C66RADIUS1025.0025.0050.0050.0050.0050.0050.0025.00975.00975.0025.00350.0025.00300.00300.0025.0050.0050.0050.0050.0025.00350.00350.0025.00300.00350.00350.00LENGTH75.2821.0355.5344.0050.5440.0851.0321.0313.8857.7236.57180.8639.2976.3434.9323.4749.3879.3751.6660.4319.09108.6229.8742.90143.192.28105.34TANGENT37.6511.1831.0223.5427.6721.1927.9911.186.9428.8722.4492.5025.0238.3817.4812.6826.9150.8428.4034.5310.0454.7514.9528.9272.991.1453.07DELTA4°12'28"48°11'23"63°37'55"50°25'03"57°54'59"45°56'02"58°28'46"48°11'23"0°48'57"3°23'31"83°49'21"29°36'27"90°02'44"14°34'48"6°40'16"53°46'42"56°35'14"90°57'21"59°11'56"69°15'12"43°45'42"17°46'54"4°53'24"98°18'48"27°20'50"0°22'24"17°14'41"CHORD BEARINGS81°54'31"WS76°06'02"EN83°49'18"WS39°09'13"WS15°00'48"ES66°56'19"EN60°51'17"ES55°42'36"WS80°12'46"WS82°19'00"WN54°04'34"WS26°58'07"ES50°57'53"EN76°43'21"EN66°05'49"EN35°52'20"ES37°16'35"WN68°57'07"WN6°07'31"EN70°21'06"ES83°05'50"WN70°06'26"EN81°26'35"ES34°43'53"WS28°05'56"EN41°35'09"WN32°46'36"WCHORD75.2620.4152.7242.5948.4239.0248.8520.4113.8857.7133.40178.8635.3776.1434.9122.6147.4071.3049.3956.8218.63108.1929.8637.83141.832.28104.95CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
SUBDIVISION PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C1.22022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION11121314151617181925,041.94 SQ. FT.0.57 AC.27,205.78 SQ. FT.0.62 AC.27,893.68 SQ. FT.0.64 AC.36,226.32 SQ. FT.0.83 AC.50,193.73 SQ. FT.1.15 AC.52,008.49 SQ. FT.1.19 AC.25,101.48 SQ. FT.0.58 AC.25,742.10 SQ. FT.0.59 AC.26,762.39 SQ. FT.0.61 AC.RWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)MATCHLINE - SEE SHEET C1.125,101.48 SQ. FT.0.58 AC.8937,210.94 SQ. FT.0.85 AC.8836,543.64 SQ. FT.0.84 AC.8738,162.04 SQ. FT.0.88 AC.8651,693.64 SQ. FT.1.19 AC.8554,609.39 SQ. FT.1.25 AC.8425,702.41 SQ. FT.0.59 AC.8325,820.81 SQ. FT.0.59 AC.EXISTING FIELD LOCATEDWETLAND (0.02 AC.)OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)BLANTON COURT(50' PUBLIC RIGHT-OF-WAY)
NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MATCHLINE - SEE SHEET C1.3MATCHLINE
-
SEE
SHEET
C1
.3MATCHLINE - SEE SHEET C1.3MAIL KIOSKMAIL KIOSK1" = 20'BENCHTRASH CAN7'20'MAIL KIOSK10' SIDE YARDSETBACK, (TYP.)35' FRONT YARDSETBACK, (TYP.)15' UTILITYEASEMENT, (TYP.)HARNETT COUNTY30' PERENNIALSTREAM BUFFER'STOP' SIGN,TYP.1SPEED LIMITSIGN, TYP.2SITE LEGENDPROPERTY LINEEASEMENT LINECENTERLINEPROPOSED LOT LINEPOWER POLELIGHT POLE/SITE LIGHTINGSIGNAGESTOPR1-1 30"SPEEDLIMIT25R2-1 24"x30"SIGN LEGEND1210x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)30' STREETSCAPEBUFFERMCDOUGALD ROAD(60' PUBLIC RIGHT-OF-WAY)30'x30' SIGNEASEMENT, (TYP.)10x70 SIGHT DISTANCETRIANGLE, (TYP.)30' STREETSCAPEBUFFER25' REAR YARDSETBACK, (TYP.)HARNETT COUNTY30' PERENNIALSTREAM BUFFER50'20'20'EXISTING FIELD LOCATEDWETLAND (0.46 AC.)85 20' PROPOSEDSTORM DRAINAGEEASEMENT
S62°11'33"W271.25'C3N60°19'32"E35.92'L8 S83°12'33"E219.27'C4S8°16'45"W167.77'L9L10L11L12L13L14L15L16L17L20L21L22L24L25L27L28L29L30L31 C5C6L32S34°39'42"W321.41'S62°21'05"W311.60'S27°48'27"E100.00'S27°48'27"E80.78'S20°51'07"E289.03'S41°46'21"E60.07'N81°51'24"E176.48'15.28'100.00'61.20'N81°51'24"E104.07'87.02'17.06'S81°51'24"W37.51'S68°31'34"W38.76
'S68°31'34"W27.15
'S68°31
'34"W69.92
'N62°27
'51
"E83.03
'27.53
'55.50'S62°27'51"W17.97'S62°05'47"W50.55'S62°05'47"W84.87'101.00' (TOTAL)S62°05'47"W64.33'L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52L53L54 45.59'
L114
L115L117L118L119L120L121L122L125L126L127L128
L129
L130L131L132L133
L134L135L136
L137L138
L1
3
9
L140
L142L143L144
L14
5L146
L147L148
L149
L
1
5
0
L
1
5
1
L152L153
L154
L156
L157
L158
L159L160L161L1
6
2
L163L164L165
N3
8
°
5
3
'
1
8
"
E
49
.
9
6
'S41°46'21"E214.43'S20°32'09"E258.33'N20°17'56"W264.10'N20°17'56"W260.13'N16°41'11"W250.08'S22°18'43"E250.80'N27°48'27"W249.92'S27°48'27"E249.75'S27°48'27"E247.35'N36°11'14"W229.92'N48°34'42"W259.74'S54°23'41"E251.55'N40°06'44"W275.06'C39N62°56
'16
"E83.4
3
'C40C41S84°00'45"W24.18'S84°00'45"W103.20'S84°00'45"W44.78'C42C43S6
2°11
'3
3
"W32.28
'S62°11
'33
"W100.00
'S62°11'33"W101.00'S62°11'33"W49.27'C44C45S22°14'26"W13.18'S22°14'26"W100.00'S20°51'07"E250.11'C46S22°14'26"W28.19'C47C48L166C49C51C52 N22°13'35"E88.65'N22°13'35"E47.93'C53 C54 C55N62°11'33"E85.56'N62°11
'33
"E70.
00
'C56S27°48'27"E225.00'N62°11
'33
"E105.00
'N62°11
'33
"E105.0
0
'N27°48'27"W250.00'N27°48'27"W249.37'N27°48'27"W311.12'N27°48'27"W311.52'N27°48'27"W273.96'N27°48'27"W251.71'N61°05'50"E97.33'N61°05'50"E64.39'N49°38'52"E59.71'L167L168L169 L170L171 N37°27'46"E39.15'N37°27'46"E61.86'N26°08'03"E75.98'L172L173L174N26°08'03"E39.56'N21°51'44"E24.29'N21°51'44"E102.62
'
C57 N62°11
'33
"E
16
.98
'C58N27°48'27"W225.00'N27°03'44"W265.28'N27°03'44"W267.12'N27°03'44"W256.05'N27°03'44"W248.58'S18°47'37"E194.27'N62°56
'16
"E71.24
'N65°58'41
"E28.60
'N65°58
'41
"E71.54
'N75°27'50"E34.38
'N75°27'50"E68.06'L175N83°21'30"E41.15'N83°21'30"E65.56'N84°00'45"E46.68'N84°00'45"E66.63'N62
°11
'33
"E
51
.62
'C59N84°00'45"E73.18'N84°00'45"E98.98'C60C61C62N62°56
'16
"E97.44
'C63C64S41°46'21"E155.00'S65°50'45
"W221.57
'S71°12'23"W328.65
'S71°12'23"W364.58
'S71°12
'23
"W372.04
'S41°46'21"E97.72'C65C66C67N18°47'37"W67.29'N18°47'37"W100.00'N18°47'37"W73.06'C68
C69
C70N11°03'02"W85.06'N78°08'02"E324.46'S78°56'58"W280.79'N78°56'58"E230.93'S85°57'26"E231.37'C71 N11°03'02"W100.00'S18°47'37"E46.08'L176C72
C73
C
7
4
C75
S53°06'16"E359.38'S69°31'51"E259.44'S36°40'41"EC76C77C78C79C80S67°31'46"E89.89'S67°31'46"E69.43'C81C8
2C9
4
C9
5
C96
C97 C98 C99S27°48'27"E18.04'N75°03'39"E282.77'N87°05'57"E321.47'S83°20'42"E342.46'S74°11'22"E353.79'S65°56'22"E347.29'S58°01'04"E329.49'N52°49'19"W281.27'S20°51'07"E126.02'S20°51'07"E49.94'L177C100C101
C102
C103C104
S67°31'46"E85.00'S22°
2
8
'
1
4
"
W
251.3
4
'S88°23'35"E155.73'S88°23'35"E128.30'N81°10'30"E264.38'N78°56'58"E268.42'S30
°
0
4
'
5
0
"
W
273
.
3
2
'S34°53'38"E229.08'S78°56'58"W254.02'S78°56'58"W260.00'S78°56'58"W260.00'S78°56'58"W260.39'S17°32'37"E86.11'S67°31'46"E69.95'C105C106C10
7
C108 S11°03'02"E40.42'S11°03'02"E100.00'S11°03'02"E52.76'C109
C110L178S12°31'23"E38.03'S11°03'02"E52.76'S11°03'02"E80.66'S11°03'02"E70.47'S11°03'02"E29.53'L179
N15°48'18"W76.07'S4°06'47"E 157.36'20.00'115.29' (TOTAL)49.94'207.30' (TOTAL)S39°35'53"WN27°48'27"W80.64'C2C7
S
4
8
°
1
3
'
3
9
"W
2
1
5
.
1
3
'S35°04'10"E117.52'S5
7
°
35
'50
"W
2
1
3
.
6
0
'S35°04'10"E136.88'S35°04'10"E125.73'S8°20'45"E76.83'S2°05'48"E
51.64'
S3°01'02"W
32.74'S2°58'45"W
172.37'
S18°5
6
'
4
5
"
W
181.16
'
L26 L23LINE TABLELINEL31L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52L53L54L125L126LENGTH3.6419.4317.8238.8446.5325.8236.0638.2331.1326.7433.9341.1634.4633.1854.0031.4744.2837.6434.7112.4627.1532.468.1074.0931.18BEARINGN79°57'47"WS56°01'39"WS49°03'54"WS49°03'54"WS59°55'07"WS0°38'16"WS37°08'47"WN60°04'30"WS0°22'40"WS7°32'08"ES74°09'18"WN77°24'53"WS17°33'26"ES27°41'29"WS32°54'26"WS24°21'14"WS6°50'06"WS14°45'16"WS63°10'14"WS63°10'14"WS17°47'07"EN72°02'31"WN79°57'47"WS30°12'36"ES69°31'50"WLINE TABLELINEL127L128L129L130L131L132L133L134L135L136L137L138L139L140L166L171L172L173L174L175L177L178LENGTH45.8214.6130.0845.8839.3921.5431.9633.7121.9234.8313.4258.7738.8918.556.3135.999.094.1210.2168.0618.049.23BEARINGS38°17'30"ES12°06'45"ES12°06'45"ES30°16'08"ES69°05'18"ES69°05'18"ES18°14'06"ES15°55'35"ES1°05'03"WS1°05'03"WS32°09'29"ES14°20'31"ES42°24'11"WS13°25'09"WS69°08'53"WN44°24'28"EN37°27'46"EN26°08'03"EN26°08'03"EN75°27'50"EN27°48'27"WS14°21'10"ECURVE TABLECURVEC39C40C41C42C43C44C45C46C47C48C49C51C52C53C54C55C56C57C58C59C60C61C62C63C64C66C67C68C69C99C100C110RADIUS25.00300.00300.00350.00350.00350.00350.00350.00300.00300.00350.00350.00350.00300.00300.00300.0025.0025.00300.00300.00350.00350.00350.0025.00300.00350.00350.001050.001050.00500.00550.001000.00LENGTH45.6934.1776.1765.3667.9351.92100.3487.16107.11138.50132.36114.6345.9680.95108.8619.4539.2739.2775.7438.5113.45107.078.2240.2131.95105.3432.7526.95100.01112.3082.0887.89TANGENT32.4117.1138.2932.7734.0726.0150.5243.8154.1370.5166.9857.8323.0140.7255.049.7325.0025.0038.0719.286.7253.964.1125.9615.9953.0716.3813.4750.0456.3941.1243.97DELTA104°42'36"6°31'36"14°32'53"10°41'56"11°07'15"8°29'58"16°25'35"14°16'05"20°27'22"26°27'06"21°40'02"18°45'55"7°31'23"15°27'35"20°47'29"3°42'54"90°00'00"90°00'00"14°27'58"7°21'14"2°12'05"17°31'41"1°20'43"92°09'57"6°06'10"17°14'41"5°21'38"1°28'13"5°27'27"12°52'06"8°33'03"5°02'09"CHORD BEARINGN10°34'58"EN66°12'04"EN76°44'18"ES78°39'47"WS67°45'11"WS57°56'34"WS45°28'47"WS30°07'57"WN32°28'06"EN55°55'20"EN59°20'55"EN39°07'56"EN25°59'17"ES29°57'23"WS48°04'55"WS60°20'06"WN72°48'27"WS17°11'33"WS69°25'32"WS80°20'08"WN82°54'43"EN73°02'50"EN63°36'37"EN70°58'46"WN21°50'42"WN32°46'36"WN21°28'26"WN18°03'31"WN14°35'41"WN21°22'24"WN23°31'56"WN16°16'33"WCHORD39.5934.1575.9765.2667.8351.87100.0086.93106.54137.27131.57114.1245.9280.70108.2719.4535.3635.3675.5438.4813.45106.668.2236.0231.94104.9532.7326.9599.97112.0682.0187.87CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
SUBDIVISION PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C1.32022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)WILD TURKEY WAY(50' PUBLIC RIGHT-OF-WAY)VAN W
INKLE
STREET
(50
'
PUBL
IC
R
IGHT
-OF
-WAY
)
NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C1.1
MATCHLINE
-
SEE
SHEET
C1
.2MATCHLINE - SEE SHEET C1.2MATCHLINE
-
SEE
SHEET
C1
.2
MATCHLINE - SEE SHEET C1.4
MATCHLINE - SEE SHEET C1.410' SIDE YARDSETBACK, (TYP.)35' FRONT YARDSETBACK, (TYP.)15' UTILITYEASEMENT, (TYP.)'STOP' SIGN,TYP.1SITE LEGENDPROPERTY LINEEASEMENT LINECENTERLINEPROPOSED LOT LINEPOWER POLELIGHT POLE/SITE LIGHTINGSIGNAGESTOPR1-1 30"SPEEDLIMIT25R2-1 24"x30"SIGN LEGEND12HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM) 20' PROPOSED WATERLINE EASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT'STOP' SIGN,TYP.125' REAR YARDSETBACK, (TYP.)8226,331.12 SQ. FT.0.60 AC.8133,383.18 SQ. FT.0.77 AC.8037,842.20 SQ. FT.0.87 AC.7943,619.43 SQ. FT.1.00 AC.2025,443.73 SQ. FT.0.58 AC.2125,903.69 SQ. FT.0.59 AC.2226,211.08 SQ. FT.0.60 AC.2325,646.22 SQ. FT.0.59 AC.2427,970.38 SQ. FT.0.64 AC.2527,991.71 SQ. FT.0.64 AC.2625,232.90 SQ. FT.0.58 AC.2725,191.57 SQ. FT.0.58 AC.2828,037.89 SQ. FT.0.64 AC.2931,244.80 SQ. FT.0.72 AC.3028,676.75 SQ. FT.0.66 AC.3125,827.74 SQ. FT.0.59 AC.3227,045.49 SQ. FT.0.62 AC.4429,223.64 SQ. FT.0.67 AC.4326,404.81 SQ. FT.0.61 AC.4227,645.31 SQ. FT.0.63 AC.4128,074.33 SQ. FT.0.64 AC.4029,254.70 SQ. FT.0.67 AC.3926,115.87 SQ. FT.0.60 AC.3826,245.92 SQ. FT.0.60 AC.3729,829.95 SQ. FT.0.68 AC.3633,202.53 SQ. FT.0.76 AC.3530,666.44 SQ. FT.0.70 AC.3427,509.17 SQ. FT.0.63 AC.3336,015.93 SQ. FT.0.83 AC.5525,552.55 SQ. FT.0.59 AC.5628,143.12 SQ. FT.0.65 AC.4527,034.49 SQ. FT.0.62 AC.R30'R30'120'20'85
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'S71°14'46"W62.57
'N48°34'42"W259.74'S54°23'41"E251.55'C45S22°14'26"W13.18'S22°14'26"W100.00'S20°51'07"E250.11'C46S22°14'26"W28.19'C47C48C49C51C52 N22°13'35"E88.65'N22°13'35"E47.93'C53 C54 C55S27°48'27"E225.00'N62°11'33"E105.00'N62°11'33"E105.00'N27°48'27"W250.00'N27°48'27"W249.37'N27°48'27"W311.12'N27°48'27"W311.52'N27°48'27"W273.96'N27°48'27"W251.71'N61°05'50"E97.33'N61°05'50"E64.39'N49°38'52"E59.71'L167L168L169 L170L171 N37°27'46"E39.15'N37°27'46"E61.86'N26°08'03"E75.98'L172L173L174N26°08'03"E39.56'N21°51'44"E24.29'N21°51'44"E102.62'N27°48'27"W225.00'28.60
'N65°58
'41
"E71.54
'N75°27'50"E34.38
'N75°27'50"E68.06'L175N83°21'30"E41.15'N83°21'30"E65.56'N84°00'45"E46.68'N84°00'45"E66.63'N62°11
'33
"E51.62
'
C69
C70N11°03'02"W85.06'N78°08'02"E324.46'S78°56'58"W280.79'N78°56'58"E230.93
'S85°57'26"E231.37'C71 N11°03'02"W100.00'L176C72
C7
3
C
7
4
C75
N36°40'41"W323.31'S53°06'16"E359.38'S69°31'51"E259.44'N71°14'46
"E52.55
'S71°14'46"W203.03
'S36°40'41"E219.29'S18°45'14"E226.02'C76C77C78C79C80S67°31'46"E89.89'S67°31'46"E69.43'C81C
8
2
C83C84C85C87C89C90C91C93 C94 C95
C96
C97 C98 C99S27°48'27"E18.04'N75°03'39"E282.77'N87°05'57"E321.47'S83°20'42"E342.46'S74°11'22"E353.79'S65°56'22"E347.29'S58°01'04"E329.49'N52°49'19"W281.27'N81°25'49"W241.62'S11°23'02"W345.82'S25°48'08"E260.00'S30°12'49"E258.95'S32°46'41"E251.94'N6°45'43"E
300.72'
N6°45'43"E
85.29'
S2°12'15"W
356.97'S7°59'08"E347.91'S71°14'46"W161.63
'N86°32'31"W159.94'N84°43'32"W124.71'N84°43'32"W71.30'S58°58'55"W120.00'S58°58'55"W200.64'S58°58'55"W137.92'S20°51'07"E126.02'S20°51'07"E255.03'S20°51'07"E235.56'L177C100C101
C102
C103C104
S67°31'46"E85.00'S22°
2
8
'
1
4
"
W
251.
3
4
'S88°23'35"E155.73'S88°23'35"E128.30'N81°10'30"E264.38'N78°56'58"E268.42'S30
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0
4
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273
.
3
2
'S34°53'38"E229.08'S78°56'58"W254.02'S78°56'58"W260.00
'S78°56'58"W260.00'S78°56'58"W260.39'S17°32'37"E86.11'S67°31'46"E69.95'C105C106C10
7
C108 S11°03'02"E40.42'S11°03'02"E100.00'S11°03'02"E52.76'C109
C110L178S12°31'23"E38.03'S11°03'02"E52.76'S11°03'02"E80.66'S11°03'02"E70.47'S11°03'02"E29.53'L179
S36°40'41"E94.59'S71°14'46"W173.92
'
C86 C92S8°20'45"E76.83'S2°05'48"E
51.64'
S3°01'02"W
32.74'S2°58'45"W
172.37'
S18°5
6
'
4
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"
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181.16
'CURVE TABLECURVEC70C71C72C73C74C75C76C77C78C79C80C81C82C83C84C85C86C87C89C90C91C92C93C94C95C96C97C98C101C102C103C104C105C106C107C108C109RADIUS1050.00350.00350.00350.00350.0025.0025.00350.00350.00350.00350.0025.00550.00550.00550.00550.0025.0050.0050.0050.0050.0025.00500.00500.00500.00500.00500.00500.00550.00550.00550.0025.00300.00300.00300.00300.001000.00LENGTH14.9592.20100.34100.3476.9937.6034.2480.04100.34100.3410.1136.00128.33100.14100.145.0419.7871.5182.6341.2045.7222.4663.43125.33125.33125.33125.33125.33100.14100.14176.3638.1830.10282.76273.9159.9847.25TANGENT7.4746.3750.5250.5238.6523.3920.4140.2050.5250.525.0621.9364.4650.2150.212.5210.4443.4254.2721.8524.6012.0531.7662.9962.9962.9962.9962.9950.2150.2188.9423.9415.06152.87147.3430.0923.63DELTA0°48'56"15°05'35"16°25'35"16°25'35"12°36'14"86°10'39"78°27'47"13°06'10"16°25'35"16°25'35"1°39'21"82°30'19"13°22'08"10°25'55"10°25'55"0°31'28"45°20'24"81°56'31"94°41'23"47°12'41"52°23'25"51°28'43"7°16'07"14°21'41"14°21'41"14°21'41"14°21'41"14°21'41"10°25'55"10°25'55"18°22'18"87°30'29"5°44'57"54°00'13"52°18'48"11°27'17"2°42'27"CHORD BEARINGN11°27'30"WN3°30'14"WN12°15'21"EN28°40'57"EN43°11'51"ES6°24'39"WN75°54'34"WN71°24'37"EN86°10'29"ES77°23'55"ES68°21'28"ES71°13'04"WN36°38'59"EN48°33'00"EN58°58'55"EN64°27'36"ES42°03'08"WN60°21'12"ES31°19'51"ES39°37'11"WS89°25'14"WN89°52'35"EN60°30'10"EN49°41'16"EN35°19'34"EN20°57'53"EN6°36'11"EN7°45'30"WN14°02'27"WN3°36'33"WN10°47'34"ES23°46'32"ES70°24'15"EN79°43'10"EN26°33'39"EN5°19'23"WN12°24'15"WCHORD14.9591.93100.00100.0076.8434.1631.6279.87100.00100.0010.1132.97128.04100.00100.005.0419.2765.5773.5440.0444.1421.7163.39125.00125.00125.00125.00125.00100.00100.00175.6034.5830.09272.41264.5059.8847.25LINE TABLELINEL142L143L144L145L146L147L148L149L150L151L152L153L154L156L157L158L159LENGTH19.4132.1834.0130.0238.3035.6241.6519.0552.1335.7119.8750.0440.3564.2022.3252.4240.08BEARINGS13°25'09"WS1°05'43"ES7°02'00"WS29°08'40"WS45°32'11"ES51°25'55"ES18°32'10"ES18°32'10"ES53°45'53"WS48°57'39"WS8°20'45"ES2°05'48"ES17°24'33"ES17°24'33"ES3°10'37"ES13°15'15"ES0°52'16"ELINE TABLELINEL160L161L162L163L164L165L167L169L170L171L172L173L174L176L178L179LENGTH27.2810.3330.9237.0151.3842.4810.617.8235.9935.999.094.1210.218.139.2319.34BEARINGS16°07'48"ES16°07'48"ES53°23'41"WS13°18'34"ES45°01'28"WS7°50'39"WN61°05'50"EN44°24'28"EN44°24'28"EN44°24'28"EN37°27'46"EN26°08'03"EN26°08'03"EN11°03'02"WS14°21'10"ES11°03'02"ECarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
SUBDIVISION PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C1.42022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 5467831,381.75 SQ. FT.0.72 AC.7763,993.16 SQ. FT.1.47 AC.7630,174.13 SQ. FT.0.69 AC.7532,536.66 SQ. FT.0.75 AC.7437,623.26 SQ. FT.0.86 AC.7354,715.33 SQ. FT.1.26 AC.7230,853.91 SQ. FT.0.71 AC.7159,612.28 SQ. FT.1.37 AC.7044,586.21 SQ. FT.1.02 AC.6940,808.22 SQ. FT.0.94 AC.6830.198.46 SQ. FT.0.69 AC.6729,499.51 SQ. FT.0.68 AC.6628,329.68 SQ. FT.0.65 AC.6548,906.29 SQ. FT.1.12 AC.6466,007.84 SQ. FT.1.52 AC.6332,001.76 SQ. FT.0.73 AC.6225,569.27 SQ. FT.0.59 AC.6131,554.75 SQ. FT.0.72 AC.6033,555.65 SQ. FT.0.77 AC.5933,421.18 SQ. FT.0.77 AC.5832,409.11 SQ. FT.0.74 AC.5728,356.91 SQ. FT.0.65 AC.5034,373.41 SQ. FT.0.79 AC.5132,542.7 SQ. FT.0.75 AC.5227,673.35 SQ. FT.0.64 AC.5333,953.48 SQ. FT.0.78 AC.5427,834.28 SQ. FT.0.64 AC.4626,006.18 SQ. FT.0.60 AC.4726,000.00 SQ. FT.0.60 AC.4825,881.81 SQ. FT.0.59 AC.4932,087.71 SQ. FT.0.74 AC.NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.OLD
F
A
S
H
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O
N
W
A
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(50' P
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B
L
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)
WILD TURKEY WAY(50' PUBLIC RIGHT-OF-WA
Y
)REMAINING TRACTFMR INVESTMENTS, LLCDB: 3971; PG:30438.21 ACRESOLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C1.3MATCHLINE - SEE SHEET C1.410' SIDE YARDSETBACK, (TYP.)35' FRONT YARDSETBACK, (TYP.)15' UTILITYEASEMENT, (TYP.)'STOP' SIGN,TYP.125' REAR YARDSETBACK, (TYP.)SITE LEGENDPROPERTY LINEEASEMENT LINECENTERLINEPROPOSED LOT LINEPOWER POLELIGHT POLE/SITE LIGHTINGSIGNAGESTOPR1-1 30"SPEEDLIMIT25R2-1 24"x30"SIGN LEGEND12HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM) 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENTEXISTING FIELDLOCATED WETLAND 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT125'R30'20'R26'77
27026026
0
268
26
6
264
262
260
264
262
266
264260256
254
2522502
4
8
250252254256260
262
264
264 262262
2642602
6
0
258
256
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266268268264266258256254250252254256
25825825626
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6
2
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264264
262
2602582522502482462562
60
2
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256254252250
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246244242240
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0255255256256256LDLDLD LD LDLDLDLDL
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LD LDLD LDLDLDLDLDLD
LDLD
LD
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
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CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
GRADING PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C2.02022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION30' STREETSCAPEBUFFER10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)TPPPPPPPPPTPTPPPPPPPPPTransformerBankEPKBentEISEISEISEISBent EISEISEISEISEISEISEIPEISEISEx. AxleCPCPCPCPCPCPCPCPCPCPEISEx. AxleEIS 0.25' Eastof property lineEIS 0.19' Northof property lineEIS 0.25' Eastof property lineEISL-1L-2L-3L-4L-5L-6L-7L-8L-9L-1060' Public R/WRWD Properties LTDMary D. HowardDeed Book 2084, Page 504Deed Book 2487, Page 546Anna B. FerraraDeed Book 3716, Page 48Map Number 2013-59Astri O. ByrdDeed Book 3938, Page 389Map Number 2016-293Randall Scott ByrdDeborah Jean BuchananDeed Book 3333, Page 87Map Number 2015-233Deed Book 337, Page 308Deed Book 295, Page 508Deed Book 295, Page 32Darlene H. CampbellDeed Book 1996, Page 513Map Number 2010-860Sean J. CampbellElaine Slan Letrent et alDeed Book 709, Page 112Estate File 18-E-547Eldon Flimmon Sloan, Jr.Plat Cabinet 1, Slide 130L-11L-12L-132050' ± to C/LintersectionSR 1229 & SR 125131.62'536.86'600.09'599.77'58.49'215.16'S 56°29'13"E
41.27'808.13
'137.48
'210.11
'164.27
'561.22'217.25'71.34'1001.90'434.86'343.11'30.16'N 20°51'07"W 2098.61' (Total)N 18°09'19"W716.35'S 72°15
'15"W 1881.21
'
(To
ta
l)S 21°38'05"E738.76'S 20°37'27"E 2041.98' (Total)EIS 0.23' Northof property lineHARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MCDOUGALD ROAD(S.R. 1229 - 60' PUBLIC RIGHT-OF
-WAY
)CHARRED OAK COURT(50' PUBLIC RIGHT-OF-WAY)SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)BLANTON COURT(50' PUBL
IC R
IGHT-OF-WAY)
WILD T
U
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W
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(50' PU
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-
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)VAN W
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(50
'
PUBL
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-OF
-WAY
)OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)OLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)CourseBearingDistanceL-1N 62°22'36" E215.07'L-2N 62°11'33" E499.98'L-3100.05'L-499.99'L-599.99'L-6100.01'L-799.90'L-8449.84'L-999.98'L-10113.57'L-1131.38'L-1230.53'L-1343.20'N 63°20'56" EN 69°10'07" EN 75°03'50" EN 79°48'17" EN 82°43'43" EN 84°00'45" EN 85°02'19" EN 87°50'32" EN 20°37'27" WN 20°51'07" WN 20°51'07" WREMAINING TRACTFMR INVESTMENTS, LLCDB: 3971; PG:30438.21 ACRES 20' PROPOSEDSTORM DRAINAGEEASEMENT15' UTILITYEASEMENT, (TYP.)EXISTING FIELD LOCATEDWETLAND (0.70 AC.)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)EXISTING FIELD LOCATEDWETLAND (0.02 AC.) 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENTof property lineEIS 0.40' WestEXISTING FIELD LOCATEDWETLAND (0.14 AC.)EXISTING FIELDLOCATED WETLANDGRADING NOTES:1.CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TODIGGING TO HAVE EXISTING UTILITIES LOCATED. REPORT ANY DISCREPANCIES TO THE ENGINEER.2.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATEDRELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).3.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORDDRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANYDISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THEENGINEER IMMEDIATELY.4.ALL PROPOSED SIDE ROAD SWALES, DITCHES, CROSS PIPES AND DRIVEWAY PIPES SHALL BEPROTECTED BY EROSION CONTROL MEASURES AS SHOWN AND SPECIFIED ON THE EROSION CONTROLPLAN.5.A P.E. OR AN R.L.S. SEAL IS REQUIRED ON ALL AS-BUILT IMPERVIOUS SURFACES.6.THE CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN THE CATCH BASINELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE ENGINEER. THE CONTRACTOR IS ALSORESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE,SEWER LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.7.A LAND DISTURBING PERMIT ISSUED BY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITYWILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.8.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES, CLEANOUTS, ETC. SHALLBE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.9.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNER'SINDEPENDENT TESTING LABORATORY.10.ALL SPOT ELEVATIONS INDICATED ARE AT EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. ALLELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).11.A PRE-CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITYMUST BE SCHEDULED PRIOR TO ANY WORK, GRADING OR INSTALLATION OF EROSION CONTROLMEASURES.12.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE NO MORE THAN A1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPEFOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR THE WIDTH OF THESIDEWALK.13.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE REQUIREMENTS, IT IS THECONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER PRIOR TO PLACING ANY HARDSCAPE SOTHAT A SOLUTION CAN BE FOUND.14.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT IT SHOULD NOT BEASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THEREMAY BE OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKING INTO CONSIDERATION. THECONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE THAT ALL CRITICALGRADE POINTS ARE STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.15.ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OFWORK EACH DAY (SEE DETAIL SHEET).16.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN UNDISTURBED UNLESS NOTEDOTHERWISE. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH AREDAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR USING ALICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.17.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROLMEASURES BOTH ON AND OFF-SITE. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSIONCONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROLINSPECTOR OR THE ARCHITECT.18.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING ANDGRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALLAPPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS.LIMTS OF DISTURBANCE = 14.00 AC.252FLARED END SECTIONSPOT ELEVATIONCATCH BASINDROP INLETJUNCTION BOXPROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250TC250.00250.60TOP OF CURBELEVATIONSSILT FENCE/TREE PROTECTION FENCETPLIIMITS OF DISTURBANCELDSTORM DRAINAGE NOTES:1.ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCEDCONCRETE (RCP) UNLESS NOTED OTHERWISE.2.ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICHCONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTICGASKETS UNLESS OTHERWISE NOTED.3.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS,VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHEROBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEINGCOMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TOFLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS ORPROOF ROLLING.4.MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FORBACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLEMATERIAL.5.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTERPIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLYCOMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THESTANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTEDTO 100 PERCENT STANDARD PROCTOR.6.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE INUNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.UTILITY SEPARATION NOTES:MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES:-2' STORM SEWER/OTHER UTILITIES NOT LISTED-2' WATER MAINS (POTABLE WATER OVER POTABLE WATER)-2' RECLAIMED WATER LINES (POTABLE WATER OVER RECLAIMED WATER)- 3' FINAL EARTH GRADE-2' SANITARY SEWERCROSSING A WATER MAIN OVER A SEWER.WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATERMAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS ATLEAST 24 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERSPREVENT A 24 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN ANDSEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT AREEQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THEPOINT OF CROSSING.CROSS A WATER MAIN UNDER A SEWER.WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH WATERAND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTSEQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THEPOINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OFCROSSING. THE DESIGN SHALL MAINTAIN VERTICAL SEPARATIONS TO SATISFY STATEMINIMUM REQUIREMENTS WHERE THE DUCTILE IRON PIPE IS USED TO SATSIFY THE HARNETTREGIONAL WATER REQUIREMENTS ABOVE.MINIMUM HORIZONTAL SEPARATION BETWEEN UTILITIES:-3-5' EDGE OF PAVEMENT-5' STORM SEWER, POWER POLES AND OTHER UTILITIES NOT LISTED-10' SANITARY SEWER AND RECLAIMED WATER MAINS OR ASSOCIATED LINES-10' ANY NON-PERMANENT STRUCTURES OR IMPROVEMENTS-25' ANY BUILDING FOUNDATION, BASEMENT, SUBSURFACE STRUCTURE-30' ANY SWIMMING POOLLATERAL SEPARATION OF SEWERS AND WATER MAINSWATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSEDSEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERALSEPARATION, IN WHICH CASE:-THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOMOF THE WATER MAIN AT LEAST 2 FEET ABOVE THE TOP OF SEWER-THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAINLOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATIONOF THE BOTTOM OF THE WATER MAIN AT LEAST 2' ABOVE THE TOP OF SEWER.GRADING LEGEND 20' PROPOSEDSTORM DRAINAGEEASEMENT123456789101112131415161718192021333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787922232425262728293031328081828384858687 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT88898577
27026026
0
268
26
6
264
262
260
26226
4
266268268264266258256254250
252
254
256
25826
0
260OHPOHPOHPOHPOHPOHPOHPOHP6'' W6'' W6''
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LD CHARRED OAK COURT(50' PUBLIC RIGHT-OF-WAY)10x70 SIGHT DISTANCETRIANGLE, (TYP.)EXISTING FIELD LOCATEDWETLAND (0.70 AC.) 20' PROPOSEDSTORM DRAINAGEEASEMENT'STOP' SIGN,(TYP.)1CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
GRADING PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C2.12022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONNAD83 12345678910PP28,990.06 SQ. FT.0.67 AC.30,170.13 SQ. FT.0.69 AC.31,226.13 SQ. FT.0.72 AC.34,673.55 SQ. FT.0.80 AC.52,846.19 SQ. FT.1.21 AC.31,143.07 SQ. FT.0.71 AC.37,195.05 SQ. FT.0.85 AC.30,016.45 SQ. FT.0.69 AC.34562.11 SQ. FT.0.79 AC.38, 659.73 SQ. FT.0.89 AC.MA
T
CH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
2
.
3
MATCHLINE - SEE SHEET C2.2MCDOUGALD ROAD
(60
'
PUBL
IC
R
IGHT
-OF
-WAY
)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)0SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130 15' UTILITYEASEMENT, (TYP.)30'x30' SIGNEASEMENT, (TYP.)30' STREETSCAPEBUFFER30' STREETSCAPEBUFFERSWALE2 FT BOTTOM4:1 SIDE SLOPES252FLARED END SECTIONSPOT ELEVATIONCATCH BASINDROP INLETJUNCTION BOXPROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250TC250.00250.60TOP OF CURBELEVATIONSSILT FENCE/TREE PROTECTION FENCETPLIIMITS OF DISTURBANCELDGRADING LEGENDLIMITS OFDISTURBANCE, (TYP.)
260 264262266264260
256
254
2522502
4
8
250252254256260262264264 262262 264260260258
256
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11+00
12+00
13+00
14+00
15+0016+0017+0018+0019+0020+00 260256 256
251258
258260265265265
255
253
25025
4258256
2582572602552572562562572552
5
0255255256256256
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
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LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLD257256258 FES70118" RCPFES700FES101FES1002
4
"
RCP25625414+0015+00255LDLDLDLDLDLDLDLD257256258
STORM STRUCTURE TABLESTRUC. #FES100FES101FES700FES701TOP255.75256.05254.36254.75INV.250.50251.00251.85252.40DESC.Flared End SectionFlared End SectionFlared End SectionFlared End SectionSTORM PIPE TABLEPIPE #100700DIA24"18"FROM - TOFES101 - FES100FES701 - FES700UPSTREAMINVERT251.00252.40DOWNSTREAMINVERT250.50251.85SLOPE-0.92%-1.02%LENGTH54.08 LF54.09 LFDESCRIPTION24" RCP18" RCPCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
GRADING PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C2.22022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)MATCHLINE - SEE SHEET C2.1EXISTING FIELD LOCATEDWETLAND (0.02 AC.)OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)BLANTON COURT(50' PUBLIC RIGHT-OF-WAY)
NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MATCHLINE - SEE SHEET C2.3MATCHLINE
-
SEE
SHEET
C2
.3MATCHLINE - SEE SHEET C2.3MAIL KIOSKMAIL KIOSK1" = 20'BENCHTRASH CAN15' UTILITYEASEMENT, (TYP.)HARNETT COUNTY30' PERENNIALSTREAM BUFFER110x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)30' STREETSCAPEBUFFERMCDOUGALD ROAD(60' PUBLIC RIGHT-OF-WAY)30'x30' SIGNEASEMENT, (TYP.)10x70 SIGHT DISTANCETRIANGLE, (TYP.)30' STREETSCAPEBUFFERHARNETT COUNTY30' PERENNIALSTREAM BUFFERSWALE2 FT BOTTOM4:1 SIDE SLOPES 20' PROPOSEDSTORM DRAINAGEEASEMENT252FLARED END SECTIONSPOT ELEVATIONCATCH BASINDROP INLETJUNCTION BOXPROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250TC250.00250.60TOP OF CURBELEVATIONSSILT FENCE/TREE PROTECTION FENCETPLIIMITS OF DISTURBANCELDGRADING LEGENDLIMITS OFDISTURBANCE, (TYP.)11121314151617181925,041.94 SQ. FT.0.57 AC.27,205.78 SQ. FT.0.62 AC.27,893.68 SQ. FT.0.64 AC.36,226.32 SQ. FT.0.83 AC.50,193.73 SQ. FT.1.15 AC.52,008.49 SQ. FT.1.19 AC.25,101.48 SQ. FT.0.58 AC.25,742.10 SQ. FT.0.59 AC.26,762.39 SQ. FT.0.61 AC.25,101.48 SQ. FT.0.58 AC.SWALE2 FT BOTTOM4:1 SIDE SLOPESEXISTING FIELD LOCATEDWETLAND (0.46 AC.)8937,210.94 SQ. FT.0.85 AC.8836,543.64 SQ. FT.0.84 AC.8738,162.04 SQ. FT.0.88 AC.8651,693.64 SQ. FT.1.19 AC.8554,609.39 SQ. FT.1.25 AC.8425,702.41 SQ. FT.0.59 AC.8325,820.81 SQ. FT.0.59 AC.
260260
266
260264258256254250252254256258258256 260260
2
6
2
262
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8
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238
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6 238240242244246248254254252256256
254
252
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21+00
22+00
23+00
24+00
25+00
26+00
27+00
28
+
0
0
2
9
+
0
030+0031+0032+0033+0034+0034+50.60265262255 259 262261
256258257263263260261255255260257257256250255256256 261258
2552552
5
4
2
5
3
2
5
2
2
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4
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255250 260256258
257237
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0
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4
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2
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LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLDLD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
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LD LDLDLDLDFES601FES100FES600FES501FES500FES201FES200FES301FES401FES400FES30018" RCP18" RCP 24" RCP24" RCP15" RCPSTORM STRUCTURE TABLESTRUC. #FES600FES601TOP255.39255.87INV.253.25253.75DESC.Flared End SectionFlared End SectionSTORM PIPE TABLEPIPE #600DIA15"FROM - TOFES601 - FES600UPSTREAMINVERT253.75DOWNSTREAMINVERT253.25SLOPE1.09%LENGTH46.00 LFDESCRIPTION15" RCPCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
GRADING PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C2.32022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 5468133,383.18 SQ. FT.0.77 AC.8037,842.20 SQ. FT.0.87 AC.7943,619.43 SQ. FT.1.00 AC.2025,443.73 SQ. FT.0.58 AC.2125,903.69 SQ. FT.0.59 AC.2226,211.08 SQ. FT.0.60 AC.2325,646.22 SQ. FT.0.59 AC.2427,970.38 SQ. FT.0.64 AC.2527,991.71 SQ. FT.0.64 AC.2625,232.90 SQ. FT.0.58 AC.2725,191.57 SQ. FT.0.58 AC.2828,037.89 SQ. FT.0.64 AC.2931,244.80 SQ. FT.0.72 AC.3028,676.75 SQ. FT.0.66 AC.3125,827.74 SQ. FT.0.59 AC.3227,045.49 SQ. FT.0.62 AC.4429,223.64 SQ. FT.0.67 AC.4326,404.81 SQ. FT.0.61 AC.4227,645.31 SQ. FT.0.63 AC.4128,074.33 SQ. FT.0.64 AC.4029,254.70 SQ. FT.0.67 AC.3926,115.87 SQ. FT.0.60 AC.3826,245.92 SQ. FT.0.60 AC.3729,829.95 SQ. FT.0.68 AC.3633,202.53 SQ. FT.0.76 AC.3530,666.44 SQ. FT.0.70 AC.3427,509.17 SQ. FT.0.63 AC.3336,015.93 SQ. FT.0.83 AC.5525,552.55 SQ. FT.0.59 AC.5628,143.12 SQ. FT.0.65 AC.4527,034.49 SQ. FT.0.62 AC.OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)WILD TURKEY WAY(50' PUBLIC RIGHT-OF-WAY)VAN W
INKLE
STREET
(50
'
PUBL
IC
R
IGHT
-OF
-WAY
)
NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C2.1
MATCHLINE
-
SEE
SHEET
C2
.2MATCHLINE - SEE SHEET C2.2MATCHLINE
-
SEE
SHEET
C2
.2
MATCHLINE - SEE SHEET C2.4
MATCHLINE - SEE SHEET C2.415' UTILITYEASEMENT, (TYP.)HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM) 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT252FLARED END SECTIONSPOT ELEVATIONCATCH BASINDROP INLETJUNCTION BOXPROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250TC250.00250.60TOP OF CURBELEVATIONSSILT FENCE/TREE PROTECTION FENCETPLIIMITS OF DISTURBANCELDGRADING LEGENDLIMITS OFDISTURBANCE, (TYP.)SWALE2 FT BOTTOM3:1 SIDE SLOPES 20' PROPOSEDSTORM DRAINAGEEASEMENT8226,331.12 SQ. FT.0.60 AC.85
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030+0031+0032+0033+0034+0034+50.60260257257 261258
2552552
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LDFES601FES600FES501FES500FES201
FES200FES301FES401FES400FES30018" RCP18" RCP 24" RCP24" RCPSTORM STRUCTURE TABLESTRUC. #FES200FES201FES300FES301FES400FES401FES500FES501TOP245.49245.93239.75240.50239.79240.29247.75248.39INV.242.25242.75237.00237.75236.00236.75245.00245.64DESC.Flared End SectionFlared End SectionFlared End SectionFlared End SectionFlared End SectionFlared End SectionFlared End SectionFlared End SectionSTORM PIPE TABLEPIPE #200300400500DIA18"24"18"24"FROM - TOFES201 - FES200FES301 - FES300FES401 - FES400FES501 - FES500UPSTREAMINVERT242.75237.75236.75245.64DOWNSTREAMINVERT242.25237.00236.00245.00SLOPE-1.02%1.38%-1.46%1.12%LENGTH48.83 LF54.54 LF51.41 LF56.99 LFDESCRIPTION18" RCP24" RCP18" RCP24" RCPCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
GRADING PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C2.42022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 5466548,906.29 SQ. FT.1.12 AC.6466,007.84 SQ. FT.1.52 AC.6332,001.76 SQ. FT.0.73 AC.6225,569.27 SQ. FT.0.59 AC.6131,554.75 SQ. FT.0.72 AC.6033,555.65 SQ. FT.0.77 AC.5933,421.18 SQ. FT.0.77 AC.5832,409.11 SQ. FT.0.74 AC.5728,356.91 SQ. FT.0.65 AC.5034,373.41 SQ. FT.0.79 AC.5132,542.7 SQ. FT.0.75 AC.5227,673.35 SQ. FT.0.64 AC.5333,953.48 SQ. FT.0.78 AC.5427,834.28 SQ. FT.0.64 AC.4626,006.18 SQ. FT.0.60 AC.4726,000.00 SQ. FT.0.60 AC.4825,881.81 SQ. FT.0.59 AC.4932,087.71 SQ. FT.0.74 AC.NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.OLD
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)WILD TURKEY WAY(50' PUBLIC RIGHT-OF-WAY)REMAINING TRACTFMR INVESTMENTS, LLCDB: 3971; PG:30438.21 ACRESOLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C2.3MATCHLINE - SEE SHEET C2.415' UTILITYEASEMENT, (TYP.)HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM) 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENTEXISTING FIELDLOCATED WETLAND 20' PROPOSEDSTORM DRAINAGEEASEMENT252FLARED END SECTIONSPOT ELEVATIONCATCH BASINDROP INLETJUNCTION BOXPROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250TC250.00250.60TOP OF CURBELEVATIONSSILT FENCE/TREE PROTECTION FENCETPLIIMITS OF DISTURBANCELDGRADING LEGENDLIMITS OFDISTURBANCE, (TYP.)SWALE2 FT BOTTOM4:1 SIDE SLOPES 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENTSWALE2 FT BOTTOM4:1 SIDE SLOPESSWALE2 FT BOTTOM4:1 SIDE SLOPESSWALE2 FT BOTTOM3:1 SIDE SLOPES5625,552.55 SQ. FT.0.59 AC.7831,381.75 SQ. FT.0.72 AC.7354,715.33 SQ. FT.1.26 AC.7230,853.91 SQ. FT.0.71 AC.7159,612.28 SQ. FT.1.37 AC.7044,586.21 SQ. FT.1.02 AC.6940,808.22 SQ. FT.0.94 AC.6830.198.46 SQ. FT.0.69 AC.6729,499.51 SQ. FT.0.68 AC.6628,329.68 SQ. FT.0.65 AC. 20' PROPOSEDSTORM DRAINAGEEASEMENTSWALE2 FT BOTTOM4:1 SIDE SLOPESPERMANENT ROCKRIPRAP LINERCLASS I RIPRAPMIN. DEPTH = 18"PERMANENT ROCKRIPRAP LINERCLASS I RIPRAPMIN. DEPTH = 18"7763,993.16 SQ. FT.1.47 AC.7630,174.13 SQ. FT.0.69 AC.7532,536.66 SQ. FT.0.75 AC.7437,623.26 SQ. FT.0.86 AC.77
27026026
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LDLDLDLDLDLD LDLDCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
OVERALL EROSION
CONTROL PLAN - PHASE 1
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.02022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONTPPPPPPPTPTPPPPPPPPPTransformerBankEPKBentEISEISEISEISEx. AxleBent EISEISEISEISEISEISEIPEISEISEx. AxleCPCPCPCPCPCPCPCPCPCPEISEx. AxleEIS 0.25' Eastof property lineEIS 0.19' Northof property lineEIS 0.25' Eastof property lineEISL-1L-2L-3L-4L-5L-6L-7L-8L-9L-1060' Public R/WRWD Properties LTDMary D. HowardDeed Book 2084, Page 504Deed Book 2487, Page 546Anna B. FerraraDeed Book 3716, Page 48Map Number 2013-59Astri O. ByrdDeed Book 3938, Page 389Map Number 2016-293Randall Scott ByrdDeborah Jean BuchananDeed Book 3333, Page 87Map Number 2015-233Deed Book 337, Page 308Deed Book 295, Page 508Deed Book 295, Page 32Darlene H. CampbellDeed Book 1996, Page 513Map Number 2010-860Sean J. CampbellElaine Slan Letrent et alDeed Book 709, Page 112Estate File 18-E-547Eldon Flimmon Sloan, Jr.Plat Cabinet 1, Slide 130L-11L-12L-132050' ± to C/LintersectionSR 1229 & SR 125131.62'536.86'600.09'599.77'58.49'215.16'S 56°29'13"E
41.27'808.13
'137.48
'210.11
'164.27
'561.22'S 72°14'25
"W338.52'217.25'71.34'1001.90'434.86'343.11'30.16'N 20°51'07"W 2098.61' (Total)N 18°09'19"W716.35'S 72°15
'15"W
1881.21
' (To
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l)S 21°38'05"E738.76'S 20°37'27"E 2041.98' (Total)EIS 0.23' Northof property lineHARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)NAD830
300'SCALE 1"=150'150'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MCDOUGALD ROAD(S.R. 1229 - 60' PUBLIC RIGHT-OF
-WAY
)EXISTING FIELD LOCATEDWETLAND (0.70 AC.)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)EXISTING FIELD LOCATEDWETLAND (0.02 AC.)of property lineEIS 0.40' WestEXISTING FIELD LOCATEDWETLAND (0.14 AC.)EXISTING FIELDLOCATED WETLANDPHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:1.A LAND DISTURBANCE PRE-CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY WORK ISDONE AT THE SITE. ARRANGE A PRE-CONSTRUCTION MEETING WITH THE OWNER, CONTRACTOR,OWNER'S ENGINEER, AND A REPRESENTATIVE FROM NCDEQ - DEMLR. A 48 HOURS NOTICE ISREQUIRED.2.OBTAIN LAND DISTURBANCE (GRADING) PERMIT.3.INSTALL CROSS PIPE AT ENTRANCE AND CONSTRUCTION ENTRANCE. GRADE ROADSIDE SIDE DITCHAS SHOWN ON GRADING PLAN. IMMEDIATELY STABILIZE DITCH WITH SOD ONCE GRADING ISCOMPLETE.4.INSTALL TREE PROTECTION FENCE, SILT FENCE, SILT FENCE OUTLETS, TEMPORARY DIVERSIONS,WATTLES, SEDIMENT TRAPS AND SEDIMENT SKIMMER BASINS WITHIN SITE.5.ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES.6.IMMEDIATELY SEED AND STABILIZE SIDE SLOPES OF SEDIMENT TRAPS AND SKIMMER BASINS PERSEEDING SCHEDULE.7.CALL FOR AN EROSION CONTROL COMPLIANCE INSPECTION ONCE ALL EROSION CONTROLMEASURES HAVE BEEN INSTALLED & ALL DISTURBED AREAS HAVE BEEN STABILIZED.8.BEGIN CLEARING, GRUBBING AND REMOVAL OF TOPSOIL AND UNDERCUT SOIL AS REQUIRED BYGEOTECHINCAL ENGINEER. THIS IS A CUT SITE AND WILL REQUIRE ALL REFUSE MATERIAL (INCLUDINGTREES, TOPSOIL, UNDERCUT SOIL THAT CANNOT BE USED IN FILL SLOPES) TO BE DISPOSED OFOFFSITE. CONTRACTOR SHALL NOTIFY NCDEQ OF THE LOCATION OF OFFSITE STOCKPILES, WHICHWILL REQUIRE AN EROSION CONTROL PERMIT AND REQUIRED TO BE LOCATED IN AN UPLAND AREA.9.INSTALL CROSS PIPES 1-5 AND VELOCITY DISSIPATORS AS NEEDED. IMMEDIATELY STABILIZE AREAAROUND STORM DRAINAGE PIPES WITH SOD.10.BEGIN GRADING WITHIN THE PROPOSED RIGHT-OF-WAY. DIVERSION LOCATION IS THE SAME AS THEROADSIDE DITCH. ADJUST DIVERSIONS VERITICALLY AS NECESSARY UNTIL FINAL DITCH GRADE ISACHIEVED.11.CLEAN SKIMMER BASINS AND SEDIMENT TRAPS WHEN 12 FULL AND CHECK FOR MAINTENANCE OF ALLEROSION CONTROL DEVICES WEEKLY OR AFTER EVERY 12" OF RAIN.12.SEED AND MULCH DENUDED AREAS, ALL DIVERISIONS AND DITCHES, AND ALL SLOPES WITHIN 7 DAYSAND 14 DAYS FOR ALL OTHER AREAS.13.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY.14.STABILIZE ALL DISTURBED AREAS WITH TEMPORARY GRASS SEEDING UNTIL PERMANENT GROUNDCOVER IS ESTABLISHED.15.PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE I MEASURES HAVE BEENINSPECTED AND APPROVED BY A REPRESENTATIVE FROM NCDEQ.GENERAL EROSION AND SEDIMENT CONTROL NOTES:1.ALL CONSTRUCTION SHALL COMPLY WITH HARNETT COUNTY, NCDOT AND NCDEQ STANDARDS ANDSPECIFICATIONS.2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALLTIMES.3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THECONTRACTOR TO FINES AND PENALTIES ISSUED BY NCDEQ.4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURETO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADECHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORKDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OFTHE GEOTECHNICAL ENGINEER.6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIESSHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUNDFEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALLEXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TOCOMMENCING ACTIVITY ON SITE.7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORKDAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.8.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENTRUNOFF.9.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOILFROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITEBORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUSTBE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATIONOF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN UPLANDAREA.10.THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATEROUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH RAINEVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONSAND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTHFOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIREDTO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELFINSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES(SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION” REPORTS WILL BE MAINTAINEDALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHEDINSPECTION RECORDS ARE TO BE FORWARDED TO NCDEQ ENVIRONMENTAL SERVICES AND ALLTEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR ISRESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BEAPPROVED BY NCDEQ PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATIONCONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BYTHE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THEAPPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMITNUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.11.SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREASWHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALLOUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THEDURATION OF CONSTRUCTION.LIMTS OF DISTURBANCE = 14.00 AC.GROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSF252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL MAINTENANCE NOTES:INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER EVERY SIGNIFICANTRAINFALL (12 INCH OR GREATER) EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.1.SILT FENCE- SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOMEINEFFECTIVE, REPLACE IT PROMPTLY.- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FORTHE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMININGTHE FENCE DURING CLEANOUT.- REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREATO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZED.2.SILT FENCE OUTLETS- CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURINGSEDIMENT REMOVAL. REPLACE STONE AS NEEDED.3.RIPRAP OUTLET STRUCTURE (DISSIPATOR)- IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEENDISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.4.CONSTRUCTION ENTRANCE- MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVINGTHE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN ITOUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.5.ROCK PIPE INLET PROTECTION- REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINALDIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OFTHE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA ANDREPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.- CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONEHORSESHOE MUST BE REPLACED IMMEDIATELY.- AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLENDWITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION)6.EXCELSIOR WATTLE/COMPOST SOCK- REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE WATTLE/COMPOST SOCK MUST BEREPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE WATTLE/SOCK MAY NEEDTO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE WATTLE/SOCK NEEDSTO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE WATTLE/COMPOST SOCK SHALL BEINSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HASBEEN PERMANENTLY STABILIZED.7.TEMPORARY DIVERSION- IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREAPROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITHTHE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.8.TEMPORARY SLOPE DRAINS- WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAYBE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZEDAPPROPRIATELY.9.SKIMMER SEDIMENT BASIN- REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENTACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THATTHE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE SKIMMER OR THE fiRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOMOF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.- REPAIR THE BAFflES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFflES IF WATER IS flOWING UNDERNEATHOR AROUND THEM.- IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THEROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE flOW. IFTHIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIfiCE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.- IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIfiCE CAN BE REMOVED AND THE OBSTRUCTIONCLEARED WITH A PLUMBER'S SNAKE OR BY flUSHING WITH WATER. BE SURE AND REPLACE THE ORIfiCEBEFORE REPOSITIONING THE SKIMMER.- CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THATSPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOREROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARYREPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.- FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BETAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.10.TEMPORARY SEDIMENT TRAP-REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENTHAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE SEDIMENT THAT ISREMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE GRAVEL FACETHAT IS IMPAIRED BY SEDIMENT. -CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THEDEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FET BELOW THE LOW POINT OF THEEMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVEDESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.-AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTUREAND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, AND STABILIZEPROPERLY.11.POROUS BAFFLES- BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.- REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOIDDAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUTOPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.- AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALLBAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, ANDSTABILIZE IT.12.ROLLED EROSION CONTROL MATTING- GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCURBENEATH THE RECP.- ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUNDSHALL BE REPAIRED AND STAPLED.- IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXEDAND THE ERODED AREA PROTECTED.- MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED13.STOCKPILES- SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCEEROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATERFROM RUNNING UNDERNEATH THE PLASTIC.- IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE(BUILDER, ETC.) THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY NCDEQ OF A NEWRESPONSIBLE PARTY FOR THAT STOCKPILE.- THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON ACONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.- ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHEREPRACTICAL).14.GRASS LINED CHANNELS-DURING THE ESTABLISHMENT PERIOD, CHECK GRASS-LINED CHANNELS AFTER EVERY RAINFALL.AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHCK IT AFTER EVERY HEAVYRAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THECHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING ANDSCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNEDCARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCEIT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.15.SODDING-AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOTZONE AND PREVENT DORMANCY OF THE SOD.-DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT SHOULDBE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED.-AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSOREQUIRE LIME. FOLLOW SOIL TESTING RECOMMENDATIONS WHEN POSSIBLE, OR USE THE RATES INTABLE 6.12B.17.RIPRAP AND PAVED CHANNELS-INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKEREPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECTIONS AND OTHERPOINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROADCROSSINGS, AND LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKEREPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY,VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR DURING OUT-OF-BANKFLOW.EROSION CONTROL LEGENDSEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONSEDIMENTTRAP (ST-2)SKIMMER SEDIMENTBASIN (SSB-7)SKIMMER SEDIMENTBASIN (SSB-9)LIMITS OFDISTURBANCE, (TYP.)TEMPORARYSTOCKPILESKIMMER SEDIMENTBASIN (SSB-1)SKIMMER SEDIMENTBASIN (SSB-4)SKIMMER SEDIMENTBASIN (SSB-3)SKIMMER SEDIMENTBASIN (SSB-5)SKIMMER SEDIMENTBASIN (SSB-6)SKIMMER SEDIMENTBASIN (SSB-8)ROCK PIPE INLETPROTECTION, (TYP.)ROCK PIPE INLETPROTECTION, (TYP.)
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LD EXISTING FIELD LOCATEDWETLAND (0.70 AC.)CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 1
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.12022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONNAD83 PPMA
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(60
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-OF
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)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)0SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130LIMITS OFDISTURBANCE, (TYP.)SILT FENCE/TREEPROTECTION FENCE, (TYP.)CONSTRUCTIONENTRANCE, (TYP.)12" EXCELSIORWATTLE, (TYP.)(100 FOOT SPACING)SKIMMER SEDIMENT BASIN (SSB-1) SUMMARYREQUIRED STORAGE VOLUME1530 CU. FT.PROVIDED STORAGE VOLUME4110 CU. FT.REQUIRED SURFACE AREA1500 SQ. FT.PROVIDED SURFACE AREA1860 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION255'TOP OF BERM ELEVATION260'BOTTOM OF TRAP LENGTH52 FT.BOTTOM OF TRAP WIDTH17 FT.SIDE SLOPES2:1SPILLWAY LENGTH4 FT.DRAINAGE AREA1.42 AC.DISTURBED AREA0.85 AC.SKIMMER SIZE2.50 INCHORIFICE SIZE1.25 INCHSILT FENCE,(TYP.)SILT FENCEOUTLET, (TYP.)TD1 / TD2 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSF252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL LEGENDCOIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER SEDIMENTBASIN (SSB-1)SEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONSEDIMENT TRAP (ST-1)DRAINAGE AREA. DA = 1.42 AC.DISTURBED AREA = 0.85 AC.SKIMMER, (TYP.)20 MIL PVC IMPERMEABLEMEMBRANE LINER
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RCPFES700TOP 254.36INV OUT 251.8518" RCPFES701TOP 254.75INV IN 252.40CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 1
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.22022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546MATCHLINE - SEE SHEET C3.1EXISTING FIELD LOCATEDWETLAND (0.02 AC.)NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MATCHLINE - SEE SHEET C3.3MATCHLINE
-
SEE
SHEET
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.3MATCHLINE - SEE SHEET C3.3HARNETT COUNTY30' PERENNIALSTREAM BUFFERMCDOUGALD ROAD(60' PUBLIC RIGHT-OF-WAY)HARNETT COUNTY30' PERENNIALSTREAM BUFFERSILT FENCE,(TYP.)STABILIZE AREA OVER CROSS PIPEWITH ROLLED SOD IMMEDIATELYUPON CONSTRUCTIONVELOCITYDISSIPATOR PAD12'(L)x7'(W)x18''(D) (MIN.)CLASS B RIPRAPGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSF252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL LEGENDTEMPORARY SEDIMENT TRAP (ST-2) SUMMARYREQUIRED STORAGE VOLUME3060 CU. FT.PROVIDED STORAGE VOLUME3540 CU. FT.REQUIRED SURFACE AREA1320 SQ. FT.PROVIDED SURFACE AREA1670 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION247'TOP OF BERM ELEVATION252'BOTTOM OF TRAP LENGTH50 FT.BOTTOM OF TRAP WIDTH15 FT.SIDE SLOPES2:1SPILLWAY LENGTH4 FT.DRAINAGE AREA0.85 AC.DISTURBED AREA0.85 AC.LIMITS OFDISTURBANCE, (TYP.)SILT FENCE/TREEPROTECTION FENCE, (TYP.)CONSTRUCTIONENTRANCE, (TYP.)12" EXCELSIORWATTLE, (TYP.)(50 FOOT SPACING)TD4 - LINE WITH ROLLEDSOD IMMEDIATELY UPONCONSTRUCTION.TD7 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETSILT FENCEOUTLET, (TYP.)COIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SEDIMENTTRAP (ST-2)12" EXCELSIORWATTLE, (TYP.)TD8 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETSEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONSTABILIZE DITCH WITH ROLLEDSOD IMMEDIATELY UPONCONSTRUCTION OF DRIVEWAY PIPETD6 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD5 - TEMP.DIVERSION DITCHLINE WITH NORTHAMERICAN GREENS75BN BIONETSEDIMENT TRAP (ST-2)DRAINAGE AREA. DA = 0.85 AC.DISTURBED AREA = 0.85 AC.SKIMMER SEDIMENT BASIN (SSB-3)DRAINAGE AREA. DA = 5.65 AC.DISTURBED AREA = 1.11 AC.VELOCITYDISSIPATOR PAD12'(L)x7'(W)x18''(D) (MIN.)CLASS B RIPRAPTD3 - LINE WITH ROLLEDSOD IMMEDIATELY UPONCONSTRUCTION.STABILIZE DITCH WITH ROLLEDSOD IMMEDIATELY UPONCONSTRUCTION OF DRIVEWAY PIPESKIMMER SEDIMENTBASIN (SSB-3)SKIMMER SEDIMENT BASIN (SSB-3) SUMMARYREQUIRED STORAGE VOLUME1998 CU. FT.PROVIDED STORAGE VOLUME11830 CU. FT.REQUIRED SURFACE AREA4870 SQ. FT.PROVIDED SURFACE AREA4880 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION251'TOP OF BERM ELEVATION256'BOTTOM OF TRAP LENGTH120 FT.BOTTOM OF TRAP WIDTH25 FT.SIDE SLOPES2:1SPILLWAY LENGTH15 FT.DRAINAGE AREA5.65 AC.DISTURBED AREA1.11 AC.SKIMMER SIZE4.00 INCHORIFICE SIZE1.75 INCHSILT FENCEOUTLET, (TYP.)COIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER, (TYP.)20 MIL PVC IMPERMEABLEMEMBRANE LINER
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1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 1
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.32022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C3.1
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SHEET
C3
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MATCHLINE - SEE SHEET C3.4
MATCHLINE - SEE SHEET C3.4HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)SKIMMER SEDIMENT BASIN (SSB-4) SUMMARYREQUIRED STORAGE VOLUME2232 CU. FT.PROVIDED STORAGE VOLUME5260 CU. FT.REQUIRED SURFACE AREA1700 SQ. FT.PROVIDED SURFACE AREA2300 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION252'TOP OF BERM ELEVATION257'BOTTOM OF TRAP LENGTH65 FT.BOTTOM OF TRAP WIDTH25 FT.SIDE SLOPES2:1SPILLWAY LENGTH4 FT.DRAINAGE AREA1.85 AC.DISTURBED AREA1.24 AC.SKIMMER SIZE2.50 INCHORIFICE SIZE1.25 INCH252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDSILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSFSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL LEGENDGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SILT FENCE,(TYP.)12" EXCELSIORWATTLE, (TYP.)(100 FOOT SPACING)SILT FENCEOUTLET, (TYP.)TD10 / TD11 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICAN GREENS75BN BIONETCOIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER SEDIMENTBASIN (SSB-4)TD8 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETLIMITS OFDISTURBANCE, (TYP.)TD12 / TD13A - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICAN GREENS75BN BIONET12" EXCELSIORWATTLE, (TYP.)(50' SPACING)TD6 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETSEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONTD9 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD17 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONET12" EXCELSIORWATTLE, (TYP.)(100 FOOT SPACING)SKIMMER SEDIMENTBASIN (SSB-3)DRAINAGE AREA. DA = 1.85 AC.DISTURBED AREA = 1.24 AC.SKIMMER SEDIMENTBASIN (SSB-3)DRAINAGE AREA. DA = 5.65 AC.DISTURBED AREA = 1.11 AC.SKIMMER, (TYP.)SKIMMER SEDIMENTBASIN (SSB-3)20 MIL PVCIMPERMEABLEMEMBRANE LINER
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LD LD LDLDLDLDLD FES200TOP 245.49INV OUT 242.2518" RCPFES201TOP 245.93INV IN 242.75FES300TOP 239.75INV IN 237.0024" RCPFES301TOP 240.50INV OUT 237.75FES401TOP 240.29INV IN 236.7518" RCPFES400TOP 239.79INV OUT 236.00FES500TOP 247.75INV IN 245.0024" RCPFES501TOP 248.39INV OUT 245.64CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 1
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.42022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C3.3MATCHLINE - SEE SHEET C3.4HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)EXISTING FIELDLOCATED WETLANDVELOCITYDISSIPATOR PAD9'(L)x5'(W)x18"(D)CLASS B RIPRAPSKIMMER SEDIMENT BASIN (SSB-7) SUMMARYREQUIRED STORAGE VOLUME5454 CU. FT.PROVIDED STORAGE VOLUME14740 CU. FT.REQUIRED SURFACE AREA5680 SQ. FT.PROVIDED SURFACE AREA5820 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION224'TOP OF BERM ELEVATION229'BOTTOM OF TRAP LENGTH100 FT.BOTTOM OF TRAP WIDTH40 FT.SIDE SLOPES2:1SPILLWAY LENGTH20 FT.DRAINAGE AREA8.94 AC.DISTURBED AREA3.03 AC.SKIMMER SIZE4.00 INCHORIFICE SIZE2.00 INCHSILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSFSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL LEGEND252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))VELOCITYDISSIPATOR PAD12'(L)x7'(W)x18''(D) (MIN.)CLASS B RIPRAP12" EXCELSIORWATTLE, (TYP.)(50 FOOT SPACING)12" EXCELSIORWATTLE, (TYP.)(50 FOOT SPACING)TD9 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTERMINATE DIVERSION WITH 12"EXCELSIOR WATTLE PRIOR TOSILT FENCE OUTLET, (TYP.)TD12 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD13A - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN C125BN BIONETTD15 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN C125BN BIONET12" EXCELSIORWATTLE, (TYP.)SILT FENCEOUTLET, (TYP.)COIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER SEDIMENTBASIN (SSB-9)SILT FENCEOUTLET, (TYP.)COIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER SEDIMENTBASIN (SSB-7)LIMITS OFDISTURBANCE, (TYP.)SEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONSILT FENCEOUTLET, (TYP.)TEMPORARYSTOCKPILETD17 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD14/16A - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICAN GREENS75BN BIONETTD13B - TEMP.DIVERSION DITCHLINE WITH NORTHAMERICAN GREENC125BN BIONETSKIMMER, (TYP.)SKIMMER, (TYP.)SKIMMER SEDIMENTBASIN (SSB-5)DRAINAGE AREA. DA = 4.36 AC.DISTURBED AREA = 1.57 AC.SKIMMER SEDIMENT BASIN (SSB-7)DRAINAGE AREA. DA = 8.94 AC.DISTURBED AREA = 3.03 AC.SKIMMER SEDIMENTBASIN (SSB-10)DRAINAGE AREA. DA = 4.34 AC.DISTURBED AREA = 0.64 AC.SKIMMER SEDIMENTBASIN (SSB-6)DRAINAGE AREA. DA = 6.95 AC.DISTURBED AREA = 2.09 AC.SKIMMER SEDIMENTBASIN (SSB-8)DRAINAGE AREA. DA = 8.78 AC.DISTURBED AREA = 2.59 AC.SKIMMER SEDIMENTBASIN (SSB-9)DRAINAGE AREA. DA = 4.38 AC.DISTURBED AREA = 0.64 AC.TD18 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONET50' (MIN.)SKIMMER SEDIMENT BASIN (SSB-5) SUMMARYREQUIRED STORAGE VOLUME2826 CU. FT.PROVIDED STORAGE VOLUME7600 CU. FT.REQUIRED SURFACE AREA2990 SQ. FT.PROVIDED SURFACE AREA3260 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION237'TOP OF BERM ELEVATION242'BOTTOM OF TRAP LENGTH90 FT.BOTTOM OF TRAP WIDTH20 FT.SIDE SLOPES2:1SPILLWAY LENGTH10 FT.DRAINAGE AREA4.36 AC.DISTURBED AREA1.57 AC.SKIMMER SIZE3.00 INCHORIFICE SIZE1.50 INCHSTABILIZE AREA OVER CROSS PIPEWITH ROLLED SOD IMMEDIATELYUPON CONSTRUCTIONSKIMMER SEDIMENTBASIN (SSB-5)COIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER, (TYP.)STABILIZE AREA OVER CROSSPIPE WITH ROLLED SODIMMEDIATELY UPONCONSTRUCTIONSTABILIZE AREA OVER CROSS PIPEWITH ROLLED SOD IMMEDIATELYUPON CONSTRUCTIONSKIMMER SEDIMENT BASIN (SSB-6) SUMMARYREQUIRED STORAGE VOLUME3762 CU. FT.PROVIDED STORAGE VOLUME15340 CU. FT.REQUIRED SURFACE AREA6160 SQ. FT.PROVIDED SURFACE AREA6170 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION232'TOP OF BERM ELEVATION247'BOTTOM OF TRAP LENGTH135 FT.BOTTOM OF TRAP WIDTH30 FT.SIDE SLOPES2:1SPILLWAY LENGTH20 FT.DRAINAGE AREA6.95 AC.DISTURBED AREA2.09 AC.SKIMMER SIZE4.00 INCHORIFICE SIZE2.00 INCHSKIMMER SEDIMENTBASIN (SSB-6)COIR BAFFLES(700 g/m^2, MIN)SKIMMER, (TYP.)SKIMMER SEDIMENTBASIN (SSB-8)SKIMMER SEDIMENT BASIN (SSB-8) SUMMARYREQUIRED STORAGE VOLUME4662 CU. FT.PROVIDED STORAGE VOLUME19300 CU. FT.REQUIRED SURFACE AREA7250 SQ. FT.PROVIDED SURFACE AREA7610 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION231'TOP OF BERM ELEVATION236'BOTTOM OF TRAP LENGTH150 FT.BOTTOM OF TRAP WIDTH35 FT.SIDE SLOPES2:1SPILLWAY LENGTH25 FT.DRAINAGE AREA8.78 AC.DISTURBED AREA2.59 AC.SKIMMER SIZE5.00 INCHORIFICE SIZE2.25 INCHCOIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER SEDIMENT BASIN (SSB-9) SUMMARYREQUIRED STORAGE VOLUME1152 CU. FT.PROVIDED STORAGE VOLUME7210 CU. FT.REQUIRED SURFACE AREA2990 SQ. FT.PROVIDED SURFACE AREA3100 SQ. FT.SEDIMENT STORAGE DEPTH3.5 FT.TOTAL DEPTH5.0 FT.BOTTOM ELEVATION246'TOP OF BERM ELEVATION251'BOTTOM OF TRAP LENGTH85 FT.BOTTOM OF TRAP WIDTH20 FT.SIDE SLOPES2:1SPILLWAY LENGTH10 FT.DRAINAGE AREA4.38 AC.DISTURBED AREA0.64 AC.SKIMMER SIZE3.00 INCHORIFICE SIZE1.50 INCH20 MIL PVC IMPERMEABLEMEMBRANE LINERROCK PIPE INLETPROTECTION, (TYP.)ROCK PIPE INLETPROTECTION, (TYP.)ROCK PIPE INLETPROTECTION, (TYP.)20 MIL PVC IMPERMEABLEMEMBRANE LINER20 MIL PVC IMPERMEABLEMEMBRANE LINER20 MIL PVCIMPERMEABLEMEMBRANELINERVELOCITYDISSIPATOR PAD12'(L)x7'(W)x18"(D)CLASS B RIPRAPVELOCITYDISSIPATOR PAD12'(L)x7'(W)x18"(D)CLASS B RIPRAP
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1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 2
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.52022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONTPPPPPPPTPTPPPPPPPPPTransformerBankEPKBentEISEISEISEISEx. AxleBent EISEISEISEISEISEISEIPEISEISEx. AxleCPCPCPCPCPCPCPCPCPCPEISEx. AxleEIS 0.25' Eastof property lineEIS 0.19' Northof property lineEIS 0.25' Eastof property lineEISL-1L-2L-3L-4L-5L-6L-7L-8L-9L-1060' Public R/WRWD Properties LTDMary D. HowardDeed Book 2084, Page 504Deed Book 2487, Page 546Anna B. FerraraDeed Book 3716, Page 48Map Number 2013-59Astri O. ByrdDeed Book 3938, Page 389Map Number 2016-293Randall Scott ByrdDarlene H. CampbellDeed Book 1996, Page 513Map Number 2010-860Sean J. CampbellElaine Slan Letrent et alDeed Book 709, Page 112Estate File 18-E-547Eldon Flimmon Sloan, Jr.Plat Cabinet 1, Slide 130L-11L-12L-132050' ± to C/LintersectionSR 1229 & SR 125131.62'536.86'600.09'599.77'58.49'215.16'S 56°29'13"E
41.27'808.13
'137.48
'210.11
'164.27
'561.22'S 72°14'25
"W338.52'217.25'71.34'1001.90'434.86'343.11'30.16'N 20°51'07"W 2098.61' (Total)N 18°09'19"W716.35'S 72°15
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1881.21
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l)S 21°38'05"E738.76'S 20°37'27"E 2041.98' (Total)EIS 0.23' Northof property lineHARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)NAD830
300'SCALE 1"=150'150'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MCDOUGALD ROAD(S.R. 1229 - 60' PUBLIC RIGHT-OF
-WAY
)REMAINING TRACTFMR INVESTMENTS, LLCDB: 3971; PG:30438.21 ACRESEXISTING FIELD LOCATEDWETLAND (0.70 AC.)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)EXISTING FIELD LOCATEDWETLAND (0.02 AC.)of property lineEIS 0.40' WestEXISTING FIELD LOCATEDWETLAND (0.14 AC.)EXISTING FIELDLOCATED WETLANDGENERAL EROSION AND SEDIMENT CONTROL NOTES:1.ALL CONSTRUCTION SHALL COMPLY WITH HARNETT COUNTY, NCDOT AND NCDEQ STANDARDS ANDSPECIFICATIONS.2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALLTIMES.3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THECONTRACTOR TO FINES AND PENALTIES ISSUED BY NCDEQ.4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURETO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADECHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORKDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OFTHE GEOTECHNICAL ENGINEER.6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIESSHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUNDFEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALLEXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TOCOMMENCING ACTIVITY ON SITE.7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORKDAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.8.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENTRUNOFF.9.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOILFROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITEBORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUSTBE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATIONOF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN UPLANDAREA.10.THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATEROUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH RAINEVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONSAND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTHFOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIREDTO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELFINSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES(SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION” REPORTS WILL BE MAINTAINEDALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHEDINSPECTION RECORDS ARE TO BE FORWARDED TO NCDEQ ENVIRONMENTAL SERVICES AND ALLTEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR ISRESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BEAPPROVED BY NCDEQ PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATIONCONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BYTHE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THEAPPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMITNUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.11.SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREASWHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALLOUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THEDURATION OF CONSTRUCTION.252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDSEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONLIMITS OFDISTURBANCE, (TYP.)PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:1.AS SUBGRADE STABILIZATION IS COMPLETED, BEGIN INSTALLING UTILITY SERVICES.2.STORE EXCESS EXCAVATED FILL IN THE STOCKPILE LOCATIONS SHOWN ON PLAN.3.AFTER ALL UTILITIES ARE INSTALLED, BEGIN INSTALLING ROADWAY BASE COURSE.4.ALL ROAD SIDE DITCHES MUST BE PERMANENTLY STABILZED PRIOR TO REMOVAL OF THE SEDIMENTSKIMMER BASINS AND TRAPS.5.ONCE FINE GRADING IS COMPLETE, IMMEDIATELY INSTALL EXCELSIOR MATTING ON 3:1 SLOPES.6.AFTER THE DITCHES ARE STABILIZED, SCHEDULE A SITE MEETING WITH NCDEQ TO REMOVE THESEDIMENT BASINS AND ROCK INLET PROTECTION. INSTALL SILT FENCING OR OTHER TEMPORARYMEASURES AS NEEDED PRIOR TO REMOVAL OF BASINS.7.ONCE APPROVED, REMOVE TRAPS, BASINS, SLOPE DRAINS AND ROCK PIPE INLET PROTECTION. FINEGRADE AREAS IN PREPARATION FOR SEEDING.8.AS TRAPS, BASINS, PIPE INLET PROTECTION ARE REMOVED, CONSTRUCT SWALES 1-9 ANDIMMEDIATELY STABILIZE WITH SOD UPON COMPLETED CONSTRUCTION.9.ALL TRANSITIONAL DITCH AREAS (END OF VAN WINKLE STREET, BARTON WAY) DISTURBED DURINGTHE REMOVAL OF THE SEDIMENT BASIN MUST BE IMMEDIATELY STABILIZED WITH SOD OR OTHERAPPROVED PSRM.10.PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREASIMMEDIATELY.11.INSTALL ASPHALT, SOD AND LANDSCAPING PER PLAN.12.PERMANENTLY SEED AND STABILIZE ANY REMAINING DENUDED AREAS AND SLOPES PER PERMANENTSEEDING SCHEDULE.13.WHEN ALL ITEMS ARE COMPLETE, CALL FOR ON-SITE INSPECTION BY NCDEQ - DEMLR FOR PERMITCLOSEOUT. PENDING APPROVAL ENSURE ALL SLOPES AND BARE AREAS ARE PERMANENTLYSTABILIZED AND REMOVE TREE PROTECTION FENCING, SILT FENCE AND ANY OTHER TEMPORARYEROSION CONTROL MEASURES.SEDIMENT TRAP AND BASIN REMOVAL:1)REMOVE SEDIMENT TRAPS ONLY AFTER SITE IS STABILIZED AND WITH PERMISSIONFROM NCDEQ.2)REMOVE RIPRAP AND ALL NON DIRT AND/OR ROCK MATERIAL.3)USE BACKHOE TO FILL IN AND LEVEL BACK TO NATURAL GROUND ELEVATION.4)SEED AND STRAW APPROPRIATELY.5)INSTALL DITCHES/SWALES AND STABILIZE IMMEDIATELY WITH EXCELSIOR MATTING.30' STREETSCAPEBUFFER10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)CHARRED OAK COURT(50' PUBLIC RIGHT-OF-WAY)SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)BLANTON COURT(50' PUBL
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)OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)OLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)TEMPORARYSTOCKPILE1234567891011121314151617181920213334353637383940414243444546474849505152535455565758596061626364656667687071727375767779222324252627282930313280818283848586SKIMMER SEDIMENTBASIN (SSB-1)SEDIMENTTRAP (ST-2)Deborah Jean BuchananDeed Book 3333, Page 87Map Number 2015-233Deed Book 337, Page 308Deed Book 295, Page 508Deed Book 295, Page 32SKIMMER SEDIMENTBASIN (SSB-7)SKIMMER SEDIMENTBASIN (SSB-9)SKIMMER SEDIMENTBASIN (SSB-4)SKIMMER SEDIMENTBASIN (SSB-3)SKIMMER SEDIMENTBASIN (SSB-5)SKIMMER SEDIMENTBASIN (SSB-6)SKIMMER SEDIMENTBASIN (SSB-8)LIMTS OF DISTURBANCE = 14.00 AC.GROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSFSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL MAINTENANCE NOTES:INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER EVERY SIGNIFICANTRAINFALL (12 INCH OR GREATER) EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.1.SILT FENCE- SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOMEINEFFECTIVE, REPLACE IT PROMPTLY.- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FORTHE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMININGTHE FENCE DURING CLEANOUT.- REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREATO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZED.2.SILT FENCE OUTLETS- CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURINGSEDIMENT REMOVAL. REPLACE STONE AS NEEDED.3.RIPRAP OUTLET STRUCTURE (DISSIPATOR)- IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEENDISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.4.CONSTRUCTION ENTRANCE- MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVINGTHE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN ITOUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.5.ROCK PIPE INLET PROTECTION- REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINALDIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OFTHE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA ANDREPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.- CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONEHORSESHOE MUST BE REPLACED IMMEDIATELY.- AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLENDWITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION)6.EXCELSIOR WATTLE/COMPOST SOCK- REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE WATTLE/COMPOST SOCK MUST BEREPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE WATTLE/SOCK MAY NEEDTO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE WATTLE/SOCK NEEDSTO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE WATTLE/COMPOST SOCK SHALL BEINSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HASBEEN PERMANENTLY STABILIZED.7.TEMPORARY DIVERSION- IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREAPROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITHTHE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.8.TEMPORARY SLOPE DRAINS- WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAYBE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZEDAPPROPRIATELY.9.SKIMMER SEDIMENT BASIN- REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENTACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THATTHE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE SKIMMER OR THE fiRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOMOF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.- REPAIR THE BAFflES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFflES IF WATER IS flOWING UNDERNEATHOR AROUND THEM.- IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THEROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE flOW. IFTHIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIfiCE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.- IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIfiCE CAN BE REMOVED AND THE OBSTRUCTIONCLEARED WITH A PLUMBER'S SNAKE OR BY flUSHING WITH WATER. BE SURE AND REPLACE THE ORIfiCEBEFORE REPOSITIONING THE SKIMMER.- CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THATSPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOREROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARYREPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.- FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BETAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.10.TEMPORARY SEDIMENT TRAP-REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENTHAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE SEDIMENT THAT ISREMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE GRAVEL FACETHAT IS IMPAIRED BY SEDIMENT. -CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THEDEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FET BELOW THE LOW POINT OF THEEMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVEDESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.-AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTUREAND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, AND STABILIZEPROPERLY.11.POROUS BAFFLES- BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.- REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOIDDAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUTOPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.- AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALLBAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, ANDSTABILIZE IT.12.ROLLED EROSION CONTROL MATTING- GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCURBENEATH THE RECP.- ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUNDSHALL BE REPAIRED AND STAPLED.- IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXEDAND THE ERODED AREA PROTECTED.- MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED13.STOCKPILES- SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCEEROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATERFROM RUNNING UNDERNEATH THE PLASTIC.- IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE(BUILDER, ETC.) THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY NCDEQ OF A NEWRESPONSIBLE PARTY FOR THAT STOCKPILE.- THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON ACONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.- ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHEREPRACTICAL).14.GRASS LINED CHANNELS-DURING THE ESTABLISHMENT PERIOD, CHECK GRASS-LINED CHANNELS AFTER EVERY RAINFALL.AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHCK IT AFTER EVERY HEAVYRAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THECHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING ANDSCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNEDCARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCEIT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.15.SODDING-AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOTZONE AND PREVENT DORMANCY OF THE SOD.-DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT SHOULDBE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED.-AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSOREQUIRE LIME. FOLLOW SOIL TESTING RECOMMENDATIONS WHEN POSSIBLE, OR USE THE RATES INTABLE 6.12B.17.RIPRAP AND PAVED CHANNELS-INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKEREPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECTIONS AND OTHERPOINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROADCROSSINGS, AND LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKEREPAIRS IMMEDIATELY. 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LD EXISTING FIELD LOCATEDWETLAND (0.70 AC.)CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 2
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.62022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONNAD83 PPMA
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LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 2
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.72022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546MATCHLINE - SEE SHEET C3.6EXISTING FIELD LOCATEDWETLAND (0.02 AC.)NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MATCHLINE - SEE SHEET C3.8MATCHLINE
-
SEE
SHEET
C3
.8MATCHLINE - SEE SHEET C3.8HARNETT COUNTY30' PERENNIALSTREAM BUFFERMCDOUGALD ROAD(60' PUBLIC RIGHT-OF-WAY)HARNETT COUNTY30' PERENNIALSTREAM BUFFERGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSF252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL LEGENDSILT FENCE/TREEPROTECTION FENCE, (TYP.)CONSTRUCTIONENTRANCE, (TYP.)SILT FENCEOUTLET, (TYP.)COIR BAFFLES(700 g/m^2, MIN)SEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONSINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)OLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)BLANTON COURT(50' PUBLIC RIGHT-OF-WAY)10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)30' STREETSCAPEBUFFER30'x30' SIGNEASEMENT, (TYP.)10x70 SIGHT DISTANCETRIANGLE, (TYP.)30' STREETSCAPEBUFFER11121314151617181989888786858483SILT FENCE,(TYP.)VELOCITYDISSIPATOR PAD12'(L)x7'(W)x18''(D) (MIN.)CLASS B RIPRAPLIMITS OFDISTURBANCE, (TYP.)12" EXCELSIORWATTLE, (TYP.)(50 FOOT SPACING)TD7 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETSILT FENCEOUTLET, (TYP.)COIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SEDIMENTTRAP (ST-2)12" EXCELSIORWATTLE, (TYP.)TD8 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD6 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD5 - TEMP.DIVERSION DITCHLINE WITH NORTHAMERICAN GREENS75BN BIONETSWALE (SW-2)TRAPEZOIDAL SHAPE4:1 SIDE SLOPES3' BOTTOM WIDTHSLOPE = 2.50%SWALE (SW-3)TRAPEZOIDAL SHAPE4:1 SIDE SLOPES3' BOTTOM WIDTHSLOPE = 1.45%STABILIZE SW-2 WITHSOD IMMEDIATELYUPON CONSTRUCTIONTD4 - LINE WITH ROLLEDSOD IMMEDIATELY UPONCONSTRUCTION.TD3 - LINE WITH ROLLEDSOD IMMEDIATELY UPONCONSTRUCTION.SKIMMER SEDIMENTBASIN (SSB-3)STABILIZE SW-3 WITHSOD IMMEDIATELYUPON CONSTRUCTION8585
260260
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2
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262
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28
+
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LDLDLDLDLDLDLDLDLD LDLDCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 2
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.82022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C3.6
MATCHLINE
-
SEE
SHEET
C3
.7MATCHLINE - SEE SHEET C3.2MATCHLINE
-
SEE
SHEET
C3
.7
MATCHLINE - SEE SHEET C3.9
MATCHLINE - SEE SHEET C3.9HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDSILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSFSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL LEGENDGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONOLD FASHION WAY(50' PUBLIC RIGHT-OF-WAY)WILD TURKEY WAY(50' PUBLIC RIGHT-OF-WAY)VAN WINKLE
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)8281807920212223242526272829303132444342414039383736353433555645SWALE (SW-4)V-SHAPE3:1 SIDE SLOPESSLOPE = 1.85%12" EXCELSIORWATTLE, (TYP.)(100 FOOT SPACING)SILT FENCEOUTLET, (TYP.)TD10 / TD11 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICAN GREENS75BN BIONETCOIR BAFFLES(700 g/m^2, MIN)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER SEDIMENTBASIN (SSB-4)TD8 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETLIMITS OFDISTURBANCE, (TYP.)TD12 / TD13A - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICAN GREENS75BN BIONET12" EXCELSIORWATTLE, (TYP.)(50' SPACING)TD9 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD17 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONET12" EXCELSIORWATTLE, (TYP.)(100 FOOT SPACING)SKIMMER, (TYP.)SKIMMER SEDIMENTBASIN (SSB-3)STABILIZE SW-4 WITHSOD IMMEDIATELYUPON CONSTRUCTIONSTABILIZE SW-9 WITHSOD IMMEDIATELYUPON CONSTRUCTION85
23+00
24+00
25+00
26+00
27+00
28
+
0
0
2
9
+
0
030+0031+0032+0033+0034+0034+50.60260257257 261258
2552552
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2
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2
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254
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CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL PLAN
PHASE 2
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C3.92022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRWD PROPERTIES LTDMARY D. HOWARDDB: 2084, PG: 504DB: 2487, PG: 546NAD830SCALE 1"=60'120'60'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.ELDON FLIMMON SLOAN, JR.ELAINE SLAN LETRENT ET ALDB: 709, PG: 112ESTATE FILE 18-E-547PC: 1, SL: 130MATCHLINE - SEE SHEET C3.8MATCHLINE - SEE SHEET C3.9HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)EXISTING FIELDLOCATED WETLANDSILT FENCEDUST CONTROLDCLIMIT OF DISTURBANCETEMPORARY DIVERSIONDRAINAGE AREATEMPORARY CONSTRUCTIONENTRANCESILT FENCE OUTLETEXCELSIOR WATTLELDSF/TPSFSILT FENCE/TREE PROTECTIONFENCE COMBINATIONEROSION CONTROL LEGEND252PROPOSED MINOR CONTOURSTORM DRAINAGEEASEMENT LINE250PROPOSED MAJOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURWOODED AREA252250GRADING LEGENDGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))SEE EROSION CONTROL DETAILS FOR SEEDINGSCHEDULE AND SEED BED PREPARATIONOLD
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)REMAINING TRACTFMR INVESTMENTS, LLCDB: 3971; PG:30438.21 ACRESOLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)787776757372717069686766656463626160595857505152535446474849SWALE (SW-5)TRAPEZOIDAL SHAPE4:1 SIDE SLOPES3' BOTTOM WIDTHSLOPE = 2.70%VELOCITYDISSIPATOR PAD9'(L)x5'(W)x18"(D)CLASS B RIPRAPTD16B - PERMANENTROCK RIPRAP LINERCLASS I RIPRAPMINIMUM DEPTH = 18"VELOCITYDISSIPATOR PAD12'(L)x7'(W)x18''(D) (MIN.)CLASS B RIPRAP12" EXCELSIORWATTLE, (TYP.)(50 FOOT SPACING)12" EXCELSIORWATTLE, (TYP.)(50 FOOT SPACING)TD9 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTERMINATE DIVERSIONSWITH 12" EXCELSIORWATTLE PRIOR TO SILTFENCE OUTLET, (TYP.)TD12 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD13A - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN C125BN BIONETTD15 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN C125BN BIONET12" EXCELSIORWATTLE, (TYP.)SILT FENCEOUTLET, (TYP.)SKIMMER SEDIMENTBASIN (SSB-9)SILT FENCEOUTLET, (TYP.)18" TEMPORARYSLOPE DRAIN, (TYP.)SKIMMER SEDIMENTBASIN (SSB-7)LIMITS OFDISTURBANCE, (TYP.)SILT FENCEOUTLET, (TYP.)TEMPORARYSTOCKPILETD17 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETTD14/16A - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICAN GREENS75BN BIONETTD13B - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN C125BN BIONETTD19 - PERMANENTROCK RIPRAP LINERCLASS I RIPRAPMINIMUM DEPTH = 18"TD18 - TEMP. DIVERSION DITCHLINE WITH NORTH AMERICANGREEN S75BN BIONETSWALE (SW-6)TRAPEZOIDAL SHAPE4:1 SIDE SLOPES3' BOTTOM WIDTHSLOPE = 2.00%SWALE (SW-7)TRAPEZOIDAL SHAPE4:1 SIDE SLOPES3' BOTTOM WIDTHSLOPE = 1.50%SWALE (SW-8)TRAPEZOIDAL SHAPE4:1 SIDE SLOPES3' BOTTOMSLOPE = 3.17%SWALE (SW-9)TRAPEZOIDAL SHAPE4:1 SIDE SLOPES3' BOTTOMSLOPE = 2.25%STABILIZE SW-9 WITHSOD IMMEDIATELYUPON CONSTRUCTIONSTABILIZE SW-5 WITHSOD IMMEDIATELYUPON CONSTRUCTIONSTABILIZE SW-6 WITHSOD IMMEDIATELYUPON CONSTRUCTIONSTABILIZE SW-7 WITHSOD IMMEDIATELYUPON CONSTRUCTIONSTABILIZE SW-8 WITHSOD IMMEDIATELYUPON CONSTRUCTIONSKIMMER SEDIMENTBASIN (SSB-9)SKIMMER SEDIMENTBASIN (SSB-8)SKIMMER SEDIMENTBASIN (SSB-6)SKIMMER SEDIMENTBASIN (SSB-5)777477
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1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
OVERALL UTILITY PLAN
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.02022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION30' STREETSCAPEBUFFER10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)TPPPPPPPPPTPTPPPPPPPPPTransformerBankEPKBentEISEISEISEISEx. AxleBent EISEISEISEISEISEIPEISEISEx. AxleCPCPCPCPCPCPCPCPCPCPEISEx. AxleEIS 0.25' Eastof property lineEIS 0.19' Northof property lineEIS 0.25' Eastof property lineEISL-1L-2L-3L-4L-5L-6L-7L-8L-9L-1060' Public R/WRWD Properties LTDMary D. HowardDeed Book 2084, Page 504Deed Book 2487, Page 546Anna B. FerraraDeed Book 3716, Page 48Map Number 2013-59Astri O. ByrdDeed Book 3938, Page 389Map Number 2016-293Randall Scott ByrdDeborah Jean BuchananDeed Book 3333, Page 87Map Number 2015-233Deed Book 337, Page 308Deed Book 295, Page 508Deed Book 295, Page 32Darlene H. CampbellDeed Book 1996, Page 513Map Number 2010-860Sean J. CampbellElaine Slan Letrent et alDeed Book 709, Page 112Eldon Flimmon Sloan, Jr.L-11L-12L-132050' ± to C/LintersectionSR 1229 & SR 125131.62'536.86'600.09'599.77'58.49'215.16'S 56°29'13"E
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'217.25'71.34'1001.90'434.86'343.11'30.16'N 20°51'07"W 2098.61' (Total)N 18°09'19"W716.35'S 72°15'15"W
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)S 21°38'05"E738.76'S 20°37'27"E 2041.98' (Total)EIS 0.23' Northof property lineHARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)HARNETT COUNTYPERENNIAL STREAM BUFFER(30' EITHER SIDE OF STREAM)NAD830
300'SCALE 1"=150'150'ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.MCDOUGALD ROAD(S.R. 1229 - 60' PUBLIC R
IGHT
-OF
-WAY
)CHARRED OAK COURT(50' PUBLIC RIGHT-OF-WAY)SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)BLANTON COURT(50'
PUBLIC
R
IGHT-OF-WAY)
WIL
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T
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(50
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PUBL
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IGHT
-OF
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)OLD FASHIONED WAY(50' PUBLIC RIGHT-OF-WAY)OLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)CourseBearingDistanceL-1N 62°22'36" E215.07'L-2N 62°11'33" E499.98'L-3100.05'L-499.99'L-599.99'L-6100.01'L-799.90'L-8449.84'L-999.98'L-10113.57'L-1131.38'L-1230.53'L-1343.20'N 63°20'56" EN 69°10'07" EN 75°03'50" EN 79°48'17" EN 82°43'43" EN 84°00'45" EN 85°02'19" EN 87°50'32" EN 20°37'27" WN 20°51'07" WN 20°51'07" WREMAINING TRACTWELLER DEVELOPMENTS, LLCDB: 4090; PG:433PB:2013; PG:40338.21 ACRES 20' PROPOSEDSTORM DRAINAGEEASEMENT15' UTILITYEASEMENT, (TYP.)EXISTING FIELD LOCATEDWETLAND (0.70 AC.)EXISTING FIELD LOCATEDWETLAND (0.08 AC.)EXISTING FIELD LOCATEDWETLAND (0.02 AC.) 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENT 20' PROPOSEDSTORM DRAINAGEEASEMENTof property lineEIS 0.40' WestEXISTING FIELD LOCATEDWETLAND (0.14 AC.)EXISTING FIELDLOCATED WETLANDWATER VALVEWATER METERSANITARY SEWER MANHOLESEWER CLEAN-OUTFIRE HYDRANT ASSEMBLYUTILITY LEGENDWSBACKFLOW PREVENTERCOUTILITY NOTES:1.ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTYSTANDARD SPECIFICATIONS AND DETAILS.2.THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD LOCATIONSAND THE BEST AVAILABLE RECORDS. IT IS THE UTILITY CONTRACTOR'S RESPONSIBILITY TOFIELD-VERIFY ACTUAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER.3.UTILITY AND GRADING CONTRACTORS SHALL CALL THE FOLLOWING UTILITY LOCATION SERVICES ATLEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION: NORTH CAROLINA ONE CALL - (800) 632-4949.4.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATEDRELOCATION OR NEW INSTALLATION (I.E. POWER POLES, UNDERGROUND ELECTRIC, TELEPHONEPEDESTALS, WATER METERS, ETC.).5.AS A MINIMUM, PVC PIPE 2 INCH THROUGH 8 INCH SHALL CONFORM TO PRESSURE CLASS 200 PSISTANDARD DIMENSION RATIO SDR 21 AS REQUIRED BY ASTM D2241.6.ALL PIPE UNDER 4 INCH DIAMETER SHALL BEAR THE NSF #61 CERTIFICATION LABEL.7.PVC PIPE SHALL REQUIRE SLIP ON JOINTS WITH RUBBER GASKETS. FITTINGS FOR 4 INCH UP TO 12INCH SHALL BE DI PUSH JOINT IPS/PVC, CLASS 250, ASTM A-536 AND F-477 OR DI MECHANICAL JOINTWITH GRIP RINGS, CLASS 350, AWWA C110.8.ALL TAPPING SLEEVES SHALL BE CONSTRUCTED WITH STAINLESS STEEL MATERIAL AND MEET THEREQUIREMENTS ESTABLISHED IN AWWA STANDARD C223-02. TAPPING SLEEVES SHALL BE ROMACMODEL SST OR APPROVED EQUAL MADE OF STAINLESS STEEL MATERIAL MEETING OR EXCEEDINGTHE REQUIREMENTS OF ANSI/AWWA C220. CAST IRON TAPPING SLEEVES ARE NOT PERMITTED.9.GATE VALVES SHALL BE CAST IRON CONFORMING TO AWWA STANDARD C500 AND RATED FORWORKING PRESSURE OF 200 PSI UP TO 12 INCHES IN DIAMETER. GATE VALVES SHALL BEMECHANICAL JOINT, RESILIENT SEAT TYPE VALVES WITH NON-RISING O-RING SEAL, OPEN LEFT WITH2 INCH SQUARE OPERATING NUT. ALL GATE VALVES SHALL CONFORM TO AWWA STANDARD C509-1OR C515-01.10.ALL 34 INCH WATER SERVICE LINES SHALL BE SDR-9 POLYETHYLENE PLASTIC TUBING OR APPROVEDEQUAL CONFORMING TO AWWA D2737.11.WHEN SERVICE LINES ARE INSTALLED UNDER ROADWAYS OR SIDEWALKS THEY MUST BE INSTALLEDIN A CASING PIPE. 34 INCH WATER SERVICE SHALL BE INSTALLED INSIDE SCH 40 PVC OR STEEL CASINGOF MIN. 2 INCH DIA. 1" WATER SERVICE SHALL BE INSTALLED INSIDE SCH 40 PVC OR STEEL CASING OFMIN. 3 INCH DIA. 2" WATER SERVICE SHALL BE INSTALLED INSIDE SCH 40 PVC OR STEEL CASING OFMIN. 4 INCH DIA. CASINGS SHALL BE SET A MINIMUM OF 3 FEET BELOW FINISHED GRADE.12.JOINTING SYSTEMS SHALL BE ELASTOMERIC GASKET TYPE JOINTS OR PUSH ON JOINTS PROVIDING AWATER TIGHT SEAL. GASKETS FOR FLANGED JOINTS SHALL CONFORM TO ASTM STANDARD C1330AND SHALL BE GRADE 1 RUBBER (NEOPRENE OR OTHER SYNTHETIC RUBBER) FULL FACE TYPE ATLEAST 18" THICK.13.MINIMUM STREET LIGHT SIZE SHALL BE 7,000 LUMEN CLASS OR ITS EQUIVALENT.14.STREET LIGHTS SHALL BE SPACED AT INTERVALS OF 300 FEET FOR RESIDENTIAL SUBDIVISIONSBEGINNING AT THE ENTRANCE.FIRE PROTECTION NOTES:1.ALL FIRE HYDRANTS SHALL BE HARNETT COUNTY PUBLIC UTILITIES AND FIRE CODE OFFICIALAPPROVED.2.NO FIRE HYDRANT SHALL BE INSTALLED ON LESS THAN A 6 INCH MAIN.3.HYDRANTS SHALL HAVE (2) 2 12 INCH AND (1) 4 12 INCH CONNECTIONS WITH THREADS OF THE NATIONALPIPE THREAD TYPE.4.THE UPPER HYDRANT OPERATION STEM WITHIN THE BONNET SHALL BE SEALED AND LUBRICATED BYMEANS OF AN OIL OR GREASE BATH, UNLESS OTHERWISE APPROVED. THE OPERATING NUT SHALL BEPENTAGONAL TYPE MEASURING 1 12" FROM POINT TO FLAT. HYDRANTS SHALL OPEN LEFT.5.ALL HYDRANTS SHALL BE FURNISHED WITH BARREL AND STEM EXTENSIONS AS REQUIRED FOR THEFINAL FIELD LOCATION. NOMINAL MINIMUM BURY WITH BE A DEPTH OF 3 12 FEE. ALL HYDRANTS ATFINISH GRADED SHALL MEASURE 18 INCHES FROM GROUND TO CENTER OF STEAMER CAP.6.WATER LINES SERVICING FIRE HYDRANTS SHALL HAVE AT LEAST 500 GALLONS OF WATER PER MINUTEWITH 20 PSI RESIDUAL PRESSURE.7.THE FIRE CODE OFFICIAL SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEWDEVELOPMENTS AND ANY ALTERATIONS TO THE COUNTY ORDINANCE RELATED TO FIRE HYDRANTSAND FIRE PROTECTION.8.ALL FIRE HYDRANTS SHALL BE LOCATED ON THE RIGHT SIDE OF THE ROADWAY IN WHICHRESPONDING FIRE APPARATUS WOULD TRAVEL INTO SUBDIVISIONS, BEGINNING AT THE MAINENTRANCE TO THE SUBDIVISION.9.IN RESIDENTIAL SUBDIVISIONS, FIRE HYDRANTS SHALL BE LOCATED IN SUCH A MANNER THAT NOPRIMARY STRUCTURE IS FURTHER THAN 500 FEET FROM A HYDRANT. THE DISTANCE BETWEENHYDRANTS SHALL BE MEASURED ALONG STREET CENTERLINES.UTILITY SEPARATION NOTES:MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES:-2' STORM SEWER/OTHER UTILITIES NOT LISTED-2' WATER MAINS (POTABLE WATER OVER POTABLE WATER)-2' RECLAIMED WATER LINES (POTABLE WATER OVER RECLAIMED WATER)- 3' FINAL EARTH GRADE-2' SANITARY SEWERCROSSING A WATER MAIN OVER A SEWER.WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAIDAT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THESEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 24 INCH VERTICAL SEPARATION - IN WHICH CASEBOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THATARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OFCROSSING.CROSSING A WATER MAIN UNDER A SEWER.WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH WATER AND THE SEWERSHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDSFOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPESHALL BE CENTERED AT THE POINT OF CROSSING. THE DESIGN SHALL MAINTAIN VERTICAL SEPARATIONS TOSATISFY STATE MINIMUM REQUIREMENTS WHERE THE DUCTILE IRON PIPE IS USED TO SATSIFY THE HARNETTREGIONAL WATER REQUIREMENTS ABOVE.MINIMUM HORIZONTAL SEPARATION BETWEEN UTILITIES:-3-5' EDGE OF PAVEMENT-5' STORM SEWER, POWER POLES AND OTHER UTILITIES NOT LISTED-10' SANITARY SEWER AND RECLAIMED WATER MAINS OR ASSOCIATED LINES-10' ANY NON-PERMANENT STRUCTURES OR IMPROVEMENTS-25' ANY BUILDING FOUNDATION, BASEMENT, SUBSURFACE STRUCTURE-30' ANY SWIMMING POOLLATERAL SEPARATION OF SEWERS AND WATER MAINSWATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESSLOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE:-THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATERMAIN AT LEAST 2 FEET ABOVE THE TOP OF SEWER-THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONESIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATERMAIN AT LEAST 2' ABOVE THE TOP OF SEWER.SEWER SYSTEM SEPARATION FROM WETLAND (15A NCAC 2T .03059F)SEWER SYSTEMS SHALL BE LOCATED 50 FEET AWAY FROM ALL WETLANDS-WATERS CLASSIFIED WS (EXCEPT WS-1 OR WS-V) B, SA, ORW, HQW, OR SB FROM NORMAL HIGH WATERMARK (OR TIDE ELEVATION) AND WETLANDS - 50 FT.-ALTERNATIVES WHERE SEPARATIONS CANNOT BE ACHIEVED AND FOR ALL OTHER SEPARATIONS,MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS MEETING WATER MAIN STANDARDS (15ANCAC 18C) SHALL BE SPECIFIED.WITH REGARDS TO MANHOLES:-MANHOLES SHALL BE PROVIDED WITH A WATERTIGHT FRAME AND COVER WITH GASKET.-ALL MANHOLE SEAMS SHALL BE EXTERNALLY TAPED/SEALED.-MANHOLES SHALL BE PROVIDED WITH A FULL WATERPROOF INTERIOR COATING/LINING.-WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING OF A FLEXIBLE RUBBER BOOT ORCOMPRESSION TYPE CONNECTOR.-ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH ASTM C1244 “STANDARD TEST METHOD FORCONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL”.-“DOG HOUSE” TYPE MANHOLES SHALL NOT BE USED.-ALL MANHOLES NOT INCLUDED AS PART OF A USACOE 404 PERMIT OR DIVISION 401 CERTIFICATION SHALLMAINTAIN A SEPARATION OF NO LESS THAN 10 FEET FROM WETLANDSUTILITY SERVICE EASEMENT DETAIL1" = 20'LIGHT POLE8" (SDR 21) PVC SS MAINPROPERTY LINE 3/4" DOMESTIC SDR-9 PESERVICE LINEINSTALL (2) 3/4" WATER SERVICE LINESIN A 2" (SCH 40) PVC SLEEVE UNDERROADWAYS AND SIDEWALKS, (TYP.)15' UTILITYEASEMENT, (TYP.)WATER METERS SHALL BE SET 1FOOT FROM RIGHT-OF-WAY AND 3FEET FROM PROPERTY LINE, (TYP.)BORE AND JACK INSTALLATION NOTES:1.THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERAILS, TOOLS, EQUIPMENT, AND PERFORM ALLWORK AND SERVICES NECESSARY FOR OR INCEDENTAL TO THE FURNISHING AND INSTALLATION TOCOMPLETE ALL BORING AND JACKING UNDER THE EXISTING ROADWAY AS SHOWN AND AS SPECIFIED INACCORDANCE WITH PROVISIONS OF THE CONTRACT DOCUMENTS AND COMPLETELY COORDINATEDWITH ALL OTHER TRADES.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK PERFORMED BY THE SUBCONTRACTOR TOMEET ALL NCDOT REQUIREMENTS AND SATISIFY ALL REQUIREMENTS OUTLINED IN HRWSPECIFICATIONS.3.THE CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGES TO EXISTING STREET PAVEMENT ORRIGHT-OF-WAY CAUSED BY THE BORING AND JACKING PROCEDURE.4.AREAS WHERE BORE PITS ARE DUG SHALL BE RESTORED TO THE SAME CONDITION BEFORE THE BOREAND JACK OPERATION STARTED LEAVING THE AREA IN AS GOOD OR BETTER CONDITION ONCE THEWORK IS COMPLETE.5.ANY ANNULAR SPACE EXCEEDING ONE-QUARTER INCH IN WIDTH BETWEEN CASING AND TUNNEL SHALLBE FITTED WITH 1:2 PORTLAND CEMENT MORTOR GROUT, PUMPED INTO THE SPACE FOR FORM A TIGHTFIT BETWEEN CASING AND TUNNEL WALLS.6.ALL WORK ON BORING AND/OR CASING UNDER HIGHWAYS SHALL BE UNDER THE SUPERVISION OF THENCDOT DISTRICT ENGINEER OR HIS AUTHORIZED REPRESENTATIVE WHO SHALL BE NOTIFIED (5) DAYSBEFORE WORK BEGINS.7.CARRIER LINE PIPE AND JOINTS UNDER THE ROADWAY SHALL BE APPROVED AND CONSTRUCTEDSATISFACTORILY TO THE NCDOT DISTRICT ENGINEER. JOINTS MAYBE BE WELDED, SCREWED ORMECHANICAL TYPE. PIPE MUST BE SUPPORTED BY A MINIMUM OF (2) TWO PIPE CARRIER SPACERS PERLENGTH OF PIPE.8.THE INSIDE DIAMETER OF THE CASING PIPE FOR A CARRIER PIPE LESS THAN 6 INCHES IN DIAMETERSHALL NOT BE LESS THAN 2 INCHES GREATER THE THE OUTSIDE DIAMETER OF THE CARRIER PIPE, ANDNOT LESS THAN 4 INCHES GREATER FOR CARRIER PIPES OF 6 INCHES AND LARGER DIAMETER.9.THE CASING PIPE SHALL BE INSTALLED AT A MINIMUM 3 FOOT DEPTH FROM SURFACE OF ROADWAY TOTOP OF PIPE AT THE CLOSEST POINT.10.WHERE ENDS OF THE CASING ARE BELOW GROUND, THEY SHALL BE SUITABLY SEALED TO PROTECTAGAINEST THE ENTRANCE OF FOREIGN MATERIALS.11.DITCH SHORING SHALL BE DONE IN A NEAT, SAFE AND WORKMANLIKE MANNER AS TO PREVENT ANCAVE-INS OR SETTLEMENT OF THE ROADWAY AND AS TO NOT ENDANGER ANY PERSONNEL WORKING INTHE DITCH.12.IN THE EVENT THAT AN OBSTRUCTION IS ENCOUNTERED DURING THE DRY BORING OPERATION, THEAUGER AND SPIRAL WELDED STEEL PIPE ENCASEMENT ARE TO BE WITHDRAWN AND THE VOID IS TO BECOMPLETELY FILLED WITH GROUT AT 25 PSI PRESSURE BEFORE MOVING TO ANOTHER BORINGLOCATION.12345678910111213141516171819202133343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778792223242526272829303132808182838485868788898577
240245250255260265270240245250255260265270254.9255.2256.5255.1257.2258.4259.0259.2259.0258.9258.8258.8258.6258.5258.4258.2
258.0
257.7
257.8
257.3
256.8
256.2
256.1
255.5
255.0
254.9
253.9
254.3
254.2
254.8
255.0
254.8
254.7
254.7
254.7
254.7
254.7
254.7
254.7
254.6
254.7
254.9
254.9
254.6
254.4
254.1
253.8
253.6
253.4
256.54255.72255.80256.05256.30256.55256.80257.05257.31257.56257.79257.96258.05258.07
258.02
257.88
257.68
257.39
257.05
256.70
256.38
256.13
255.94
255.82
255.76
255.77
255.84
255.98
256.18
256.45
256.75
257.01
257.21
257.35
257.42
257.44
257.39
257.28
257.11
256.88
256.58
256.23
255.81
255.33
254.79
254.23
253.679+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50-1.40%1.20%-4.93%-2.00%1.00%PVI STA = 10+00.00PVI ELEV = 256.54PVI STA = 10+10.78PVI ELEV = 256.01PVI STA = 10+30.74PVI ELEV = 255.61
EXISTINGGRADEEXISTING GRADE25' O/S RIGHT36" MIN8" (SDR 21 CLASS 200)PVC WATER MAINPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MIN10' x 10'RECEIVING PITREVERSE TAP EXISTING 6" WATER MAIN WITH 6"TAPPING SLEEVE AND 6" GATE VALVEFIRE HYDRANTASSEMBLY (TYP.)BORE AND JACK 6" DIP WATER LINE WITH 8"STEEL CASING PIPE. (INSTALL 2 PIPE CARRIERSPACERS PER LENGTH OF PIPE MIN.)10' x 20'BORE PIT6"x8"INCREASER8" GATE VALVE8"x2" TEE8" GATE VALVE8"x2" TEEFIRE HYDRANTASSEMBLY (TYP.)8" TEE(3) 8" GATE VALVE8" (SDR 21 CLASS 200)PVC WATER MAIN250' VCK = 96.19A.D. = 2.60%PVI ELEV = 254.95PVI STA = 16+00LOW POINT STA = 16+09.66LOW POINT ELEV = 255.76BVCS = 14+75.00
BVCE = 256.70
EVCS = 17+25.00
EVCE = 256.45
350' VCK = 101.45A.D. = -3.45%PVI ELEV = 258.81PVI STA = 19+21.67HIGH PT STA = 18+68.32HIGH POINT ELEV = 257.44BVCS = 17+46.67
BVCE = 256.71
EVCS = 20+96.67
EVCE = 254.87 200' VCK = 83.22A.D. = -2.40%PVI ELEV = 258.66PVI STA = 13+35HIGH PT STA = 13+18.50HIGH POINT ELEV = 258.08BVCS = 12+35.00BVCE = 257.66
EVCS = 14+35.00
EVCE = 257.2624" (MIN.)FIRE HYDRANTASSEMBLY (TYP.)24" (MIN.)24" RCP30" (MIN.)OHP OHP OHPOHP6'' W 6'' W 6'' W 6'' W 6'' W
8''W8''W8''W8''W8''W8'
'W8''W8'
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CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
OLD FASHIONED WAY
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.12022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION0SCALE 1"=40'80'40'NAD83MAIL KIOSK30' STREETSCAPEBUFFER15' UTILITYEASEMENT, (TYP.)ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.FIRE HYDRANTASSEMBLY, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)OLD FASHIONED WAY(DESIGN SPEED 30 MPH)VERT: 1" = 4'6" TAPPING SLEEVEAND VALVE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)10x70 SIGHT DISTANCETRIANGLE, (TYP.)8"x2" TEE(1) 8" GATE VALVE(1) 2" GATE VALVE8" (SDR 21) PVCWATER MAIN8" WATER MAINSET 5' FROM EOP11192021434481828384859086BLANTON COURT(50' PUBLIC RIGHT-OF-WAY)MCDOUGALD ROAD(60' PUBLIC RIGHT-OF-WAY)OLD FASHIONED WAY(50' PUBLIC
RIGHT-OF-WAY)1230'x30' SIGNEASEMENT, (TYP.)SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)VAN WINKLE STREET(50' PUBLIC RIGHT-OF-WAY)6"x8"INCREASERLIGHT POLE SPACED300 FT. APART, (TYP.)FIRE HYDRANTASSEMBLY, (TYP.)EXISTING FIELDLOCATED WETLANDFIRE HYDRANTASSEMBLY, (TYP.)8" (SDR 21) PVCWATER MAIN8" (SDR 21) PVCWATER MAIN8" TEE(3) 8" GATE VALVE8" WATER MAINSET 5' FROM EOP10x70 SIGHT DISTANCETRIANGLE, (TYP.)8010x70 SIGHT DISTANCETRIANGLE, (TYP.)
230235240245250255260230235240245250255260253.4252.2251.7251.4251.1250.8250.0249.3248.6248.1247.7247.3
247.2
247.1
246.8
246.1
245.5
245.7
245.9
246.1
246.3
246.7
246.4
246.1
246.1
245.6
244.7
243.8
243.0
241.8
241.1
239.9
239.0
238.8
239.5
240.5
240.8
240.0
239.7
253.67253.10252.54251.98251.42250.85250.29249.76249.30248.91248.59248.30
248.01
247.73
247.44
247.15
246.86
246.58
246.29
246.00
245.71
245.42
245.14
244.85
244.56
244.27
243.98
243.70
243.41
243.12
242.83
242.55
242.26
241.97
241.68
241.39
241.11
240.87
240.7721+5022+0023+0024+0025+0026+0027+0028+0029+0030+0031+00-2.25%-1.15%EXISTINGGRADE36" MINEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFTFIRE HYDRANTASSEMBLY (TYP.)FIRE HYDRANTASSEMBLY (TYP.)8"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVE8" (SDR 21 CLASS 200)PVC WATER MAIN100' VCK = 90.94A.D. = 1.10%PVI ELEV = 249.17PVI STA = 23+50LOW POINT STA = 24+00.00LOW POINT ELEV = 248.59BVCS = 23+00.00BVCE = 250.29EVCS = 24+00.00EVCE = 248.59
250' VCK = 46.31A.D. = 5.40%PVI ELEV = 239.64PVI STA = 31+77.58LOW POINT STA = 31+05.90LOW POINT ELEV = 240.77BVCS = 30+52.58
BVCE = 241.0824" (MIN.)24" (MIN.)18" RCP24" RCP8" GATEVALVE (TYP.)8''W
8''W 8''W 8''W8''W8''W8'
'W8''W8''W8''W8''W8''W8''W
6''W
6''W
6''
W
10
+
0
0
1
1
+
0
0
12
+
0
021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+00WW WWWWWWWWWWW W
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50'
20'
CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
OLD FASHIONED WAY
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.22022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION454647484950717273747576777879808182OLD FASHIONED WAY(DESIGN SPEED 30 MPH)OLD FASHIONED WAY(50' PUBLIC RIGHT-OF-WAY)
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W
A
Y
)15' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)FIRE HYDRANTASSEMBLY, (TYP.)8" (SDR 21) PVCWATER MAIN8" WATER MAINSET 5' FROM EOP0SCALE 1"=40'80'40'NAD83VERT: 1" = 4'FIRE HYDRANTASSEMBLY, (TYP.)8"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVE 20' PROPOSEDSTORM DRAINAGEEASEMENT10x70 SIGHT DISTANCETRIANGLE, (TYP.)6" (SDR 21) PVCWATER MAINALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.
8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W10+0029+00 30+00 31+0032+0033+0034+0034+50.6016+00
17+00 18+00
19+00WWWWWW
W
WWW240.3240.3240.1240.3240.6241.0241.7243.2243.9245.7246.5248.2
249.0
249.3
250.2 230235240245250255260230235240245250255260-2.00%3.00%4.25%240.31240.28240.12240.29240.63240.96241.72243.24243.91245.72246.49248.17
249.04
249.34
250.1631+0032+0033+0034+0035+0035+25PVI STA = 34+50.60
PVI ELEV = 249.99
PVI STA = 34+40.60
PVI ELEV = 250.19FIRE HYDRANTASSEMBLY (TYP.)8" (SDR 21 CLASS 200)PVC WATER MAINEXISTINGGRADE36" MINEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFT250' VCK = 46.31A.D. = 5.40%PVI ELEV = 239.64PVI STA = 31+77.58LOW POINT STA = 31+05.90LOW POINT ELEV = 240.77EVCS = 33+02.58EVCE = 244.95
50' VCK = 40.03A.D. = -1.25%PVI ELEV = 248.71PVI STA = 33+91.08HIGH PT STA = 34+16.08HIGH POINT ELEV = 249.45BVCS = 33+66.08BVCE = 247.64
EVCS = 34+16.08
EVCE = 249.4524" MIN18" RCP8"x8"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVE-2.15%-3.27%1.00%269.95
269.76
269.73
269.27
268.74
268.20
267.66
267.12
266.58
266.05
265.51
264.97
264.43
263.89
263.36
262.82 255260265270275280285255260265270275280285271.3
271.2
269.9
269.5
269.6
269.1
268.4
267.9
267.4
266.9
266.6
266.1
265.7
265.1
264.5
264.0
263.4
262.99+5010+0011+0012+0013+0014+0014+75PVI STA = 10+00.00
PVI ELEV = 269.95
PVI STA = 13+97.40
PVI ELEV = 262.34
PVI STA = 10+10.00
PVI ELEV = 269.62TAP EXISTING 6" WATER MAIN WITH 6"TAPPING SLEEVE AND 6" GATE VALVEFIRE HYDRANTASSEMBLY (TYP.)BORE AND JACK 6" DIP WATER LINE WITH 8"STEEL CASING PIPE. (INSTALL 2 PIPE CARRIERSPACERS PER LENGTH OF PIPE MIN.)10' x 20'BORE PIT2" (SDR 21 CLASS 200)PVC WATER MAINEXISTINGGRADE36" MINEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFT44' VCK = 14.00A.D. = -3.15%PVI ELEV = 269.95PVI STA = 10+43.51HIGH PT STA = 10+35.42HIGH POINT ELEV = 269.80BVCS = 10+21.47
BVCE = 269.73
EVCS = 10+65.56
EVCE = 269.4810' x 10'RECEIVING PIT6"x2" REDUCER30" MIN2" GATEVALVE2" GATE VALVE2"BLOW OFF WITH2" GATE VALVEOHP OHP OHP OHP
6'' W 6'' W 6'' W 6'' W 6'' W
OHP2''W2''W2''W2''W10+0011+0012+0013+0013+97.40W
W
WWW
W WWWW 6''WCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
OLD FASHIONED WAY
CHARRED OAK COURT
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.32022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION123456789105152686970507172MCDOUGALD ROAD
(60' PUBLIC RIGHT-OF-WAY)CHARRED OAK COURT(50' PUBLIC RIGHT-OF-WAY)OLD FASHIONED WAY(50' PUBLIC RIGHT-OF-WAY)50'
20'15' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)8" (SDR 21) PVCWATER MAIN8" WATER MAINSET 10' FROM EOP0SCALE 1"=40'80'40'NAD83VERT: 1" = 4'FIRE HYDRANTASSEMBLY, (TYP.) 20' PROPOSEDSTORM DRAINAGEEASEMENTWILD TURKEY WAY
(50' PUBLIC RIGHT-OF-WAY)15' UTILITYEASEMENT, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)FIRE HYDRANTASSEMBLY, (TYP.)2" WATER MAINSET 5' FROM EOP6" (SDR 21) PVCWATER MAINOLD BARTONWAY(50' PUBLIC RIGHT-OF-WAY)8"x6" TEE(1) 8" GATE VALVE(1) 6" GATE VALVE8"x8"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVE8" (SDR 21) PVCWATER MAIN6" (SDR 21) PVCWATER MAINOLD FASHIONED WAY(DESIGN SPEED 30 MPH)CHARRED OAK COURT(DESIGN SPEED 25 MPH)50'20'6" TAPPING SLEEVEAND VALVE, (TYP.)10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x30' SIGNEASEMENT, (TYP.)6"x2"REDUCER10x70 SIGHT DISTANCETRIANGLE, (TYP.)ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.0SCALE 1"=40'80'40'NAD83VERT: 1" = 4'2" BLOW OFFASSEMBLY, (TYP.)
25025526026527027525025526026527027510+0011+0012+0013+0013+75100' VCK = 50.00A.D. = -2.00%PVI ELEV = 263.96PVI STA = 12+00HIGH PT STA = 12+50.00HIGH POINT ELEV = 264.46BVCS = 11+50.00BVCE = 262.46EVCS = 12+50.00EVCE = 264.46258.1258.9259.7260.4261.2262.0262.8263.5263.9264.3264.6265.0265.3258.06258.71259.46260.21260.96261.71262.46263.15263.71264.15264.46264.71
264.96 2.00%3.00%1.00%PVI STA = 10+00.00PVI ELEV = 258.06PVI STA = 10+10.00PVI ELEV = 258.26 PVI STA = 13+00.00
PVI ELEV = 264.962" (SDR 21 CLASS 200)PVC WATER MAIN2" GATEVALVE8"x6" TEEEXISTINGGRADEPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MINEXISTING GRADE25' O/S RIGHT2"BLOW OFF WITH2" GATE VALVE8''W8''W8''W8''W 2''W10+0012+00 13+00 14+00 15+0010+0011+0012+0013+00WWWWWWWWW 2''W2''W2''W2''W2''W
258.02
257.34
256.59
255.89
255.27
254.73
254.28
253.91
253.62
253.37 150' VCK = 75.00A.D. = 2.00%PVI ELEV = 254.39PVI STA = 11+23.44LOW POINT STA = 11+98.40LOW POINT ELEV = 253.64BVCS = 10+48.49
BVCE = 256.64
EVCS = 11+98.40
EVCE = 253.64
258.1
257.4
256.6
255.9
255.2
254.7
255.0
254.2
253.9
253.7 2452502552602652452502552602659+7510+0011+0012+0013+00-2.30%-3.00%-1.00%PVI STA = 10+00.00
PVI ELEV = 258.02
PVI STA = 10+10.00
PVI ELEV = 257.79
PVI STA = 12+33.56
PVI ELEV = 253.292" (SDR 21 CLASS 200)PVC WATER MAINEXISTINGGRADEEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MIN2" GATE VALVE8"x6" TEE2"BLOW OFF WITH2" GATE VALVE8''W8''W8''W8''W2''W2''W2''W2''W10+0011+0012+0012+33.56
12+0013+00
14+00 10+00WWW
W2''WW121314 15161718878889CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
SINGLE BARREL COURT
BLANTON WAY
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.42022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONBLANTON COURT(50' PUBLIC
RIGHT-OF-WAY)SINGLE BARREL COURT(50' PUBLIC RIGHT-OF-WAY)191115' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)8" (SDR 21) PVCWATER MAIN2" WATER MAINSET 5' FROM EOPFIRE HYDRANTASSEMBLY, (TYP.)8"x2" TEE(1) 8" GATE VALVE(1) 2" GATE VALVE2" (SDR 21) PVCWATER MAIN10x70 SIGHT DISTANCETRIANGLE, (TYP.)50'20'8"x2" TEE(1) 8" GATE VALVE(1) 2" GATE VALVE8" (SDR 21) PVCWATER MAIN2" BLOW OFFASSEMBLY, (TYP.)OLD FASHIONED WAY(50' PUBLIC RIGHT-OF-WAY)ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.9086SINGLE BARREL COURT(DESIGN SPEED 30 MPH)BLANTON COURT(DESIGN SPEED 25 MPH)0SCALE 1"=40'80'40'NAD83VERT: 1" = 4'15' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)2" WATER MAINSET 5' FROM EOP8"x6" TEE(1) 8" GATE VALVE(1) 2" GATE VALVE10x70 SIGHT DISTANCETRIANGLE, (TYP.)50'20'8"x6" TEE(1) 8" GATE VALVE(1) 2" GATE VALVE8" (SDR 21) PVCWATER MAIN2" BLOW OFFASSEMBLY, (TYP.)FIRE HYDRANTASSEMBLY, (TYP.)OLD FASHIONED WAY
(50' PUBLIC RIGHT-OF-WAY)2" (SDR 21) PVCWATER MAIN0SCALE 1"=40'80'40'NAD83VERT: 1" = 4'
8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W10+0011+0012+0013+0014+0015+0016+0017+0018+0019+008''W8''W8''W8''W 8''W
17+00 18+00 19+00
10+00 11+00WWW WWWWWWWW
W
W
W
W
W
W
WW
400' VCK = 160.00A.D. = -2.50%PVI ELEV = 264.43PVI STA = 16+15.49HIGH PT STA = 16+55.49HIGH POINT ELEV = 263.23BVCS = 14+15.49
BVCE = 261.43
EVCS = 18+15.49
EVCE = 262.43245250255260265 270275245250255260265270275254.7255.4256.0256.3256.8257.2257.5258.0258.6259.2259.5
259.7
259.8
260.1
260.3
260.7
261.0
261.1
261.3
261.6
261.8
262.0
262.1
262.3
262.4
262.5
262.7
262.6
262.6
262.5
262.4
262.2
262.1
261.8
261.6
261.5
261.2
257.49256.87256.50256.45256.70257.08257.45257.83258.20258.58258.95
259.33
259.70
260.08
260.45
260.83
261.20
261.57
261.91
262.22
262.48
262.70
262.89
263.03
263.14
263.20
263.23
263.22
263.17
263.08
262.95
262.79
262.58
262.34
262.09
261.84
261.5910+0011+0012+0013+0014+0015+0016+0017+0018+0019+00-3.20%-2.00%1.50%PVI STA = 10+00.00PVI ELEV = 257.49 PVI STA = 10+10.00PVI ELEV = 257.17
8" TEE(3) 8" GATE VALVEEXISTINGGRADEEXISTING GRADE25' O/S RIGHT8" (SDR 21 CLASS 200)PVC WATER MAINPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MIN8" (SDR 21 CLASS 200)PVC WATER MAIN8" TEE(3) 8" GATE VALVE36" MIN70' VCK = 19.98A.D. = 3.50%PVI ELEV = 256.13PVI STA = 10+61.90LOW POINT STA = 10+66.93LOW POINT ELEV = 256.43BVCS = 10+26.90BVCE = 256.83EVCS = 10+96.90EVCE = 256.66
37383940414222232425262728CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
VAN WINKLE STREET
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.52022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.15' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)8" WATER MAINSET 5' FROM EOP8" TEE(3) 8" GATE VALVE10x70 SIGHT DISTANCETRIANGLE, (TYP.)8" (SDR 21) PVCWATER MAINFIRE HYDRANTASSEMBLY, (TYP.)OLD FASHIONED WAY(50' PUBLIC RIGHT-OF-WAY)8" (SDR 21) PVCWATER MAIN50'
20'VAN WINKLE STREET(50' PUBLIC RIGHT-OF-WAY)WILD TURKEY WAY
(50' PUBLIC RIGHT-OF-WAY)FIRE HYDRANTASSEMBLY, (TYP.)6" WATER MAINSET 5' FROM EOP8" (SDR 21) PVCWATER MAINVAN WINKLE STREET(DESIGN SPEED 25 MPH)8" TEE(3) 8" GATE VALVE20210SCALE 1"=40'80'40'NAD83VERT: 1" = 4'4443
8''
W
8''
W
8''
W
8''W8''W8''W 14+0015+0016+008''W8''W8''W8''W8'
'W8''W8''W8''W8''W6''W
6''W
33
+
0
0
34
+
0
0
34+
5
0
.
6
010+0011+0012+0013+0014+0015+0016+0017+0018+0019+00WWWW
WWWWW
W
W
W
WWWWWWWWWW235240245250255260265270235240245250255260265270262.6262.0261.5261.0260.4259.9259.4258.9258.5258.2258.0
257.7
257.5
257.4
257.4
257.2
256.9
256.5
256.1
255.7
255.2
254.3
253.4
252.5
251.7
251.0
250.4
250.1
250.0
250.0
250.1
250.3
250.4
251.2
251.4
251.3
251.9 100' VCK = 66.48A.D. = -1.50%PVI ELEV = 255.41PVI STA = 15+05.44HIGH PT STA = 14+55.44HIGH POINT ELEV = 255.91BVCS = 14+55.44
BVCE = 255.91
EVCS = 15+55.44
EVCE = 254.16 100' VCK = 79.47A.D. = 1.26%PVI ELEV = 258.24PVI STA = 12+21.68LOW POINT STA = 12+71.68LOW POINT ELEV = 257.74BVCS = 11+71.68BVCE = 259.37
EVCS = 12+71.68
EVCE = 257.74
225' VCK = 45.00A.D. = 5.00%PVI ELEV = 248.58PVI STA = 17+78.74LOW POINT STA = 17+78.74LOW POINT ELEV = 249.99BVCS = 16+66.24
BVCE = 251.39
EVCS = 18+91.24
EVCE = 251.39
263.21262.67262.11261.54260.98260.42259.85259.29258.78258.34257.99
257.71
257.46
257.21
256.96
256.71
256.46
256.21
255.96
255.69
255.32
254.85
254.30
253.67
253.05
252.42
251.80
251.18
250.68
250.31
250.08
249.99
250.04
250.22
250.55
251.02
251.619+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+00-2.00%-2.25%-1.00%-2.50%PVI STA = 10+00.00PVI ELEV = 263.21PVI STA = 10+10.00PVI ELEV = 263.01FIRE HYDRANTASSEMBLY (TYP.)8"x8"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVEEXISTINGGRADEEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MIN8" (SDR 21 CLASS 200)PVC WATER MAIN6" (SDR 21 CLASS 200)PVC WATER MAIN24" MIN24" RCP24" MIN8" TEE(3) 8" GATE VALVECarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
WILD TURKEY WAY
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.72022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONVAN WINKLE STREET(50' PUBLIC RIGHT-OF-WAY)WILD TURKEY WAY(50' PUBLIC RIGHT-OF-WAY)OL
D
F
A
S
H
I
O
N
E
D
W
A
Y
(50
'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)404151525354550SCALE 1"=40'80'40'NAD83VERT: 1" = 4'15' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)50'20'FIRE HYDRANTASSEMBLY, (TYP.)6" WATER MAINSET 5' FROM EOP8" (SDR 21) PVCWATER MAIN3956575859607071LIGHT POLE SPACED300 FT. APART, (TYP.)FIRE HYDRANTASSEMBLY, (TYP.)10x70 SIGHT DISTANCETRIANGLE, (TYP.)8"x8"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVE6" (SDR 21) PVCWATER MAINWILD TURKEY WAY(DESIGN SPEED 25 MPH)8" TEE(3) 8" GATE VALVE
2202252302352402452502202252302352402452509+5010+0011+0012+0013+0013+65.35PVI STA = 10+00.00
PVI ELEV = 242.44
PVI STA = 10+10.00
PVI ELEV = 242.84
PVI STA = 13+65.35
PVI ELEV = 233.00 105' VCK = 29.98A.D. = -3.50%PVI ELEV = 242.06PVI STA = 10+87.56HIGH PT STA = 10+35.06HIGH POINT ELEV = 242.59BVCS = 10+35.06
BVCE = 242.59
EVCS = 11+40.06
EVCE = 239.704.00%-1.50%-1.00%-4.50%239.3
238.4
238.6
240.3
240.3
240.2
239.2
237.5
235.7
234.1
233.6
233.0
232.2
231.7
231.3
231.0
242.44
242.69
242.40
241.92
241.24
240.34
239.25
238.13
237.00
235.96
235.11
234.45
233.98
233.60
233.23
233.00 2"BLOW OFF WITH2" GATE VALVE6"x2" REDUCER6" (SDR 21 CLASS 200)PVC WATER MAINEXISTINGGRADEEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MIN100' VCK = 33.26A.D. = 3.01%PVI ELEV = 234.72PVI STA = 12+50.75LOW POINT STA = 13+00.75LOW POINT ELEV = 233.97BVCS = 12+00.75
BVCE = 236.97
EVCS = 13+00.75
EVCE = 233.978"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVE8''W
8''W
8''W
8''W
6''W6''W6''W6''W10+0011+0012+0013+0013+65.3528+00
29+00
30+00
WWW18+0019+0020+0021+0022+0023+0024+0024+78.998''W8''W8''W8''W8''W6''W6''W6''WWWWWWW
W
WW WW
W
W19+0020+0021+0022+0023+0024+0024+78.99245250255260265270275245250255260265270275261.2261.0260.8260.6260.4260.1259.9259.7259.4259.2259.0258.8258.6258.4258.1
258.0
257.9
257.8
257.7
257.8
257.8
257.5
257.4
257.2257.2
261.23261.00260.79260.60260.35260.09259.86259.65259.44259.23259.01258.80258.57258.35
258.14
258.02
257.90
257.76
257.67
257.77
257.80
257.50
257.35
257.20257.18 FIRE HYDRANTASSEMBLY (TYP.)2"BLOW OFF8"x6" REDUCER6" GATE VALVEEXISTINGGRADEEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MIN8" (SDR 21 CLASS 200)PVC WATER MAIN6" (SDR 21 CLASS 200)PVC WATER MAIN100' VCK = 40.00A.D. = 2.50%PVI ELEV = 256.36PVI STA = 24+22.66LOW POINT STA = 24+12.66LOW POINT ELEV = 256.66BVCS = 23+72.66
BVCE = 256.86
EVCS = 24+72.66
EVCE = 257.11-1.00%1.50%PVI STA = 24+78.99
PVI ELEV = 257.2115" RCP24" MIN6"x2" REDUCER6"GATE VALVE3334353629303132CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
VAN WINKLE STREET
OLD BARTON WAY
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.62022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.2" BLOW OFFASSEMBLY, (TYP.)373839272815' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)50'20'FIRE HYDRANTASSEMBLY, (TYP.)8" WATER MAINSET 5' FROM EOP8" (SDR 21) PVCWATER MAINVAN WINKLE STREET(DESIGN SPEED 25 MPH)VAN WINKLE STREET(50' PUBLIC RIGHT-OF-WAY)8"x6" REDUCER2" GATE VALVEOLD FASHIONED WAY(50' PUBLIC RIGHT-OF-WAY)OLD BARTON WAY(50' PUBLIC RIGHT-OF-WAY)2" BLOW OFFASSEMBLY, (TYP.)15' UTILITYEASEMENT, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)LIGHT POLE SPACED300 FT. APART, (TYP.)FIRE HYDRANTASSEMBLY, (TYP.)6" WATER MAINSET 5' FROM EOP6" (SDR 21) PVCWATER MAIN8"x6" TEE(2) 8" GATE VALVE(1) 6" GATE VALVE7273740SCALE 1"=40'80'40'NAD83VERT: 1" = 4'OLD BARTON WAY(DESIGN SPEED 25 MPH)10x70 SIGHT DISTANCETRIANGLE, (TYP.)8" (SDR 21) PVCWATER MAIN0SCALE 1"=40'80'40'VERT: 1" = 4'NAD8350'
20'PLACE 6" BELL RESTRAINTHARNESS AT EACH JOINT WITHIN105' FROM TEMPORARY BLOW-OFF6"x2" REDUCER6" GATE VALVEPLACE 6" BELL RESTRAINTHARNESS AT EACH JOINT WITHIN105' FROM TEMPORARY BLOW-OFF6"x2" REDUCER2" GATE VALVE
235240245250255260265270235240245250255260265270251.9
253.1
253.3
253.8
253.9
254.0
254.0
254.0
253.8
253.5
253.5
253.0
251.61
252.24
252.86
253.47
253.93
254.19
254.25
254.11
253.81
253.48
253.16
252.8319+0020+0021+0022+0022+50EXISTINGGRADEEXISTING GRADE25' O/S RIGHTPROPOSEDGRADEEXISTING GRADE25' O/S LEFT36" MINFIRE HYDRANTASSEMBLY (TYP.)2" (SDR 21 CLASS 200)PVC WATER MAIN6" (SDR 21 CLASS 200)PVC WATER MAIN120' VCK = 31.58A.D. = -3.80%PVI ELEV = 254.77PVI STA = 20+26.20HIGH PT STA = 20+45.15HIGH POINT ELEV = 254.25BVCS = 19+66.20
BVCE = 253.27
EVCS = 20+86.20
EVCE = 253.992.50%-1.30%PVI STA = 21+94.32
PVI ELEV = 252.586"x2" REDUCER2" GATE VALVE2"BLOW OFF WITH2" GATE VALVE6''W6''W6''W19+0020+0021+0021+94.32WWWWW
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2''W2''WW
W
CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
WILD TURKEY WAY
12 IN WATERLINE
PLAN & PROFILE
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C4.82022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION2" BLOW OFFASSEMBLY, (TYP.)15' UTILITYEASEMENT, (TYP.)3/4" DOMESTIC SDR-9 PESERVICE LINE, (TYP.)INSTALL (2) 3/4" WATER SERVICELINES IN A 2" (SCH 40) PVC SLEEVEUNDER ROADWAYS, (TYP.)50'20'FIRE HYDRANTASSEMBLY, (TYP.)6" WATER MAINSET 5' FROM EOP6" (SDR 21) PVCWATER MAINNAD83WILD TURKEY WAY(50' PUBLIC RIGHT-OF-WAY)0SCALE 1"=40'80'40'VERT: 1" = 4'6"x2" REDUCER2" GATE VALVE6" (SDR 21) PVCWATER MAIN59606162636465666768WILD TURKEY WAY(DESIGN SPEED 25 MPH)
24"x30" R2-1 SPEED LIMIT SIGN DETAILNOT TO SCALE30" R1-1 STOP SIGN DETAILNOT TO SCALESTANDARD TRAFFIC CONTROL AND STREET SIGN DETAILNOT TO SCALEMETAL BENCH DETAILNOT TO SCALEMETAL TRASH CAN DETAILNOT TO SCALECarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEETCONSTRUCTIONDRAWINGS WELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
SUBDIVISION DETAILS
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C6.02022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONRECOMMENDED ROAD CONNECTION TO STATE MAINTAINED ROAD DETAILNOT TO SCALE6" CONCRETE (3,000 PSI)SUBGRADE(COMPACTED TO 98% DENSITY)RECOMMENDED CUL-DE-SAC DETAILNOT TO SCALECONCRETE SIDEWALK DETAILNOT TO SCALE
CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
CONSTRUCTIONDRAWINGSWELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
STORM DRAINAGE DETAILS
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C6.12022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.OUTLET BARREL VELOCITY DISSIPATORENDWALL PERNCDOT STD. 838.80(SEE DETAIL)ENDWALL PERNCDOT STD. 838.80(SEE DETAIL)D"Ø O-RING RCPAAPLANSECTION A-A4" FILTER BLANKETT" LAYER OF CLASS"X" RIP-RAP(SEE CHART ABOVEFOR THICKNESS)FILTER BLANKET(SEE NOTE)NOTES:1.A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOILFOUNDATION. THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4" THICKLAYER OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER WEAVE 700 ORAPPROVED EQUIVALENTD"Ø O-RING RCPW'L'DIMENSIONS9.05.1L (FEET)W (FEET)T (INCHES)18(SEE CHART ABOVEFOR WIDTH)(SEE CHART ABOVEFOR LENGTH)D (INCHES)18X (CLASS)BXY'D' Ø RCP'D' Ø RCPPERMANENT SOIL REINFORCEMENT MATTINGSTANDARD ROLL WIDTH. PSRM SHALL BESEEDED WITH VEGETATION AT INSTALLATIONLINER: CLASS 'X' RIPRAPWITH TYPE 2 FILTER FABRIC3 x D3 x D2:1 SLOPE2:1
SLOPETMIN. 1 FT TUCKPSRM FLUSH WITHNATURAL GROUNDPREFORMED SCOUR HOLE DETAILEX 18" RCPSTRUCTURE158.51830BFES10063.91218BFES300DIMENSIONS12.5012.50X (FEET)Y (FEET)T (FEET)2D (INCHES)18X (LINER CLASS)BFES200STRUCTUREN.T.S.N.T.S.
TEMPORARY SILT FENCE DETAILNOT TO SCALETEMPORARY SILT / TREE PROTECTION FENCE DETAILNOT TO SCALETEMPORARY SILT FENCE OUTLET DETAILNOT TO SCALE TEMPORARY SLOPE DRAIN DETAILNOT TO SCALEEROSION CONTROL MATTING/BLANKET INSTALLATION DETAILNOT TO SCALETEMPORARY CONSTRUCTION ENTRANCE DETAILNOT TO SCALECarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEETCONSTRUCTIONDRAWINGS WELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL DETAILS
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C6.22022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONCONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICEFOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FORVEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARETHOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDINGRATE COMBINATIONS ARE POSSIBLE.***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIREDPERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROWOVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BESHADED OUT.AUG 15 - NOV 1NOV 1 - MAR 1MAR 1 - APR 15APR 15 - JUN 30JUL 1 - AUG 15TALL FESCUETALL FESCUE& ABRUZZI RYETALL FESCUEHULLED COMMON BERMUDAGRASSTALL FESCUE AND***BROWNTOP MILLET***OR SORGHUM-SUDAN HYBRIDS300 LBS/ACRE300 LBS/ACRE25 LBS/ACRE300 LBS/ACRE25 LBS/ACRE120 LBS/ACRE35 LBS/ACRE30 LBS/ACRESLOPES (3:1 TO 2:1)SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)MAR 1 - JUN 1(MAR 1 - APR 15)(MAR 1 - JUN 30)JUN 1 - SEP 1SEP 1 - MAR 1(NOV 1 - MAR 1)ADD ABRUZZI RYEAND TALL FESCUESERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)***OR SORGHUM-SUDAN HYBRIDS***BROWNTOP MILLET***TALL FESCUE ANDOR ADD HULLED COMMON BERMUDAGRASSADD TALL FESCUESERICEA LESPEDEZA (SCARIFIED)25 LBS/ACRE120 LBS/ACRE70 LBS/ACRE30 LBS/ACRE35 LBS/ACRE120 LBS/ACRE25 LBS/ACRE120 LBS/ACRE50 LBS/ACREDATETYPEPLANTING RATE &SEEDING SCHEDULESEEDBED PREPARATIONGOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. AGOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM. WHERE HYDROSEEDINGMETHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OFLARGE CLODS AND STONES.LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY)OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THERATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATEINTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE,APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIMESHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER ISUSED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSESURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGEclods.IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN ITJUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS.GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING(PRACTICE 6.03, SURFACE ROUGHENING).PLANT SELECTIONSELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR SEEDINGIN LATE WINTER AND EARLY SPRING, TABLE 6.10B FOR SUMMER, AND TABLE 6.10C FORFALL.IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES OFSUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE RECOMMENDATIONSFOR FALL AND A SECURELY TACKED MULCH.SEEDINGEVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER,OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES 6.10A-6.10C. BROADCASTSEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENTCANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THEDIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION.SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES ANDLEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKINGOR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER.HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.MULCHINGTHE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMALCONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS(PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONS INCLUDE:•SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDEREDADEQUATE FOR THIS USE),•SLOPES STEEPER THAN 3:1,•EXCESSIVELY HOT OR DRY WEATHER,•ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND•AREAS RECEIVING CONCENTRATED FLOW.IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS,ANCHOR MULCH WITH NETTING (PRACTICE 6.14, MULCHING)EXCELSIOR WATTLE DETAILNOT TO SCALE
···TEMPORARY SKIMMER BASINNOT TO SCALETEMPORARY SKIMMER BASINNOT TO SCALETEMPORARY SKIMMER DETAILNOT TO SCALETEMPORARY DIVERSION DITCH DETAILNOT TO SCALETEMPORARY SEDIMENT TRAPNOT TO SCALEBAFFLE (TYP.)INLET FLOWEARTHEN EMBANKMENT5' CREST WIDTHINLET ZONEFIRST CHAMBER25% OF SURFACE AREASECOND CHAMBER25% OF SURFACE AREAPERSPECTIVE VIEWTOP VIEWOUTLET, SEE DETAIL 20.05.2SUPPORT ROPETO WIRE TOPREVENT SAGGING4'MAXSUPPORT POST24" INTO BOTTOMOR SIDESDESIGN LIFE OF FABRICIS 6-12 MONTHSBAFFLE DETAILEXTEND BAFFLES UP SIDES ASTO NOT ALLOW FLOW AROUNDTHE ENDS.OUTLET ZONE25% OF SURFACEAREAMAINTENANCE:REPAIR/REPLACE BAFFLES WHEN THEYCOLLAPSE, TEAR OR DECOMPOSE.3'minSTAKE TO SUPPORT WIRECOIR MESH OR JUTE, TRENCHEDINTO BOTTOM AND SIDEOUTLETINLETREMOVE SEDIMENT WHEN CELL IS 1/2 FULL.25% OF SURFACE AREASTABLE TRANSITION REQUIREDTO THE BASE OF THE SLOPEMAX. 2:1 SIDE SLOPESMIN. LENGTH:WIDTH RATIO - 2:1FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.CONTROL PLANNING AND DESIGN MANUAL1. 3 BAFFLES (MIN) BETWEEN INLET & OUTLET.2. SEE N.C. DEQ EROSION AND SEDIMENT 3. LOCATE SEDIMENT INFLOW TO THE BASIN AWAY FROM THE DAM TO PREVENT SHORT CIRCUITS FROM INLETS TO OUTLETS4. AT A MINIMUM, SEED, STRAW & TACK APPLICATION REQUIRED FOR SITE INSPECTION APPROVAL5. TRAPS MUST BE STABILIZED IMMEDIATELY UPON CONSTRUCTION AND PRIOR TO SITE INSPECTION APPROVALNOTES:5 FTMIN2:
1
2:15 FTMAXOVERFILL 6"FOR SETTLEMENTNATURALGROUND3 FTMIN5 FTMAX FILL2:1 SIDE SLOPE MAX1:1 SIDE SLOPEMAX10 FT MINDESIGN SETTLEDTOP3600 CU FT/ACREFILTERFABRICFILTERFABRICCROSS SECTION21" MIN EMERGENCY BYPASS6" BELOW SETTLED TOP OF DAM12" MIN. N.C.D.O.T. #5 OR #57WASHED STONE1.5' MIN1
:
12' MIN TO3.5' MAXDESIGN CRITERIASUMMARY:PRIMARY SPILLWAY:MAXIMUM DRAINAGE AREA:MINIMUM VOLUME:MINIMUM SURFACE AREA:MINIMUM L/W RATIO:MINIMUM DEPTH:MAXIMUM HEIGHT:DEWATERING MECHANISM:MINIMUM DEWATERING TIME:BAFFLES REQUIRED:ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.PLAN VIEWMIN WEIR (COR)10'9-14"STONE1.5 FTCONTROL PLANNING AND DESIGN MANUALFOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.STONE SPILLWAY<5 ACRES3600 CU FT PER ACRE OF DISTURBED AREA435 SQ FT PER CFS OF Q25 PEAK FLOW2:13.5 FEET, 1.5FEET EXCAVATED BELOW GRADEWEIR ELEVATION 3.5 FEET ABOVE GRADESTONE SPILLWAYN/A3 MINIMUM (COIR OR JUTE) MESHMAINTENANCE:STRUCTURE LIFE LIMITEDTO 2 YEARSNOTES:BASINS LESS THAN 20' IN LENGTH MAYUSE BAFFLES.SEE N.C. DEQ EROSION AND SEDIMENT NOTE: TRAPS LESS THAN 20' INLENGTH MAY USE BAFFLES.SEE 20.05.1 FOR BODY OF SEDIMENT TRAPMIN. 1.5' FREE BOARDA DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUMOF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGNGRADE.REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINALDIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALFTHE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED INTEMPORARY SEDIMENT TRAPOUTLET DETAILNOT TO SCALESTORAGE CLASS 1 RIP-RAP1.5'FLOWFLOW SEDIMENTFLOWFLOWGROUNDNATURALAREAFLOWINVERTPIPEFLOW
FILTER FABRICMINIMUMCROSS SECTIONMAX DIA PIPE IS 36"#57 WASHED STONE. 1' MIN THICKNESS.3'ANY RIP-RAP DISPLACED FROMTHE STONE HORSESHOE MUSTBE REPLACED IMMEDIATELY.MAINTENANCE:REMOVE SEDIMENT & RESTORE THE SEDIMENTSTORAGE AREA TO ITS ORIGINAL DIMENSIONWHEN SEDIMENT HAS ACCUMULATED TO 1/2DESIGN DEPTH OF THE TRAP.RIP RAP HEADWALL (1' MIN HEIGHTFROM ROAD SHOULDER).NOTES:IF EXCAVATED STORAGE AREA IS USED ASTEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIAFOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.PLAN VIEW3'#57 WASHED STONE. 1' THICK X 3' HIGH MIN.CLASS 1 RIP RAP / HEADWALL2:12:1ROCK PIPE INLET PROTECTIONNOT TO SCALECarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEETCONSTRUCTIONDRAWINGS WELLER DEVELOPERS LLC
10305 PENNY ROAD, RALEIGH, NC 27603
EROSION CONTROL DETAILS
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2021005C6.32022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTIONTEMPORARY COIR BAFFLE DETAILNOT TO SCALE
CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390
Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEETCONSTRUCTIONDRAWINGS WELLER DEVELOPERS
LLC
10305 PENNY ROAD, RALEIGH, NC 27603
WATER DETAILS
WELLERS KNOLL SUBDIVISION
MCDOUGALD ROAD
HARNETT COUNTY, NORTH CAROLINADRAWN BY: ###CHECKED BY: ###MUNICIPAL PROJ #: -CLDG PROJ #: 2021005C6.42022.04.27 Revised per NCDEQ and HRW commentsDATE #: October 31, 20222022.05.15 Revised per NCDEQ
2022.05.26 Revised per NCDEQ
2022.06.24 Revised per Contractor Request
2022.07.24 Revised per HRW Comments
2022.08.23 Revised per HRW Comments
2022.09.21 Revised lots for Septic
2022.10.14 Revised casing pipe Size
2022.10.31 Revised casing pipe length per NCDOT
----PRELIMINARY NOT ISSUED FORCONSTRUCTION