SW4200301_Haw Village Subdivision Construction Drawings_3/18/2020

SOFTWINDS DRIVEHAW VILLAGE DRIVE
WILDWIND DRIVEBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378KNOW WHAT IS BELOWCALL BEFORE YOU DIG RISS. NO.DESCRIPTIONDATEHAW VILLAGE SUBDIVISIONNOVEMBER 26, 2019OWNER:CHRIS MANNING1021 SEA MOUNTAIN HWYSUITE B-2N MYRTLE BEACH SC 29582CONSTRUCTION DRAWINGSALAMANCE COUNTY, NCCLIENT:CHRIS MANNING1021 SEA MOUNTAIN HWYSUITE B-2N MYRTLE BEACH SC 29582910-401-5504 PROJECT NUMBER:170139C000 COVERPROJECT PLAN1 inch = 300 ft.GRAPHIC SCALEDRAWING LISTC000 COVERC001 NOTES AND ABBREVIAATIONSC101 EXISTING CONDITIONSC201 OVERALL SITE PLANC301 SITE PLANC302 SITE PLANC401 UTILITY PLANC501 PLAN AND PROFILEC502 PLAN AND PROFILEC601 EROSION & SEDIMENTATION CONTROL PLANC602 EROSION & SEDIMENTATION CONTROL PLANC701 UTILITY DETAILSC702 EROSION CONTROL DETAILSC703 NCG01 EROSION CONTROL DETAILS·SITE ADDRESS:0 SOFTWINDS DRIVE, GRAHAM, NC·PARCEL ID:158231·DEED REF:DB 3741 PG 0743·FEMA DESIGNATED FLOODPLAIN:ZONE "X" FLOOD PLAIN(FIRM NO: 3710980000K, UPDATED on NOV 17, 2017)·EXISTING USE:VACANT / WOODED·PROPOSED USE:SINGLE FAMILY RESIDENTIAL·ACREAGE OF HAW VILLAGE SUBDIVISION:27.3 AC·NUMBER OF LOTS:28·AVERAGE LOT SIZE:0.97 AC (42,471 SQ. FT)·SUBDIVISION SETBACKS-FRONT35'-FROM THE SIDE ROW 25'-FROM THE SIDE PROPERTY LINE 10'-FROM THE REAR PROPERTY LINE 20'-FROM A CUL-DE-SAC PROPERTY LINE30'NOT TO SCALEREVISED: FEBRUARY 17, 20201REVISED PER COMMENTS02/17/2020
SECTIONSECT.THICKTKSIDEWALKS/WMECHANICAL JOINTMJEASEMENTESMTPAVEMENTPVMTAGGREGATE BASE COURSEA.B.C.ALGEBRAIC DIFFERENCEA.D.RIGHTRTPERMANENTPERM.HIGHWAYHWY.STATE ROADSRCHORDCHSQUARE FEETSFABOVE FINISHED FLOORA.F.F.BACK TO BACKB-BDEGREE OF CURVATUREDcWIDTHWDEPTH / DEEPDFUTUREFUTPROPOSEDPROP.PITOPSPOINT OF SWITCHCLASSCL.JUNCTION BOXJBSTORM DRAIN MANHOLESDMHSSMHSANITARY SEWER MANHOLESEDIMENTSED.TEMPORARY SEDIMENT TRAPTSTTEMPORARYTEMP.UNDER GROUNDU/GAREAAFACE OF CURBFOCBACK OF CURBBOCCURB AND GUTTERC&GHDHEAVY DUTYCORRUGATED STEEL PIPECSPCORRUGATED PLASTIC PIPECPPREINFORCED CONCRETE PIPERCPFLARED END SECTIONFESCURB INLETCIDROP INLETDIOVERHEAD ELECTRICOHEGENERATORGENSEWERSEWCONSTRUCTIONCNSTASSEMBLYASSY.FIRE HYDRANT ASSEMBLYFHABEARINGBEAR.HORIZONTALHIGH POINTINCH(ES)INVERTHIGH WATER LEVELINSIDE DIAMETERIDINV.INHOR(IZ).HPHWLFLEXIBLEFIRE HYDRANTFEETFORCE MAINFLANGEFLOW INDICATORFINISHED FLOOR ELEVATIONGAUGEGALLONGALVANIZEDGUTTER LINEHEXAGONALGATE VALVEG/LHEX.GAL.GALV.GAGVFLEX.FTFMFLFIFHFFEVERTICAL CURVEUNDER GROUND ELECTRICUVVCVERT.VTYP.UGEULTRAVIOLETVERTICALVALVETYPICALSTAINLESS STEELTOP OF GRATINGSTANDARDSTD.TEL.T.O.T/ST/GT/WSTLT/CTELEPHONETOP OF...TOP OF WALLTOP OF SLABTOP OF CURBSTEELSECSHT. / SH.SPEC.SSSTA.SQ.SSCHSANSECONDSSQUARESTATIONSHEETSPECIFICATIONSANITARYSCHEDULESOUTHCULVERTCULV.DEGREE(S)DIAMETERDELTA ANGLEDOWNDETAILEASTEACHELEVATIONFLOOR DRAINEXISTINGELECTRICALDRAWING(S)EDGE OF PAVEMENTDUCTILE IRON PIPEDWG(S).ELEC.EX/EXISTF.D.EOPEL/ELEVEA.EDIPDNDETØ / DIA.°CATCH BASINBUILDINGBOTTOMCENTERLINECUBIC FEETCOMPANYCOLUMNCONNECTIONCONCRETECLEAN-OUTCUBIC FEET PER MINUTECENTER TO CENTERC-CC.O[e-mail] POINT OF INTERSECTIONPOUNDS PER SQUARE INCHPROPERTY LINEPOINT OF TANGENCYPOLYVINYL CHLORIDEPOINT OF VERTICAL TANGENCYRIGHT OF WAYPOINT OF VERTICAL CURVATURERAILROADPOINT OF VERTICAL INTERSECTIONPVCRDREQ'D.R/WRED.RRP.V.T.P.V.I.P.V.C.RROADREQUIREDREDUCERRADIUSPTPSIPTPIPLPOINTNOT IN CONTRACTNATIONAL ELECTRICALOUTSIDE DIAMETERNOT TO SCALEON CENTER(S)POINT OF CURVATUREOPNGPCNTSO.D.OPERO.C.OPENINGOPERATIONNEMAN.I.C.MANUFACTURERMILEMHMI# / NO.MIN.MAX.MFR.MECH.MANHOLENUMBERMINIMUMMAXIMUMMECHANICALFIBER OPTIC SIGNAL CABLEFOSCFIBER OPTIC CABLEFOTRAFFIC SIGNAL BOXTSBGUY WIRE/ANCHORGWAREA LIGHTALSSCOSANITARY SEWER CLEANOUTIRRIGATION CONTROL VALVEICVSPSERVICE POLEMANUFACTURERS ASSOCIATIONABBREVIATIONSCRUSHED AGGREGATE BASE COURSEC.A.B.C.DEED BOOKDBDRIVEWAYD/WFIBER OPTIC POSTFOPNOW OR FORMERLYN/FPLAT BOOKPBPOINT OF INTERSECTION - TURN OUTPAGEPGRESTRAINED JOINTRJTPTELEPHONE PEDESTALGENERAL SITE/CIVIL NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH PERMITS AS ISSUED, AND ANY AND ALL APPLICABLE STATE, COUNTY AND LOCAL CODES2.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, AND/OR ANY OTHER REQUIREMENTSWHICH MUST BE MET UNDER CONTRACT.3.ALL DIMENSIONS ARE IN RADII, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER TO CENTER ON STRIPES, AND/OR TOFACE OF CURB, UNLESS OTHERWISE NOTED.4.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS OPERATIONS TO EXISTING UTILITIES ANDFACILITIES WHICH ARE NOT INCLUDED AS PART OF THE INTENDED WORK. DAMAGED UTILITIES AND FACILITIES SHALL BEREPAIRED OR REPLACED BY THE CONTRACTOR, TO THE SATISFACTION OF THE OWNERS' REPRESENTATIVE, AT NO ADDITIONALCOST TO THE OWNER.5.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS WITH ANY AND ALL OTHER CONSTRUCTION ACTIVITIESWHICH MAY BE OCCURRING SIMULTANEOUSLY ON THE SITE. LACK OF COORDINATION ON THE CONTRACTOR'S PART RESULTINGIN EXTRA WORK OR SCHEDULE DELAYS SHALL NOT CONSTITUTE A CHANGE ORDER.6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER IMMEDIATELY.7.THE CONTRACTOR SHALL CONTACT THE NC ONE CALL CENTER, AT 1-800-632-4949, AT LEAST 48 HOURS BEFORE THE START OFCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE AT NO ADDITIONAL COST TO THE OWNER, FOR MAINTENANCE OF ALL EROSIONCONTROL MEASURES UNTIL SUCH TIME AS THE APPROPRIATE STATE, COUNTY, OR MUNICIPAL AUTHORITY RELEASES THE SITEAT WHICH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS DIRECTED BY THEENGINEER.9.CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THECORRESPONDING SECTIONS OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGNMANUAL, LATEST EDITION AND THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.10.THE LOCATION OF ALL STRUCTURES SHOWN REPRESENTS THE BEST INFORMATION AVAILABLE TO THE ENGINEER AT THE TIMEOF THE SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION, SIZE, AND TYPE OF ALL UNDERGROUNDUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION (AS DIRECTED BY THEENGINEER) OF ANY CONFLICTING UNDERGROUND UTILITIES, IF REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. IT ISADVISABLE THE CONTRACTOR VISIT THE SITE PRIOR TO BIDDING AND BECOME FAMILIAR WITH THE SITE AND ANY POTENTIALCONFLICTS.11.THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE LAYOUTS AND STAKING AND THE COST THEREOF SHALL BE INCLUDED IN HISBID.12.THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THECONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURINGTHE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THISREQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO THE NORMAL WORKING HOURS. THECONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALLLIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXEMPTING LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.13.ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELYRESTORED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.14.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODOF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FORCONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACINGAND SHORING. OBSERVATION VISITS TO THE SITE BY THE ENGINEER AND/OR THE ENGINEER'S REPRESENTATIVE(S) SHALL NOTINCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES.15.ALL WORK WITHIN NCDOT RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NCDOT STANDARDSPECIFICATIONS FOR ROADS AND STRUCTURES. THE CONTRACTOR SHALL ABIDE BY THE NCDOT DRIVEWAY ANDENCROACHMENT PERMITS AND THEIR CONDITIONS.16.SITE DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE ALAMANCE COUNTY PUBLIC WORKS LAND DEVELOPMENTORDINANCE.17.THE CONTRACTOR SHALL NOTIFY ALAMANCE COUNTY PUBLIC UTILITIES 48 HOURS PRIOR TO MAKING ANY CONNECTION TOALAMANCE COUNTY WATER OR SEWER LINES.18.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADHERING TO ALL OSHA SAFETY REQUIREMENTS, INCLUDING TRENCHSAFETY DURING ALL PHASES OF CONSTRUCTION.GENERAL UTILITY NOTES1.THE APPROXIMATE LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALLVERIFY THE TRUE LOCATION PRIOR TO COMMENCING WORK. IN THE EVENT A CONFLICT OR POTENTIAL CONFLICT IS IDENTIFIED,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.2.THE CONTRACTOR SHALL COORDINATE ALL WORK AFFECTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY OWNER. ALLDETAILS OF CONSTRUCTION AND/OR RELOCATION SHALL BE APPROVED BY THE UTILITY OWNERS AND OTHER APPROVINGAGENCIES, IF REQUIRED.3.PROTECTION OF ALL EXISTING STRUCTURES TO REMAIN DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR.4.ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ALAMANCE COUNTY WATER DISTRIBUTION ANDWASTEWATER COLLECTION AND CONSTRUCTION STANDARDS, AND WITH NORTH CAROLINA DEPARTMENT OFENVIRONMMENTAL QUALITY.5.RELATION BETWEEN WATER MAINS AND SEWER LINES:A.HORIZONTAL AND VERTICAL SEPARATION:1.)WATERLINES SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER LINE. THEDISTANCE SHALL BE MEASURED FROM EDGE TO EDGE. IF AN OBSTRUCTION PROHIBITS A 10-FOOT SEPARATION, THECONTRACTOR SHALL CONTACT THE ENGINEER. INSTALLATION OF THE WATER MAIN CLOSER TO A SEWER LINE ISALLOWED PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELFLOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST18-INCHES ABOVE THE TOP OF THE SEWER.2.)IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANY TIMETHE SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SEWER LINE MUST BE CONSTRUCTED OFFERROUS PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND PRESSURE TESTED TO 150 PSI(MINIMUM) TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING.B.CROSSINGS1.)FOR WATER MAINS CROSSING UNDER SEWER LINES: LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICALDISTANCE OF 18-INCHES BETWEEN THE OUTSIDE EDGE OF THE WATER MAIN AND THE OUTSIDE EDGE OF THE SEWERLINE. THE CROSSING SHALL BE ARRANGED SO THAT ONE 20-FOOT SECTION OF WATERLINE SHALL BE CENTERED ATTHE CROSSING. ONE OF THE FOLLOWING METHODS MUST THEN BE UTILIZED AS DIRECTED BY THE ENGINEER:I.)THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT150 PSI TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING OR,II.)EITHER THE WATER MAIN OR SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS10-FEET BEYOND BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIERPIPE SHALL BE OF A MATERIAL APPROVED BY THE REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION.2.) FOR WATER MAINS CROSSING OVER A SEWER LINE: LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE EDGE OF THE WATER MAIN AND THE OUTSIDE EDGE OF THE SEWER. IN AN 18-INCH MINIMUM VERTICAL SEPARATION CANNOT BE MET, THEN THE WATERLINE SHALL BE CONSTRUCTED OF A FERROUS MATERIAL WITH ONE 20-FOOT SECTION OF PIPE CENTERED AT THE CROSSING. ONE OF THE CROSSING CONSTRUCTION METHODS ABOVE: 6.B.1.)I) OR II) SHALL BE UTILIZED.6.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING RECORDS AND SUBMIT AS BUILT DRAWINGS FOR UTILITIES.7.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CONCRETE STRUCTURES, CASTINGS AND PIPING MATERIALS FORAPPROVAL PRIOR TO PURCHASING. ENGINEER SHALL HAVE 10 DAYS TO REVEIW INITIAL SUBMITTALS AND 5 DAYS FORRESUBMITTALS.FOR THE PURPOSE OF THE FOLLOWING NOTES:·"CONTRACTOR" REFERS TO GENERAL CONTRACTOR·"OWNER" REFERS TO CHRIS MANNING OR HIS AUTHORIZED AGENTS·"ENGINEER" REFERS TO BATEMAN CIVIL SURVEY COMPANYGENERAL GRADING NOTES1.ALL PROPOSED ELEVATIONS SHOWN HEREIN ARE FINISHED GRADE ELEVATIONS.2.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SEWER RIM ELEVATIONS IN RELATION TO PROPOSED GRADEPRIOR TO INSTALLATION. ALL EXISTING MANHOLE COVERS, CATCH BASINS, VALVE COVERS, ETC. THAT ARE TO REMAINSHALL BE ADJUSTED (RAISED OR LOWERED) TO FINISHED GRADE.3.CLEAR AND GRUB SITE TO GRADING LIMITS SHOWN ON THE SITE GRADING PLANS.4.ALL TOPSOIL AND UNSUITABLE FILL MATERIAL SHALL BE REMOVED PRIOR TO PLACEMENT OF SUBBASE MATERIAL ASDIRECTED BY THE OWNER'S REPRESENTATIVE.5.ALL EXCAVATED MATERIAL PLACEMENT TO BE COORDINATED WITH THE OWNER FOR AVAILABLE SPOIL LOCATIONS.6.ALL MATERIAL THAT IS UNSUITABLE FOR GRADING/EMBANKMENT WILL BE RELOCATED OFF-SITE BY THE CONTRACTORTO A SUITABLE LOCATION AS DIRECTED BY THE OWNER IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.7.AREAS SCHEDULED FOR EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES,VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL.8.ALL EMBANKMENTS SHALL BE COMPACTED AS SPECIFIED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.9.FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTOEMBANKMENT SLOPES OF STRUCTURAL FILLS.10.AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF THREE INCHES PRIOR TOPLACEMENT OF TOPSOIL.11.THE PROPOSED CONTOURS AND GRADIENTS ARE APPROXIMATE. THE ELEVATIONS SHOWN ARE FOR FINISH GRADEASPHALT AND FINISH GROUND.12.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AND AS SHOWN ON THE PLANS. THE CONTRACTOR SHALLMAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION.DRAINAGE NOTES1.CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVEDRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED AS A RESULT OF THIS CONSTRUCTION SHALL BE CORRECTED BYCONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORMDRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS SHALL BE MAINTAINED AT ALL TIMES.2.CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALLTIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAYOCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.3.ALL PIPES, DRAINAGE INLETS AND OTHER STRUCTURES UNCOVERED DURING CONSTRUCTION SHALL BE INSPECTED BYTHE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONALCOST TO THE OWNER, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIEDWITHOUT SUCH INSPECTION.4. ELEVATIONS GIVEN FOR CATCH BASINS ARE MEASURED AT THE TOP OF CURB AT TH CENTER OF STRUCTURE. ELEVATIONS FOR MANHOLES, JUNCTION BOXES AND DROP INLETS ARE MEASURED AT THE CENTER OF GRATE COVER.5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CONCRETE STRUCTURES, CASTINGS AND PIPING MATERIALSFOR APPROVAL PRIOR TO PURCHASING. ENGINEER SHALL HAVE 10 DAYS TO REVEIW INITIAL SUBMITTALS AND 5 DAYSFOR RESUBMITTALS.VEGETATION1.PRIOR TO REMOVING ANY TREES, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE ENGINEER TOREVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE TREES REQUIRED TO DO THE WORK.2.TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITHTHE APPROVAL OF THE OWNER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITHTHE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BYCONTRACTOR AT NO ADDITIONAL COST.3.TREES CUT DOWN SHALL BE COMPLETELY REMOVED, INCLUDING THEIR ROOTS.4.ON-SITE BURNING IS NOT PERMITTED.5.THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS OFF SITE AT AN APPROVED DISPOSAL FACILITY. DEBRISINCLUDES, BUT IS NOT LIMITED TO, TREES, ROOTS AND STUMPS.TRAFFIC AND SIGNAGE1.THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGGERS OR OTHER DEVICES AS NECESSARYTO PROVIDE FOR SAFETY.2.THE CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ALL PROPERTY OWNERS ALONG THEPROJECT ALIGNMENT.3.THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC PATTERNS WHEN POSSIBLE. IF CONSTRUCTION ACTIVITIESDEEM NECESSARY, THE CONTRACTOR SHALL UTILIZE TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THEFEDERAL, STATE AND LOCAL AGENCIES TO MAINTAIN SAFE TRAFFIC FLOW.4.CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FIVE (5) BUSINESS DAYS IN ADVANCE OF BLOCKING ANYENTRANCE. NO ENTRANCE SHALL BE BLOCKED MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUTAPPROVAL OF THE PROPERTY OWNER.EARTHWORK AND SITE CONDITIONS1.UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, IN AREAS OUTSIDE OF NCDOT RIGHT-OF-WAYS,ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BYAASHTO-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THEFILL. ALL FILL MATERIAL UNDER PAVED AREAS SHALL BE NCDOT #21B CRUSHED STONE, APPROVED SOIL, OR SELECTEDMATERIAL, 95% COMPACTED WITH CBR OF 30, COMPACTED IN 6-INCH DEEP LIFTS AS DIRECTED BY THE PROJECTINSPECTOR.2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING WORK, ANDIMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCHCONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.3.TOPSOIL STOCKPILED FROM CLEARING AND GRUBBING SHALL BE FREE FROM ROOTS, BRUSH, DEBRIS AND ROCKS.EXCESS STOCKPILED TOPSOIL MAY BE PLACED ON SITE AT THE DIRECTION OF THE ENGINEER OR DISPOSED OFOFFSITE.4.THE CONTRACTOR SHALL USE QUALITY STRUCTURAL FILL DIRT AS REQUIRED TO COMPLETE THE WORK AS SOWN ONTHE PLANS. IMPORTED FILL DIRT SHALL BE TESTED BY A REGISTERED GEOTECHNICAL ENGINEER IN NORTH CAROLINAAND THE RESULTS SUBMITTED TO THE ENGINEER PRIOR TO IMPORTING AND PLACING ANY FILL MATERIAL.5.UNSUITABLE MATERIAL PLACED AS FILL WILL BE REMOVED AND REPLACED WITH APPROVED MATERIAL AT THECONTRACTORS EXPENSE.6.FILL SHALL BE PLACED AND COMPACTED ACCORDING TO NC DOT STANDARD SPECIFICATIONS. THIS ALSO APPLIES TOAREAS OUTSIDE OF THE DOT RIGHT-OF-WAY.WORK IN NCDOT RIGHTS OF WAY1.ALL WORK WITHIN NCDOT RIGHTS-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THENCDOT “ROADWAY STANDARD DRAWING” AND “STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.” THISINCLUDES LANE CLOSURES, ROAD CLOSURES, POSITIVE PROTECTION AND/OR ANY OTHER WARNING OR POSITIVEPROTECTION DEVICES NECESSARY FOR THE SAFETY OF THE ROAD USERS DURING CONSTRUCTION AND ANYSUBSEQUENT MAINTENANCE. WHEN THERE IS NO GUIDANCE PROVIDED IN THE ROADWAY STANDARD DRAWINGS ORSPECIFICATIONS, THE CONTRACTOR SHALL COMPLY WITH THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS.”2.THE CONTRACTOR SHALL FOLLOW ALL SPECIAL PROVISIONS INCLUDED AS PART OF THE RIGHT-OF-WAYENCROACHMENT AGREEMENT AND DRIVEWAY CONSTRUCTION PERMIT.3.THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) TEN WORKINGDAYS IN ADVANCE OF INITIATING EITHER OPEN-CUT OR JACK-AND-BORE INSTALLATION OF PIPELINEWITHIN/UNDERNEATH ANY COUNTY ROAD FOR LAYING THE NEW WATER MAIN.4.DURING NON-WORKING HOURS, EQUIPMENT SHALL NOT BE PARKED IN THE RIGHT-OF-WAY.5.ALL FILL AREAS/BACKFILL IN NCDOT RIGHTS-OF-WAY SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITHAASHTO T99 AS MODIFIED BY THE NCDOT. ALL MATERIAL TO A DEPTH OF 8-INCHES BELOW THE FINISHED SURFACE OFTHE SUBGRADE SHALL BE COMPACTED TO A DENSITY EQUAL TO AT LEAST 100% OF THAT OBTAINED BY COMPACTING ASAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T99 AS MODIFIED BY THE DEPARTMENT. THE SUBGRADESHALL BE COMPACTED AT A MOISTURE CONTENT WHICH IS APPROXIMATELY THAT REQUIRED TO PRODUCE THEMAXIMUM DENSITY INDICATED BY THE ABOVE TEST METHOD. THE CONTRACTOR SHALL DRY OR ADD MOISTURE TO THESUBGRADE WHEN REQUIRED TO PROVIDE A UNIFORMLY COMPACTED AND ACCEPTABLE SUBGRADE.6.DISTURBED OR DAMAGED STRUCTURES WITHIN THE NCDOT RIGHT-OF-WAY INCLUDING SIGNAGE, GUIDERAILS, ANDDRAINAGE STRUCTURES SHALL BE RESTORED TO ITS ORIGINAL CONDITION. RIGHT-OF-WAY MONUMENTS DISTURBEDDURING CONSTRUCTION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND RESET AFTERCONSTRUCTION.7.ACCESS, PARKING, OR MATERIAL STORAGE SHALL NOT BE ALLOWED ALONG ANY STATE-MAINTAINED ROADWAYWITHOUT FIRST RECEIVING APPROVAL FROM THE NCDOT.8.DIRECTIONAL DRILLING / BORING UNDER NCDOT ROADWAYS:-UNDER NO CONDITION SHALL JETTING ALONG OR WET BORING WITH WATER OF UTILITY PIPELINES BEALLOWED.-DIRECTIONAL BORING USING JETTING WITH BENTONITE (OR EQUIVALENT MATERIAL) SLURRY IS APPROVEDAT A MINIMUM DEPTH OF THREE-FEET (COVER) BELOW THE GROUND SURFACE AND OUTSIDE THETHEORETICAL 1:1 SLOPE FROM THE EXISTING EDGE OF PAVEMENT EXCEPT WHERE THE PARALLELINSTALLATION CROSSES A PAVED ROADWAY.-DIRECTIONAL BORES ARE NOT ALLOWED BENEATH BRIDGE FOOTINGS, CULVERT WINGWALL FOOTINGS, ORRETAINING WALLS.-THE TIP OF THE DRILL STRING SHALL HAVE A CUTTER HEAD.-DETECTION WIRE SHALL BE INSTALLED WITH NON-FERROUS MATERIAL.-ALL DIRECTIONAL BORES SHALL MAINTAIN A MINIMUM DISTANCE OF 5-FEET FROM THE NEAREST PART OFPIPE CULVERTS AND BOX CULVERTS AND TEN-FOOT MINIMUM CLEARANCE FROM BRIDGES AND FOOTINGS.-OVERBORING SHALL NOT BE MORE THAN TWO-INCHES GREATER THAN THE DIAMETER OF EITHER THE PIPEOR ENCASEMENT. AN OVERBORE GREATER THAN TWO-INCHES WILL BE CONSIDERED IF THEENCROACHMENT AGREEMENT INCLUDES A STATEMENT SIGNED AND SEALED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF NORTH CAROLINA THAT SAID OVERBORE WILL NOT DAMAGE EITHER THEPAVEMENT OR SUBGRADE.9.THE CONTRACTOR SHALL PERFORM AND PROVIDE COPIES TO THE ENGINEER OF ALL REQUIRED COMPACTION TESTS,CONCRETE CYLINDER TESTS AND ASPHALT TESTS.10.ALL MATERIALS SHALL BE FROM A NCDOT CERTIFIED PLANT.CURVE COEFFICIENTKLINEAR FEETLFJUNCTION BOXJBWIDEWDLIGHT DUTYLDYARD INLETYIWATER LINEW/LLONGLENGTHPOUND(S)LIGHT POLELEFTLOW WATER LEVELLLWLLTLGLBLPWELDED WIRE FABRICYARD HYDRANTWATER SURFACE ELEVATIONWWFYRYHYDW/WLWSEWYEARYARDWATER LEVELWITHWESTWATER VALVEWVWATER METERWMGENERAL NOTESPROJECT SPECIFIC NOTES1.KNOW WHAT IS BELOWCALL BEFORE YOU DIG RDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE 02/17/2020REVISED PER COMMENTS1--------ALAMANCE CO, NC
SOFTWINDS DRIVE
C001 .17013911-26-2019TSSTSSTANTAN
NOTES AND ABBREVIATIONS

HAW VILLAGE
CONSTRUCTION DRAWINGS
1" = 40'
Alex C Carpenter &
Christie S Carpenter
D.B.3491-764
Old Tax ID: 9-27-218
GPIN #: 9800629739
Joselito De Jesus &
April W.F De Jesus
D.B. 3696-236
Old Tax ID: 9-27-219
GPIN #: 9800720775
Richard J & Catherine Gribbin
D.B. 3730-905
Old Tax ID: 9-27-220
GPIN #: 9800721784
Cynthia A StephensD.B. 3713-92Old Tax ID: 9-27-221GPIN #: 9800723664Ashley E WalkerD.B. 3713-81Old Tax ID: 9-27-222GPIN #: 9800726647Angel N Walker
D.B. 3690-223
Old Tax ID: 9-27-236
GPIN #: 9800727786
Living E Stone
D.B. 3692-168
Old Tax ID: 9-27-235
GPIN #: 9800728797
Naw Paw P.E Hser
D.B. 3693-214
Old Tax ID: 9-27-234
GPIN #: 9800820708
Mildred S ReynoldsD.B. 3421-650Old Tax ID: 9-27-232GPIN #: 9800824802Betty J. WilliamsD.B. 1211-565Old Tax ID: 9-27-38GPIN #: 9800829964Mark A. DodsonD.B. 2981-0302Old Tax ID: 9-27-75GPIN #: 9800847082Russell C &
Katherine M Terwill
i
g
e
r
D.B. 3582-752
Old Tax ID: 9-27-6
2
GPIN #: 98008329
39
David & Carol L
Hughins
D.B. 1363-875
Old Tax ID: 9-27-6
3
GPIN #: 98008400
2
2
Amelia J Rangel
D.B. 3590-690
Old Tax ID: 9-27-4
3
GPIN #: 98007470
9
2
Christopher P Gom
e
z
Melissa P Gomez
D.B. 3316-841
Old Tax ID: 9-27-2
4
6
GPIN #: 98007326
3
3
Thazin Naw
D.B. 3812-498
Old Tax ID: 9-27-2
4
5
GPIN #: 98007316
0
3
Aragan Inc
D.B. 3797-263
Old Tax ID: 9-27-2
4
4
GPIN #: 98006396
7
3Dorian DimitrovD.B. 3736-224Old Tax ID: 9-27-243GPIN #: 9800636444John M JordanFamily 1960 LLC.D.B.2460 - 705Old Tax ID: 9-27-121GPIN #: 9800625551John M JordanFamily 1960 LLC.D.B.2460 - 705Old Tax ID: 9-27-121GPIN #: 9800625551Aragan Inc
D.B. 3797-263
Old Tax ID: 9-27-2
4
7
GPIN #: 98007336
6
3
Granados Mcqeba
L
D.B. 3182-843
Old Tax ID: 9-27-2
4
8
GPIN #: 98007356
2
1
Aragan Inc
D.B. 3839-136
Old Tax ID: 9-27-249
GPIN #: 9800737620Haw Village NC LLCD.B. 3741-743Old Tax ID: 9-27-34GPIN #: 9800728012R55'50'50' ROW50' ROWR35'20' EOPSOFTWINDS DRIVE50' PUBLIC R/WHAW VILLAGE DR.
50' PUBLIC R/W
SOFTWINDS DRIVE50' PUBLIC R/WSann Oo & Mue MueD.B.3712-787Old Tax ID: 9-27-233GPIN #: 980082179EX. 24" RCP50' EXISTING PRIVATE R/WPB 72, PG 2356"X4"X2"X2" CROSS1 - 4" GV2 - 2" GV4"X4"X2" TEE1 - 4" GV1 - 2" GV2" PVC WATER MAIN4" PVC WATER MAIN2" PVC WATER MAINFITTINGSDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE ALAMANCE COUNTY, NORTH CAROLINA
THOMPSON TOWNSHIPC101
17013911-26-2019TSSLGMPMP
EXISTING CONDITIONS HAW VILLAGE
CONSTRUCTION DRAWINGS
1"=100'1001"=100'100100SCALEFEMA Flood line100' STREAM BUFFERSTREAM
50' ROW1REVISED PER COMMENTS02/17/2020
EXISTING WATERR35'2
0
'
DRA
INAGE
EASEMENT
Alex C Carpenter &
Christie S Carpenter
D.B.3491-764
Old Tax ID: 9-27-218
GPIN #: 9800629739
Joselito De Jesus &
April W.F De Jesus
D.B. 3696-236
Old Tax ID: 9-27-219
GPIN #: 9800720775
Richard J &
Catherine Gribbin
D.B. 3730-905
Old Tax ID: 9-27-220
GPIN #: 9800721784
Mildred S ReynoldsD.B. 3421-650Old Tax ID: 9-27-232GPIN #: 9800824802Betty J. WilliamsD.B. 1211-565Old Tax ID: 9-27-38GPIN #: 9800829964Mark A. DodsonD.B. 2981-0302Old Tax ID: 9-27-75GPIN #: 9800847082Russell C &
Katherine M Terwill
i
g
e
r
D.B. 3582-752
Old Tax ID: 9-27-6
2
GPIN #: 98008329
39
David & Carol L
Hughins
D.B. 1363-875
Old Tax ID: 9-27-63
GPIN #: 98008400
2
2
Amelia J Rangel
D.B. 3590-690
Old Tax ID: 9-27-4
3
GPIN #: 98007470
9
2
Christopher P Gom
e
z
Melissa P Gomez
D.B. 3316-841
Old Tax ID: 9-27-2
4
6
GPIN #: 98007326
3
3
Thazin Naw
D.B. 3812-498
Old Tax ID: 9-27-24
5
GPIN #: 98007316
0
3
Aragan Inc
D.B. 3797-263
Old Tax ID: 9-27-2
4
4
GPIN #: 98006396
7
3Dorian DimitrovD.B. 3736-224Old Tax ID: 9-27-243GPIN #: 9800636444John M JordanFamily 1960 LLC.D.B.2460 - 705Old Tax ID: 9-27-121GPIN #: 9800625551John M JordanFamily 1960 LLC.D.B.2460 - 705Old Tax ID: 9-27-121GPIN #: 9800625551Aragan Inc
D.B. 3797-263
Old Tax ID: 9-27-24
7
GPIN #: 98007336
6
3
Granados Mcqeba
L
D.B. 3182-843
Old Tax ID: 9-27-24
8
GPIN #: 98007356
2
1
Aragan Inc
D.B. 3839-136
Old Tax ID: 9-27-249
GPIN #: 9800737620SOFTWINDS DRIVE50' PUBLIC R/WHAW VILLAGE DR.
50' PUBLIC R/W
WILDWIND DRIVE
50' PUBLIC R/WSOFTWINDS DRIVE50' PUBLIC R/WR63'R63'Cynthia A StephensD.B.3713-92Old Tax ID: 9-27-221GPIN #: 9800723664Ashley E WalkerD.B.3713-81Old Tax ID: 9-27-222GPIN #: 9800726647Ashley E Wa
l
k
e
rD.B.3713-81Old Tax ID: 9
-
2
7
-
22
2GPIN #: 9800
7
2
66
4
7
Angel N WalkerD.B.3690-223Old Tax ID: 9-27-236GPIN #: 9800727786Living E StoneD.B.3692-168Old Tax ID: 9-27-235GPIN #: 98007287Naw Paw P.E HserD.B.3693-214Old Tax ID: 9-27-234GPIN #: 9800820708Sann Oo &Mue MueDB.3712-787Old Tax ID:9-27-233GPIN#: 98008217920'20'20' SEPTIC LINE EASEMENTSEPTICEASEMENT5,027 SFSEPTICEASEMENT5,769 SF30' FRONT SETBACK20' REAR SETBACK10' SIDE SETBACKEX. 24" RCP50' EXISTING PRIVATE R/WPB 72, PG 235890.67 AC(29,398 SF)910.68 AC(29,714 SF)860.61 AC(26,784 SF)880.65 AC(28,478 SF)870.63 AC(27,529 SF)850.58 AC(25,183 SF)770.51 AC(22,430 SF)840.56 AC(24,557 SF)780.92 AC(39,896 SF)790.96 AC(41,689 SF)801.12 AC(48,740 SF)810.60 AC(26,226 SF)C98C97L23 C96L22
C92
L24 C100C9
9
C95 C94C93C90C106 C105 C108 L31L32 L30 L25 C111C115L26
C1
1
6
C11
0
C109C113758.61 AC(375,042 SF)760.59 AC(25,769 SF)920.90 AC(39,174 SF)960.47 AC(20,617 SF)970.47 AC(20,560 SF)940.46 AC(20,135 SF)930.95 AC(41,439 SF)980.47 AC(20,516 SF)C120
L27
C1
1
9
L28L29L33L34
990.46 AC(20,226 SF)1000.46 AC(20,126 SF)1010.46 AC(20,041 SF)C125
L37C124L38C123 C
1
2
2
1020.46 AC(20,049 SF)C127
950.47 AC(20,547 SF)900.62 AC(27,058 SF)830.55 AC(24,023 SF)820.57 AC(24,661 SF)R55'50' ROW50' ROW20' EOPROAD A50' PUBLIC R/W20'EOPR48'R48'20' EOPR30R30R30R30R30.00'R30.00'R35.00'R35.00'R35'R35'SEPTICEASEMENT5,165 SF20' SEPTIC LINE EASEM
E
N
T
Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE --------ALAMANCE CO, NC
THOMPSON TOWNSHIP
C20117013911-26-2019TSSLGMPTSS
OVERALL SITE PLAN
HAW VILLAGE
SUBDIVISION PLAN
1" =100'01"=100'100100SCALEFEMA Flood line100' STREAM BUFFERSTREAM
50'NOTES:1.ALL PROPOSED ROADS HAVE A 50' R/W2.ALL PROPOSED CUL-DE-SACS HAVE A 48' RADIUS3.EACH LOT WILL BE SERVED BY A COMMUNITY WATER SYSTEM AND INDIVIDUAL SEPTIC SYSTEMS.1REVISED PER COMMENTS02/17/2020
EXISTING WATERR35'20' DRAINAGE EASEMENTHAW VILLAGE DR.WILDWIND DRIVE50' PUBLIC R/WSOFTWINDS DRIVE50' PUBLIC R/WR63'R63'Ashley E WalkerD.B.3713-81Old Tax ID: 9-27-222GPIN #: 9800726647
20' SEPTIC LINE EASEMENTSEPTICEASEMENT5,769 SFROAD A50' PUBLIC R/WEX. 24" RCPR48'890.67 AC(29,398 SF)910.68 AC(29,714 SF)860.61 AC(26,784 SF)880.65 AC(28,478 SF)870.63 AC(27,529 SF)850.58 AC(25,183 SF)840.56 AC(24,557 SF)790.96 AC(41,689 SF)801.12 AC(48,740 SF)810.60 AC(26,226 SF)C98C97L23C96L22 C92L24C100C99C95C94
C93 C90C106C105C108L31L32L30L25C111C115L26C116C110C109C
1
1
3
920.90 AC(39,174 SF)960.47 AC(20,617 SF)970.47 AC(20,560 SF)940.46 AC(20,135 SF)930.95 AC(41,439 SF)980.47 AC(20,516 SF)C120L27C119L28L29L33L34990.46 AC(20,226 SF)1000.46 AC(20,126 SF)1010.46 AC(20,041 SF)C125L37
C
1
2
4
L38 C123C1221020.46 AC(20,049 SF)C127R48'950.47 AC(20,547 SF)900.62 AC(27,058 SF)830.55 AC(24,023 SF)820.57 AC(24,661 SF)HAW VILLAGE DRIVE50' PUBLIC R/WR30'R30'R30'R30'END PAVEMENT &START GRAVEL20' DRAINAGE EASEMENTMAIL KIOSKMAIL KIOSKDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE --------ALAMANCE CO, NC
THOMPSON TOWNSHIP
C30117013911/26/2019TSSLGMPTSS
SITE PLAN
HAW VILLAGE
SUBDIVISION PLAN
1" =50'00501"=50'50SCALE1REVISED PER COMMENTS02/17/2020
R55'EXISTING WATERR35'SOFTWINDS DRIVE50' PUBLIC R/WHAW VILLAGE DR.
50' PUBLIC R/W
SOFTWINDS DRIVER63'Ashle
y
E
W
a
lk
e
r
D.B.
3713-
8
1
Old T
ax

I
D:

9-
2
7-
2
22
GPIN

#:

98
0
07
26
64
7 SEPTICEASEMENT5,165 SFSEPTICEASEMENT5,027 SFSEPTICEASEMENT5,769 SF30' FRONT SETBACKEX. 24" RCPEX. 6" PVC WATER MAIN
EX. 4" PVC WATER MAINEX. 2" PVC WATER MAINEX. 2" PVC WATER MAINEX. 2" PVC WATER MAINEX.2" POSTFLUSHING HYDRANT50' EXISTING PRIVATE R/WPB 72, PG 235R48'770.51 AC(22,430 SF)780.92 AC(39,896 SF)790.96 AC(41,689 SF)801.12 AC(48,740 SF)810.60 AC(26,226 SF)C98C97L23 C96L22
C92
L24 C100 C9
9
C95 C94C93C90758.61 AC(375,042 SF)760.59 AC(25,769 SF)830.55 AC(24,023 SF)820.57 AC(24,661 SF)50'HAW VILLAGE DRIVE
50' PUBLIC R/W
R30'R30'MAIL KIOSKDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE --------ALAMANCE CO, NC
THOMPSON TOWNSHIP
C30217013911/26/2019TSSLGMPTSS
SITE PLAN
HAW VILLAGE
SUBDIVISION PLAN
1" =50'00501"=50'50SCALE1REVISED PER COMMENTS02/17/202050' RIGHT OF WAYDITCHNOT TO SCALE2'CL1:16"TYPICAL ROADWAY SECTIONASPHALTICPAVEMENT(IF REQD.)DWG-7LOCAL RESIDENTIAL ROADSHOULDERSHOULDERPAVEMENTPAVEMENT2" SF S9.5B8" ABC1/4"/FT.1"/FT.1/4"/FT.1"/FT.3:110'-0"10'-0"6'-0"6'-0"6'-0"ABC*SLOPE*SLOPE*TERRAIN MAX. SLOPELEVELROLLINGHILLY2:12:11-1/2:1
890.67 AC(29,398 SF)910.68 AC(29,714 SF)860.61 AC(26,784 SF)880.65 AC(28,478 SF)870.63 AC(27,529 SF)850.58 AC(25,183 SF)840.56 AC(24,557 SF)810.60 AC(26,226 SF)920.90 AC(39,174 SF)960.47 AC(20,617 SF)970.47 AC(20,560 SF)940.46 AC(20,135 SF)930.95 AC(41,439 SF)980.47 AC(20,516 SF)990.46 AC(20,226 SF)1000.46 AC(20,126 SF)1010.46 AC(20,041 SF)1020.46 AC(20,049 SF)950.47 AC(20,547 SF)900.62 AC(27,058 SF)SEPTICEASEMENT5,769 SF20' SEPTIC LINE EASEMENTEX. 4" PVC WATER MAINEX. 4" G.V.REMOVE PLUGAND BEGIN NEWWATER LINETYPE "B'WATERSERVICETYP.TYPE "A'WATERSERVICETYP.4"PVC SDR-21WATER MAIN2" BLOW OFFASSEMBLYEX. 24" RCP770.51 AC(22,430 SF)780.92 AC(39,896 SF)790.96 AC(41,689 SF)801.12 AC(48,740 SF)760.59 AC(25,769 SF)830.55 AC(24,023 SF)82SEPTICEASEMENT5,165 SFSEPTICEASEMENT5,027 SF20' SEPTIC LINE EASEMENTEX. 6" PVC WATER MAINEX. 4" PVC WATER MAINEX. 2" PVC WATER MAINREMOVE PLUGAND BEGIN NEWWATER LINEEX. 24" RCP2" PVC SDR-21WATER MAINTYPE "B'WATERSERVICETYP.TYPE "A'WATERSERVICETYP.2" BLOW OFFASSEMBLYDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE --------ALAMANCE CO, NC
SOFTWINDS DRIVE
C401 .17013911-26-2019TSSTSSTANTANUTILITY PLAN

HAW VILLAGE
SUBDIVISION PLAN
1"= 50'00501"=50'501REVISED PER COMMENTS02/17/2020
REMOVE PLUG AND BEGINNEW WATER LINE2" BLOW OFFASSEMBLYEX. 6" PVC WATER MAINEX. 2" PVC WATERMAINTYPE "B'WATERSERVICETYP.R48'77787980818283TYPE "B'WATERSERVICETYP.76HAW VILLAGE DR.50' PUBLIC R/WEX. 4" PVC WATER MAINTYPE "A'WATERSERVICETYP.99100101WILDWIND DRIVE50' PUBLIC R/WROAD A50' PUBLIC R/WEND OFPAVEMENT530540550560570530540550560570STA 10+00 CL WESTWINDS DR=
STA 10+00 HAW VILLAGE DRIVE
EX. ELEV CL 542.33
EDGE EX. PVMT. STA 10+10 ELEV 542.15
10+50 F.G. 543.73
11+00 F.G. 546.23
11+50 F.G. 548.82
12+00 F.G. 551.98
12+50 F.G. 554.86
13+00 F.G. 556.98
13+50 F.G. 558.36
14+00 F.G. 558.98 I.I. 538.43I.O. 538.21MIN
.
3
.0
'
COVER2"
PVC
SDR
21
WATER
MA
IN
2" BLOW-OFFASSEMBLYREMOVE PLUG AND BEGINNEW WATER MAINEX. WATER MAINIMPROVEMENTSCULVERT "A"CL FINISHED GRADETOP OF PAVEMENTEXISTING CL GRADE530540550560570530540550560570END PAVEMENTSTA. 11+50.00CL FINISHED GRADETOP OF PAVEMENTEXISTING CL GRADEDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE ALAMANCE CO, NC
SOFTWINDS DRIVE
C501 .17013911-26-2019TSSTSSTANTANROAD A & HAW VILLAGE DR
PLAN AND PROFILE

HAW VILLAGE
SUBDIVISION PLANKNOW WHAT IS BELOWCALL BEFORE YOU DIG RROAD "A" - PLANSCALE: 1"=50'STA: 10+00 - 12+29ROAD "A"- PROFILEHOR. SCALE: 1"=50' VER. SCALE: 1"=5'STA: 10+00 - 12+29HAW VILLAGE DR. - PLANSCALE: 1"=50'STA: 10+00 - 13+82HAW VILLAGE DR- PROFILEHOR. SCALE: 1"=50' VER. SCALE: 1"=5'STA: 10+00 - 13+821REVISED PER COMMENTS02/17/2020
REMOVE PLUGAND BEGIN NEWWATER LINETYPE "A'WATERSERVICETYP.TYPE "B'WATERSERVICETYP.2" BLOW OFFASSEMBLYEX. 4" PVC WATER MAINEX. 2" SDR-21 WATER MAINR48'899190868887858492959697949493989910010110218" RCPWILDWIND DRIVE50' PUBLIC R/WSOFTWINDS DRIVE50' PUBLIC R/WAIR RELEASE VALVE ASSEMBLY530540550560570580530540550560570580STA 0+00 WILDWIND DRIVE EX. ELEV 556.93STA 10+10 EDGE EX. PVMT ELEV 556.6810+50 F.G. 556.7411+00 F.G. 557.5411+50 F.G. 558.33
12+00 F.G. 559.13
12+50 F.G. 559.92
13+00 F.G. 560.72
13+50 F.G. 561.31
14+00 F.G. 561.47
14+50 F.G. 561.21
15+00 F.G. 560.52
15+50 F.G. 559.62
16+00 F.G. 558.72
16+50 F.G. 557.82
17+00 F.G. 556.88
17+50 F.G. 555.66
18+00 F.G. 554.13
18+50 F.G. 552.31
19+00 F.G. 550.46
19+50 F.G. 548.61
CL CUL DE SAC STA 19+94.99
F.G. 546.95AND BEGIN NEW WATERLINE INSTALLATIONEXISTING CONCRETETHRUST COLLARNEW 4" PVC SDR-21 WATER MAIN2" BLOWOFF
ASSEMBLY MIN. 3.0'COVERCOVERMIN. 3.0'PVC10+26 F.G. 556.50 CL FINISHED GRADETOP OF PAVEMENTEXISTING CL GRADEAIR RELEASE VALVEASSEMBLY FORCE MAINDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE ALAMANCE CO, NC
SOFTWINDS DRIVE
C502 .17013911-26-2019TSSTSSTANTANWILDWIND DR
PLAN AND PROFILE

HAW VILLAGE
SUBDIVISION PLAN
1"=50'KNOW WHAT IS BELOWCALL BEFORE YOU DIG R500100501"=50'50HORIZONTAL SCALE 1" = 50'VERTICAL SCALE = 1" = 5'WILDWIN DR - PLANSCALE: 1"=50'STA: 10+00 - 19+91WILDWIND DR- PROFILEHOR. SCALE: 1"=50' VER. SCALE: 1"=5'STA: 10+00 - 19+911REVISED PER COMMENTS02/17/2020
EX. 24" RCPEX. 6" PVC WATER MAINEX. 4" PVC WATER MAINEX. 2" PVC WATER MAINEX. 2" PVC WATER MAINWWWWWWWWWEX. PAVEMENTEX. PAVEMENT(EXISTING) HAW VILLAGE DR.SFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSF10LF EMERGENGY SPILLWAYTEMPORARY DIVERSION 1SEDIMENT BASIN 128' X 56' X 2.5' DEPTHTOP OF DAM EL: 557.00SPILLWAY EL: 555.50BOTTOM EL: 553.001.5" SKIMMER W/0.8" ORIFICEBAFFLES (TYP)CONCRETEWASHOUT (TYP)SILT FENCE OUTLET (TYP)SILT FENCE (TYP)TREE PROTECTION FENCE(TYP)CONSTRUCTION ENTRANCE(TYP)LIMITS OF DISTURBANCE(TYP)STOCKPILESTOCKPILETEMPORARY DIVERSION 2EX. 4" PVC WATER MAINEX. 2" SDR-21 WATER MAINEX. 4" G.V.ROAD DITCHEXISTINGWWWEXISTING SOFTWINDS DRIVESF SFSFSFSFSFSF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SF SFSFSFCONSTRUCTION ENTRANCE(TYP)CONCRETEWASHOUT (TYP)10LF EMERGENGY SPILLWAYSEDIMENT BASIN 246' X 92' X 2' DEPTHTOP OF DAM EL: 543.00SPILLWAY EL: 541.50BOTTOM EL: 539.501.5" SKIMMER W/1.4" ORIFICEBAFFLES (TYP)STOCKPILESTOCKPILESTOCKPILETEMPORARY DIVERSION 4SILT FENCE OUTLET (TYP)SILT FENCE (TYP)TREE PROTECTION FENCE(TYP)LIMITS OF DISTURBANCE(TYP)TEMPORARY DIVERSION 3CHECK DAM (TYP)Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE ALAMANCE CO, NC
SOFTWINDS DRIVE
601 .17013911-26-2019TSSTSSTANTANEROSION CONTROL PLAN
STAGE 1

HAW VILLAGE
SUBDIVISION PLAN
1" =50'EROSION CONTROL LEGENDPROPOSED RIP RAP OUTLET PROTECTIONLIMITS OF DISTURBANCE (TOTAL AREA = 4.58 AC.)TEMPORARY SILT FENCETEMPORARY DIVERSION DITCHROCK CHECK DAMTEMPORARY SILT FENCE OUTLETSFSFSF00501"=50'50SCALE199,632 SF = 4.58 ACDISTURBED AREA1REVISED PER COMMENTS02/17/2020TREE PROTECTION FENCE Phase 1 Temporary Skimmer Sediment BasinsDist.Drain.IntensityQ10RequiredRequiredAvg.Dims.Bottom Dims.Top Dims.ProvidedProvided*SkimmerSkimmer*Skimmer OrificeDiameter (in)Spillway*WeirBasinAreaAreaCc25yr.(in/hr)(cfs)StorageSA (sf)DepthWidthLengthWidthLengthWidthLengthStorageSA (sf)Size (in)FactorFlow DepthWidthPhase 1 Skimmer Basins10.74 ac0.74 ac0.507.222.681,330 cf1,1602.0'20'46'14'40'26'52'1,840 cf1,3521.50.80.50'10.0'21.84 ac2.35 ac0.507.228.484,230 cf3,6902.0'39'84'33'78'45'90'6,552 cf4,0501.51.40.50'10.0'Note:*Skimmer and skimmer orifices sizes assume a drawdown time of 3 days using Faircloth Skimmer method for determining skimmer and orifice size.*Volume calculation does not include freeboard*Add 1.5' to depth to obtain overall depth of basin*Minimum length of weir is 10'DIVERSION DITCH LINER SUMMARY - Haw VillageTemporary Diversion #Total Area(ac)TotalLengthBeginElevationEndElevationΔ ElevationTcSlopeCIntensityQDepthShearLinerPhase 1 Stage 1 Diversions10.41165558.5557.01.52.430.0090.57.221.480.230.13Straw w/ Net20.1486557.5557.00.51.750.0060.57.220.510.140.05Straw w/ Net31.28700560.8543.017.84.980.0250.57.224.620.320.51Straw w/ Net40.64105543.5543.00.52.200.0050.57.222.300.340.10Straw w/ Net
SADDLE REQ'D ON ALL PIPEEXCEPT DUCTILE IRON PIPE1" MUELLER CORP. COCKTYPE K COPPER TUBING OR160 PSI POLYETHYLENE TUBING1"X3/4"X3/4" TEE3/4"5/8"X3/4" MUELLER COPPER7" RISER, 2 H-14222 METERCAST IRON METER BOXWATER MAIN
PLANNOT TO SCALENOTES:1. ALL WATER SERVICES SHALL HAVE A MINIMUMCOVER OF 36".2. TOP OF INSTALLED METER BOX SHALL BE FLUSHWITH FINISH GRADE.YOKE COUPLINGS, 5/8" T-10REQUIRED BY THE APPLICABLEWATER AUTHORITY3. ALL WATER SERVICE LINES SHALL BE INSPECTED BY THEAPPLICABLE WATER AUTHORITY BEFORE BACKFILLING.DWG-71CAST IRON METER BOXMETER YOKE H-234-B2404-R24.EACH METER SHALL HAVE HERSEY, WATTS, FEBCO OR EQUALBACKFLOW PREVENTOR.5.IF POLYETHELENE TUBING IS USED, A COPPER TRACER WIRE ISTO BE WRAPED AROUND THE SERVICE LINEFROM THE MAIN TO THE METER. MAGNETIC LOCATING TAPE MAY BE USED IN-LIEUOF COPPER TRACER WIRE. PLACE TAPE 1.0' ABOVE SERVICE LINE.TYPICAL TYPE "B" WATER SERVICESADDLE REQUIRED ON ALL PIPEEXCEPT DUCTILE IRON PIPE3/4" MUELLER CORPORATION COCK3/4" TYPE "K" COPPER TUBING OR160 PSI POLYETHLENE TUBING5/8"X3/4" MUELLER COPPER METER YOKEYOKE COUPLINGSOR AS REQUIRED BY THEAPPLICABLE WATER AUTHORITY.NOTES:1. ALL WATER SERVICES SHALL HAVE MIN. 36" COVER.3. ALL WATER SERVICE LINES SHALL BE INSPECTED BY THE APPLICABLE2. TOP OF INSTALLED METER BOX SHALL BE FLUSH W/ FINISH GRADE.WATER AUTHORITY PRIOR TO BACKFILLING.TYPICAL TYPE "A" WATER SERVICENOT TO SCALEDWG-5H-234-B-2404-R2 WITH 7" RISER, 2 H-14222 METER4.EACH METER SHALL HAVE HERSEY, WATTS, FEBCO OR EQUALBACKFLOW PREVENTOR.CAST IRON METER BOXIF POLYETHLENE TUBING IS USED, A COPPER TRACER WIRE ISTO BE WRAPED AROUND THE SERVICE LINE FROM THE MAIN TO THEMETER. MAGNETIC LOCATING TAPE MAY BE USED IN-LIEU OFCOPPER TRACER WIRE. PLACE TAPE 1.0' ABOVE SERVICE LINE.WATER MAINoooooooooooooooooooooooooooooooooooooooooooooooooooooooCAST IRONMETER BOX1" AUTOMATIC AIRRELEASE VALVE6" WASHED STONE1" TYPE KCOPPERWATER MAIN1" MUELLER CORP.MIN. 36"COVERNTSSADDLECOCK WITHVARIESROADDITCHAUTOMATIC AIR RELEASE VALVE INSTALLATIONR/WSEE NOTE 1NOTE:1 SADDLE NOT REQ'D OND.I. PIPE W/ REQ'D 1"OR SMALLER TAP2 AIR RELEASE AS MANUFACTURED BYEMPIRE SPECIALITY CO. OR EQUAL3 GATE VALVE - JENKINS OR HAMMONDS OR EQUALALL BRONZEGATE VALVEW/ 1" GATEVALVEDWG-61160 PSI POLYETHYLENE TUBINGTYPE K COPPER TUBING ORSECTION "A"-"A"NOT TO SCALEWATER SERVICE DETAILSNEPTUNE E-CODER R900i OR ASDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE 02/17/2020REVISED PER COMMENTS1ALAMANCE CO, NC
SOFTWINDS DRIVE
14C701 .17013911-26-2019TSSTSSTANTAN
UTILITY DETAILS

HAW VILLAGE
SUBDIVISION PLAN
1" = 40'
Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE 02/17/2020REVISED PER COMMENTS1ALAMANCE CO, NC
SOFTWINDS DRIVE
14C702 .17013911-26-2019TSSTSSTANTANEROSION CONTROL DETAILS

HAW VILLAGE
SUBDIVISION PLAN
1" = 40'FILTER OF 1"DIAMETERSTONESILT FENCEFABRIC4' MIN.STEEL FENCEPOST SET MAX.2' APART18" MIN.1' MIN.3' FILTER FABRICON GROUNDRIP RAPSPLASH PADBURY WIRE FENCE ANDFILTER FABRIC IN GROUND(SEE SILT FENCE DETAIL)FILTER OF 1"DIAMETER STONESILT FENCEFABRICWIRE FENCESTEEL FENCE POST2' MAX.NOTE:CONTRACTOR SHALL FIELD LOCATE OUTLETS AT LOW POINTS INEACH RUN OF SILT FENCE.
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be kept on site and available forinspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This General Permit as well as the Certificate of Coverage, after it is received.(b)Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that Must be ReportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(d)Anticipated bypasses and unanticipated bypasses.(e)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at [phone].3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41]PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawalshall not commence until the E&SC plan authority has approved these items,(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeproperly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedPOLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.OF:SHEETDate:Project Engineer:Checked By:SUBDIVISION PLAN----HAW VILLAGE 02/17/2020REVISED PER COMMENTS1ALAMANCE CO, NC
SOFTWINDS DRIVE
14C703 .17013911-26-2019TSSTSSTANTANEROSION CONTROL DETAILS

HAW VILLAGE
SUBDIVISION PLAN
1" = 40'EROSION CONTROL CONSTRUCTION SEQUENCE AND NOTESEROSION CONTROL MEASURES SELF INSPECTION1. THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT SHALL CONDUCT INSPECTIONS OF ALL EROSIONCONTROL DEVICES AND PRACTICES IN ACCORDANCE WITH NCDENR DIVISION OF LAND RESOURCES REQUIREMENTS2. A SELF INSPECTION SHALL BE PERFORMED AFTER EACH PHASE OF THE APPROVED SEDIMENT AND EROSION CONTROLPLAN IS COMPLETE. THIS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING:2.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.2.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.2.3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.2.4. INSTALLATION OF STORM DRAINAGE FACILITIES.2.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT2.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.3. PERSON PERFORMING INSPECTION MAY USE THE STANDARD FORM PROVIDED BY NCDENR DIVISION OF LANDRESOURCES OR MAY MARK UP A SINGLE COPY OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. ANYDOCUMENTATION OF THE SELF INSPECTIONS SHALL BE MAINTAINED ON-SITE AND MADE AVAILABLE TO THE EROSION4. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FORLAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THEAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THEDOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. AS OF AUGUST 1, 2013 THESELF-INSPECTION PROGRAM WAS COMBINED WITH THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDESSTORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THEINSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THEAPPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUEDUNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. ACOMBINED SELF-INSPECTION / SELF-MONITORING FORM IS AVAILABLE AT THE FOLLOWING WEB ADDRESS:http://portal.ncdenr.org/web/lr/erosion . IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THELAND QUALITY SECTION AT [phone].TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE FAMILY LOTS SEDIMENTAND EROSION CONTROL1.THE SUBDIVISION EROSION CONTROL PLAN DOES NOT INCLUDE THE LOTS, LOT EROSION CONTROL IS REQUIRED. BUILDER MUSTOBTAIN EROSION CONTROL PERMIT FROM NCDEQ PRIOR TO ANY LAND DISTURBING ACTIVITIES ON THE LOTS.2.AS OF APRIL 1, 2019 APPLICANTS MUST APPLY ONLINE FOR NCG-01 PERMIT COVERAGE FROM NCDEQ. THIS REQUIREMENT IS INADDITION TO THE LAND DISTURBANCE PERMIT.3.OBTAIN ALL NECESSARY PERMITS AND CERTIFICATES.4.INSTALL TREE PROTECTION FENCE IF REQUIRED. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETSAND ADDITIONAL MEASURES AS NEEDED. CLEAR ONLY AS NECESSARY TO INSTALL DEVICES. PROVIDE GROUNDCOVER FOR ALLDISTURBED AREAS.5.CALL ENVIRONMENTAL CONSULTANT FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN ACERTIFICATE OF COMPLIANCE.6.BEGIN CONSTRUCTION, BUILDING, CLEARING AND GRUBBING. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.7.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. PROVIDEGROUNDCOVER FOR DENUDED AREAS PER NPDES GROUND STABILIZATION TIMEFRAMES.8.WHEN CONSTRUCTION IS COMPLETE, AND ALL AREAS ARE PERMANENTLY STABILIZED AND EROSION CONTROL MEASURES AREREMOVED, CALL ENVIRONMENTAL CONSULTANT FOR AN INSPECTION.9.OBTAIN A CERTIFICATE OF COMPLETION. STANDARD SEDIMENT AND EROSION CONTROL PLAN FOR SINGLE FAMILY LOTS APPLICABLE CONDITIONS1.THIS STANDARD PLAN IS FOR LOTS WITH A DISTURBED AREA OF LESS THAN 1 ACRE AND A TOTAL SITE DISTURBANCE LESS THAN5 ACRES. IF THE DISTURBED AREA IS GREATER THAN 1 ACRE (ON A SINGLE LOT OR MULTIPLE LOTS THAT ARE MASS GRADED) ACUSTOM EROSION CONTROL PLAN MUST BE PREPARED AND SUBMITTED ONLINE FOR THE 30-DAY REVIEW CYCLE AND PAY THEEROSION CONTROL PLAN REVIEW AND GRADING PERMIT FEES.2.THIS STANDARD PLAN IS FOR LOTS THAT ARE "FINISHED, PAD READY", OR AT FINAL GRADE. MASS GRADING WITH FULLSTABILIZATION HAS ALREADY OCCURRED OR MASS GRADING WILL NOT OCCUR.3.THE STANDARD PLAN IS NOT FOR SITES LOCATED IN A HIGH QUALITY WATER (HQW) ZONE AND PROPERTIES THAT CONTAINJURISDICTIONAL WETLANDS OR STREAMS WITHIN 100 FEET OF THE LOTS.4.THIS PLAN SHALL NOT BE USED WITH LOTS THAT HAVE OFF-SITE SEPTIC EASEMENTS OR IF ANY PART OF THE SEPTIC SYSTEMOR REPAIR AREA IS LOCATED WITHIN 10 FT. OF A PROPERTY LINE.5.ADDITIONALLY, THIS PLAN SHALL NOT BE USED FOR LOTS WITH:a.BASEMENTSb.GREATER THAN 5 FT. OF ELEVATION BETWEEN THE TOE OF SLOPE FOR EACH LOT AND/OR LOTS WITH GREATER THAN 10 FT.ELEVATION DIFFERENCE OF THE DISTURBED AREA FROM FRONT TO BACKc.CONCENTRATED FLOW/SWALES BETWEEN THEMd.STORMWATER CONTROL MEASURES (SCMS) FOR THE INDIVIDUAL LOTe.RECEIVING OFFSITE CONCENTRATED STORMWATER.1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE LOCAL JURISDICTIONAL LAND QUALITY INSPECTOR.2.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS OR OTHER MEASURESAS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARYDIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.3.CALL LOCAL JURISDICTIONAL LAND QUALITY INSPECTOR FOR AN ONSITE INSPECTION TO OBTAIN A CERTIFICATE OFCOMPLIANCE.4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.5.INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPSOR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC.6.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEEDAND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES.7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL LOCAL JURISDICTIONAL LANDQUALITY INSPECTOR FOR AN INSPECTION.8.IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT ORSTABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITYDISSIPATORS, SHOULD NOW BE INSTALLED.9.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE INSPECTOR. OBTAIN ACERTIFICATE OF COMPLETION.FOR SELF INSPECTION.