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Home My WebLink About20191241 Ver 1_Plans_20190916North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949Note:Brunswick County Public Utilities standard waterand sewer detail sheets are attached as part of thisplan set.Omit the Brunswick County Pump Station Details as thePump Station is Private.Vertical Datum: NAVD 88Horizontal Datum: NAD 83 (2007)COUNTY OF BRUNSWICKPROJECT NO.18312.1600SHEET NO.C0DATE:04-02-19PROJECT NAME: THE FARM AT BRUNSWICK PH 16 & 17 LOCATION: Brunswick County, North Carolina OWNER: D.R. Horton, Inc. DESIGNER: Thomas & Hutton SUBMITTAL:100% - Rev 4TECH: CCRDES: CCRCHK: MDS“ENGINEER’S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFICATIONS AND DETAILS”I hereby certify that the plans, details, and associated project specifications comply with the latest version, as of this date, ofBrunswick County’s Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirmmy understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnelhave reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand thatBrunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with Countyobjectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance withapplicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will notassume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the Countymay refuse to issue permits at facilities that the County deems are non-compliant with County Specifications. I also confirmmy understanding that County Inspections are for the sole use of the County and I certify that I will not use, or direct othersto use, County inspections for State compliance purposes or any other purpose.”REVISION DESCRIPTIONDATENUMBERBYINDEX OF SHEETSENGINEER / SURVEYORThe construction will consist of the clearing and grubbing of existing wooded and open area, grading of theexisting contours, and the construction of utilities, roadway, driveways, and 89 residential units.THE FARM AT BRUNSWICK PH 16 & 17OWNERD.R. HORTON, INC.4049 Belle Terre Blvd.MYRTLE BEACH, SC(843) 357 -8400VICINITY MAP(Not to Scale)APPROVAL STATUSDATEBYDEPARTMENTPLANNINGENGINEERINGPUBLIC UTILITIESYESYESYESNON/AN/ANON/ANOPARCEL ID #: 226-00-01-11421113387871774/76904130211TYPE OF WORK:Engineering | Surveying | Planning | GIS | Consultingwww.thomasandhutton.com611 Burroughs & Chapin Boulevard • Suite 202Myrtle Beach, SC 29577 • 843.839.3545Sheet List TableSheetNumberSheet TitleC0Brunswick Co Cover SheetG1.1General Notes and IndexEC1.1Erosion Control NotesEC1.2Erosion Control NotesEC2.1Erosion Control Plan- InitialEC2.2Erosion Control Plan- InitialEC3.1Erosion Control Plan- FinalEC3.2Erosion Control Plan- FinalEC4.1Erosion Control DetailsEC4.2Erosion Control DetailsEC4.3Erosion Control DetailsC2.1Water & Sewer PlanC2.2Water & Sewer PlanC2.3Sewer ProfilesC2.4Sewer ProfilesC2.5Water & Sewer DetailsC2.6Water & Sewer DetailsC2.7Water & Sewer DetailsC2.8Water & Sewer DetailsC2.9Water & Sewer DetailsC2.10Water & Sewer DetailsC2.11Water & Sewer DetailsC2.12Water & Sewer DetailsC2.13Water & Sewer DetailsC2.14Water & Sewer DetailsC2.15Water & Sewer DetailsC2.16Water & Sewer DetailsC2.17Water & Sewer DetailsC2.18Water & Sewer DetailsC2.19Water & Sewer DetailsC2.20Water & Sewer DetailsC2.21Water & Sewer DetailsC3.1Paving, Grading, Drainage PlanC3.2Paving, Grading, Drainage PlanC3.3Road ProfilesC3.4Road ProfilesC3.5Drainage ProfilesC3.6Drainage ProfilesC3.7Drainage ProfilesC3.8Drainage ProfilesC3.9Paving Grading & Drainage DetailsC3.10Paving Grading & Drainage DetailsC3.11Paving Grading & Drainage DetailsC3.12Paving Grading & Drainage DetailsC4.1Staking & Signage PlanC4.2Staking & Signage PlanC4.3Staking & Signage Details EXISTINGFARM ATBRUNSWICKPHASE 11BFARM ATBRUNSWICKPHASE 13FARM ATBRUNSWICKPHASE 14CORNFLOWER STREETFARM ATBRUNSWICKPHASE 15PROPOSEDFARM ATBRUNSWICKPHASE 16PROPOSEDFARM ATBRUNSWICKPHASE 17FENCE P O S T L A N E SILO S WAY FENCE POST LANEFENCE POST LANEFENCE P O S T L A N E N.T.SZ:\18312\18312.1600\Engineering\Drawings\Construction Plans\18312.1600 - GN-ID.dwg - Mar 18, 2019 - 10:55:06 AMEROSION CONTROL LEGENDDESCRIPTIONPLAN SYMBOLSILT FENCECLEARING LIMITSLIMITS OF DISTURBANCESUBSURFACE DRAINTREE PROTECTIONTEMPORARY SEEDINGPERMANENT SEEDINGSODDINGRIPRAPOUTLET PROTECTION - RIP RAPSEDIMENT TRAPROCK CHECK DAMSTABILIZED CONSTRUCTION ENTRANCESTORM DRAIN INLET PROTECTION - TYPE AFILTER FABRICSTORM DRAIN INLET PROTECTION - TYPE ESURFACE COURSE CURB INLET FILTERCLLODSSDTSPSSOORAEDRAINAGE LEGENDDESCRIPTIONEXISTINGPROPOSEDPIPEDITCHCURB INLETGRATE INLETJUNCTION BOXOUTLET STRUCTURESEWER LEGENDDESCRIPTIONEXISTINGPROPOSEDGRAVITY PIPESINGLE SERVICE LATERALDOUBLE SERVICE LATERALMANHOLECLEANOUTFORCEMAINVALVE AND BOXFLUSH HYDRANTREDUCERBACKFLOW PREVENTORCROSSTEE90° BEND - HORIZONTAL45° BEND - HORIZONTAL22-12° BEND - HORIZONTAL11-14° BEND - HORIZONTALBEND - VERTICALPLUG \ CAPSS10''FM10''FM10''FM10''FMWATER LEGENDDESCRIPTIONEXISTINGPROPOSEDWATER MAINSINGLE SERVICE LATERALDOUBLE SERVICE LATERALVALVE AND BOXFIRE HYDRANT W/VALVE & BOXPOST HYDRANTREDUCERBACKFLOW PREVENTORCROSSTEE90° BEND - HORIZONTAL45° BEND - HORIZONTAL22-12° BEND - HORIZONTAL11-14° BEND - HORIZONTALBEND - VERTICALCAP10''W10''WABBREVIATIONSHDPEHIGH DENSITY POLYETHYLENEJBJUNCTION BOXSDMHSTORM DRAINAGE MANHOLEBOTBOTTOMLFLINEAR FEETSFSQUARE FEETCICURB INLETMAXMAXIMUMSSSANITARY SEWERCPPCORRUGATED PLASTIC PIPEMINMINIMUMTCTOP OF CURBDIPDUCTILE IRON PIPEMHMANHOLETGTOP OF GUTTERELELEVATIONOCON CENTERTPTOP OF PAVEMENTFGFINISH GRADEPCPOINT OF CURVETWTOP OF WALKFHFIRE HYDRANTPHPOST HYDRANTTYPTYPICALFMFORCE MAIN (SANITARY SEWER)PTPOINT OF TANGENTWWATERFPFINISH PADPVCPOLYVINYL CHLORIDEW/WITHFRFRAMERCPREINFORCED CONCRETE PIPEWVWATER VALVEGIGRATE INLETRJPRESTRAINED JOINT PIPEYIYARD INLETGVGATE VALVER/WRIGHT-OF-WAYINVINVERT ELEVATIONSDSTORM DRAINAGEDESIGNED:SCALE:REVIEWED:APPROVED:DRAWN:JOB NO:DATE:J-BY DATEREVISIONSNO. Engineering | Surveying | Planning | GIS | Consulting www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.354518312.16008-22-18CCRCCRMDSJHRTHE FARM AT BRUNSWICK PH 16 & 17 GENERAL NOTES AND INDEX D.R. HORTON, INC. BRUNSWICK COUNTY, NC OTHER UTILITIES LEGENDDESCRIPTIONEXISTINGNATURAL GASTELEPHONEUNDERGROUND TELEPHONEELECTRICITYUNDERGROUND ELECTRICITYUGGUGGOHTOHTUTLUTLOHPOHPUGPUGPNorth CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949SS Engineering | Surveying | Planning | GIS | Consultingwww.thomasandhutton.com611 Burroughs & Chapin Boulevard • Suite 202Myrtle Beach, SC 29577 • 843.839.3545North Carolina One Call Center "It's The Law" Call Before You Dig 1-800-632-4949 Engineering | Surveying | Planning | GIS | Consulting www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED AND CRIMPED IN PLACE OR PROTECTED WITH EROSION* INDICATES MARGINAL (BUT PERMISSIBLE) PLANTING DATE3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THRU OCTOBERNOTES*****************2. SCARIFIED1. UNSCARIFIED*11**11***1**1**12**2112*12****211MATTING TO ENSURE PROPER STABILIZATION. (SLOPES 6:1 OR GREATER MUST BE PROTECTED WITH EROSION * 6 APPLY WHEN PLANTS GROW TO A HEIGHT OF 2 TO 4 INCHES.* 5APPLY TO GRASS SPECIES ONLY.* 4 APPLY WHEN PLANTS ARE PRUNED.* 3 APPLY IN 3 SPLIT APPLICATIONS.* 2 APPLY IN SPLIT APPLICATIONS WHEN HIGH RATES ARE USED.* 1 APPLY IN SPRING FOLLOWING SEEDING.NOTE: SPREAD AGRICULTURAL LIMESTONE EVENLY OVER ALL SEEDED AREAS AT A RATE OFOF 1.5 TONS/ACRE.MATTING) 1. GROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATION TIMEFRAME EXCEPTIONSPERIMETER DIKES,SWALES, DITCHES,AND SLOPES7 DAYSNONEHIGH QUALITYWATER (HQW)ZONES7 DAYSNONESLOPES STEEPERTHAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOTSTEEPER THAN 2:1, 14 DAYSARE ALLOWEDSLOPES 3:1 ORFLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHALL OTHER AREASWITH SLOPESFLATTER THAN 4:114 DAYSNONE (EXCEPT FORPERIMETERS AND HQW ZONES)2. BUILDING WASTES HANDLING1.NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.2.DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHERWASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMSUNLESS NO REASONABLE ALTERNATIVES AVAILABLE.3.EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50' FROMSTORM DRAINS AND STREAMS UNLESS NO REASONABLEALTERNATIVES AVAILABLE.4.CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACTWITH SURFACE WATERS, WETLANDS, OR BUFFERS.3. INSPECTIONS1.SAME WEEKLY INSPECTION REQUIREMENTS.2.SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT.3.INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESSHOURS".4.INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURINGBUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION ISAPPROVED.5.RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPONREQUEST.6.ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTEDUNDER CERTAIN CONDITIONS.4. SEDIMENT BASINS1.OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACEUNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.2.USE ONLY DWQ-APPROVED FLOCCULENTS.NPDES - SPECIFIC PLAN SHEETS NOTES1.THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERALSTORMWATER PERMIT NCG010000.2.THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDESGENERAL STORMWATER PERMIT NCG010000 ONLY.3.THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELYPURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000.4.THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THEPLANS AND IT IS NOT A PART OF THE APPROVED PLANS FOR THEPURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.TEMPORARY SEEDING IN NORTH CAROLINASEEDING MIXTURESPECIESRATE (LB/ACRE)LATE WINTER &EARLY SPRINGRYE (GRAIN)ANNUAL LESPEDEZA (KOBE INPIEDMONT AND COASTALPLAIN, KOREAN IN MOUNTAINS)120ANNUAL LESPEDEZA (KOBE INPIEDMONT AND COASTALPLAIN, KOREAN IN MOUNTAINS)50SUMMERGERMAN MILLET40IN THE PIEDMONT ANDMOUNTAINS, ASMALL-STEMMED SUNDAGRASSMAY BE SUBSTITUTED AT ARATE OF 50 LB/ACREFALLRYE (GRAIN)120SEEDING DATESLATE WINTER &EARLY SPRINGMOUNTAINS - ABOVE 2500 FTFEB. 15 - MAY 15MOUNTAINS - BELOW 2500 FTFEB. 1 - MAY 1PIEDMONTJAN. 1 - MAY 1COASTAL PLAINDEC. 1 - APR. 15SUMMERMOUNTAINSMAY 15 - AUG. 15PIEDMONTMAY 1 - AUG. 15COASTAL PLAINAPR. 15 - AUG. 15FALLMOUNTAINSAUG. 15 - DEC. 15PIEDMONT & COASTAL PLAINAUG. 15 - DEC. 30SOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACREGROUND AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10-10-10FERTILIZERMULCHAPPLY 4,000 LBS/ACRE STRAW. ANCHOR STRAW BY TACKING WITHASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADESSET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZEAND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 4'6'2:1 SLOPEMIN. 4"OVERLAP3'3'12"TAMP SOIL OVER MAT / BLANKET12"12" MIN.4"2"1/2"1 1/2"NOTES:1. SLOPE SURFACE SHALL BE FREE OF ROCKS CLODS, STICKS AND GRASS. MATS / BLANKETS SHALL HAVE GOOD SOIL CONTACT.2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS.3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.4. BLANKETS SHALL BE BIODEGRADABLE EROSION CONTROLMATTING/BLANKET.5. ALL SLOPES 6:1 OR GREATER AND ALL SWALES SHALL BE STABILIZED WITH MATTING/BLANKET.6. CONTRACTOR RESPONSIBLE FOR MAINTENANCE, REPAIR AND/OR REPLACEMENT AS REQUIRED THROUGHOUT CONSTRUCTION.North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949EROSION CONTROL NOTES:GENERAL NOTES:1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.2. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE-WAY.3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE ANY CONSTRUCTION BEGINS.4. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS.5. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.6. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN & STOCKPILE AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).SILT SACK MAINTENANCE NOTE:www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 APPROXIMATELY 15 FEET ABOVE THE ROAD. SHALL BE CONSTRUCTED ACROSS THE FOUNDATION2. ON SITES WHERE THE GRADE TOWARD THE PAVED AREA IS GREATER THAN 2%, A DIVERSION RIDGE 6 TO 8 INCHES HIGH WITH 3:1 SIDE SLOPES AND BE CLEARED OF ALL VEGETATION AND ROOTS. AREA BE EXCAVATED TO A DEPTH OF 3 INCHES 1. IT IS RECOMMENDED THAT THE ENTRANCE ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.4. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 TO 3 INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ON AN AREA STABILIZED WITH CRUSHED STONE AND PROVISIONS THAT INTERCEPT THE SEDIMENT- LADEN RUNOFF AND DIRECT IT INTO AN WHEN WASHING IS REQUIRED, IT SHALL BE DONE ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. THE MUD, THE TIRES SHOULD BE WASHED PRIOR TO THE GRAVEL PAD DOES NOT SUFFICIENTLY REMOVE3. IF THE ACTION OF THE VEHICLE TRAVELING OVERNOTE:North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 ∠www.thomasandhutton.com611 Burroughs & Chapin Boulevard • Suite 202Myrtle Beach, SC 29577 • 843.839.3545North Carolina One Call Center "It's The Law" Call Before You Dig 1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545North CarolinaOne Call Center"It's The Law"Call Before You Dig1-800-632-4949 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 843.839.3545 www.thomasandhutton.com 611 Burroughs & Chapin Boulevard • Suite 202 Myrtle Beach, SC 29577 • 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