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Home My WebLink AboutSW3201001_DG_GRANITE_QUARRY_20210217GRANITE QUARRY, NCSTORE #22446VICINITY MAP (NTS)NORTH CAROLINA COUNTY MAP(ROWAN COUNTY)SITE COORDINATES: LATITUDE = 35.596994° NLONGITUDE = -80.425733° WSURVEY:BLUE RIDGE GEOMATICS, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE: C-3576ENGINEER:BREC, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE: C-3448CITY/TOWN: GRANITE QUARRY, NCSHEET INDEXC000 COVER SHEETC001 NPDES NCG01C002 EXISTING CONDITIONSC003 DEMOLITION PLANC100 SITE PLANC200 GRADING PLANC201 PRE-CONSTRUCTION DAC300 PHASE 1 ESC PLANC301 PHASE 2 ESC PLANC302 FINAL ESC PLANC400 UTILITY PLANG100 LANDSCAPE PLANC900 DETAILSC901 DETAILSC902 DETAILSC903 DETAILSC904 DETAILSC905 DETAILSC906 DETAILSSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446COVER SHEETTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC00002/16/2021U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITE NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000ENTIRE PERMIT CAN BE FOUND AT:https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/NCG010000_Final_Permit_2019_04_01.pdfEROSION CONTROL CONTACTMARK ZEINER -PROJECT MANAGER(267) 261-6972SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446NPDES NCG01TERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC00102/16/2021 ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTPPPPPPPP PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x xxxxxxxxxxxxx x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxx x x x x x x x xxxxxxxxxxxxx x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASS74° 03' 47"E - 396.79'GROUNDTIE LINECOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47 'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81 'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUND18" RCPINV.=780.14'HEADWALL18" RCPINV.=781.61'18" RCPINV.=782.29'18" RCPINV.=784.02'12" RCPINV.=786.29'12" RCPINV.=787.5815" RCPINV.=782.83'15" RCPINV.=784.01'UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLELIGHTPOLES13° 12' 34"E - 105.34'N13° 18' 32"W25.04'GUYANCHORGUYWTR.MTR.SPIGOTSPIGOTWTR.VLV.WTR.VLV.WTR.VLV.FIREHYD.MONUMENT SIGNON CONCRETELANDSCAPEAREACONCRETECONCRETEGRAPE VINE SUPPORT FENCING (TYP.)GRAPE VINE SUPPORT FENCING (TYP.)GRAPE VINE SUPPORT FENCING (TYP.)GRAPE VINE SUPPORT FENCING (TYP.)WOOD FENCE - ENCROACHES OVER R/WCHAIN-LINK FENCESANITARY SEWERMANHOLE - FORCEMAINT R E E L I N E TREELINE TREELINE TREELINE FOUNTAINOLD ROUTE 80 (S.R. 2300) MAIN STREETHEADWALLSHELTEREX. BREAKER BOXR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W790 7857807757 7 0770775 780 785 785RIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATEDSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446EXISTING CONDITIONSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C00202/16/2021VICINITY MAP (NTS)U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITELEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERR/WRIGHT-OF-WAY ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTPPPPPPPP PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x xxxxxxxxxxxxx x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxx x x x x x x x xxxxxxxxxxxxx x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASS74° 03' 47"E - 396.79'GROUNDTIE LINECOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47 'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81 'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUND18" RCPINV.=780.14'HEADWALL18" RCPINV.=781.61'18" RCPINV.=782.29'18" RCPINV.=784.02'12" RCPINV.=786.29'12" RCPINV.=787.5815" RCPINV.=782.83'15" RCPINV.=784.01'UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLELIGHTPOLES13° 12' 34"E - 105.34'N13° 18' 32"W25.04'GUYANCHORGUYWTR.MTR.SPIGOTSPIGOTWTR.VLV.WTR.VLV.WTR.VLV.FIREHYD.MONUMENT SIGNON CONCRETELANDSCAPEAREACONCRETECONCRETEGRAPE VINE SUPPORT FENCING (TYP.)GRAPE VINE SUPPORT FENCING (TYP.)GRAPE VINE SUPPORT FENCING (TYP.)GRAPE VINE SUPPORT FENCING (TYP.)WOOD FENCE - ENCROACHES OVER R/WCHAIN-LINK FENCESANITARY SEWERMANHOLE - FORCEMAINT R E E L I N E TREELINE TREELINE TREELINE FOUNTAINOLD ROUTE 80 (S.R. 2300) MAIN STREETHEADWALLSHELTEREX. BREAKER BOXR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WEXISTING 15" RCPTO BE REMOVEDALL GRAPE VINEFENCING TO BEREMOVEDEXISTING TREES AREATO BE CLEARED TOTHE PROPERTY LINEEXISTING SHELTER INCLUDINGALL ASSOCIATED SUBSURFACECONSTRUCTION & UTILITIES TOBE REMOVEDEXISTING SPIGOTTO BE REMOVEDEXISTING SPIGOTTO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING FIRE HYDRANTTO BE RELOCATEDCOORDINATE WITHUTILITY PROVIDERRIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATEDEXISTING HEADWALLTO BE BE REMOVEDEXISTING LANESTRIPING TO BEREMOVED BYGRINDINGEXISTING UTILITY POLE TOBE RELOCATED/REMOVEDCOORDINATE WITH UTILITYPROVIDERREMOVEREMOVEREMOVEEXISTING WATER METERAND RPZ TO BE REMOVEDCOORDINATE WITH SRUALL DEMOLITION OF EXISTINGSTRUCTURES MUST COMPLY WITHRULES ASSOCIATED WITH ASBESTOSAND LEAD REMOVAL AND BUILDINGCODE PERMIT REQUIREMENTS.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DEMOLITION PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C00302/16/2021VICINITY MAP (NTS)U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITELEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERR/WRIGHT-OF-WAY S74° 03' 47"E - 396.79'GROUNDTIE LINECOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47 'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81 'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUNDS13° 12' 34"E - 105.34'N13° 18' 32"W25.04'MONUMENT SIGNON CONCRETELANDSCAPEAREAOLD ROUTE 80 (S.R. 2300) MAIN STREET30' SETBACKR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W15' TYPE A BUFFER10' SETBACK25' SETBACK10' SETBACKDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 784.00134'8'10'8'9'20'36'20'6'9'36'9'54'54'20'27.5'18'47.5'5'130.33'5'5'3.5'10'8.66'R25'R35'R15'12'75' STORAGE55' TAPER100' STORAGE150' TAPER12'12'R20'R15'20'45'56146A9'C9006C9007C9008RIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATED6' WOOD PRIVACY FENCESEE DET. 3/C905MONUMENT SIGN12' x 18' DUMPSTER ENCLOSUREWITH BOLLARDS SEE DET. 4/C901STANDARDDUTY ASPHALTSEE DET. 2/C900HEAVY DUTYASPHALT SEEDET. 1/C90024" STOP BAR - WHITEPER NCDOT STD. 12054" DOUBLEYELLOW LINESPAVEMENT MARKINGSPER NCDOT STD. 1205NCDOT PAVINGSEE DET. 1/C901DELIVERY RAMPSEE DET. 2/C901HANDICAP RAMP& SIGNAGE SEEDET. 3-5/C900BOLLARDS (4)SEE DET. 9/C90010' x 70' SIGHTTRIANGLE10' x 70' SIGHTTRIANGLEDEPRESSED CURBSEE DET. 5/C901DEPRESSED CURBSEE DET. 5/C90110' MAINTENANCE EASEMENT10' MAINTENANCE EASEMENT12'SAND FILTER35.75'NCDOT SYMBOLS TO BETHERMOPLASTIC PAINTSEE NCDOT STD. 1205.08NCDOT LINES TO BEPOLYUREA PAINT SEENCDOT STD. 1205.01INSTALL SNOWPLACEABLERAISED PAVEMENT MARKERSPER NCDOT 1250.01 & 1253.01NCDOT LINES TO BEPOLYUREA PAINT SEENCDOT STD. 1205.01NCDOT SYMBOLS TO BETHERMOPLASTIC PAINTSEE NCDOT STD. 1205.08INSTALL SNOWPLACEABLERAISED PAVEMENT MARKERSPER NCDOT 1250.01 & 1253.0110' MAINTENANCE EASEMENT10'10' MAINTENANCE EASEMENTSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #2244622446SITE PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C10002/16/2021U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITEVICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100STRIPING LEGENDYELLOW CURBING AND BOLLARDS -PARKING LOTSURFACES SHOULD BE CLEAN,DRY AND METAL SURFACES FREEOF HEAVY RUST. 2 COATSSHERWIN WILLIAMS - KEM 4000ACRYLIC ALKYD ENAMEL SAFETYYELLOW B55Y300STRIPING - PARKING LOTSURFACES SHOULD BE CLEAN,DRY. TOP COAT SHERWINWILLIAMS - PROMAR TRAFFICMARKING PAINT YELLOW TM5495HANDICAP STRIPING - PARKING LOTSURFACES SHOULD BE CLEAN,DRY. TOP COAT SHERWINWILLIAMS - PROMAR TRAFFICMARKING PAINT "H.C." BLUEDOLLAR GENERAL PAVEMENT NOTES:1.DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE ORDECREASE WITH VARIOUS SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITHPAVEMENT DESIGN RECOMMENDATIONS SHALL BE COMPLETED FOR EACHDEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERALREQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED ANDCOMPACTED PRIOR TO PLACEMENT OF BASE MATERIAL. WHERE EXISTING SUBGRADEMATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND REPLACED WITHCOMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICALRECOMMENDATIONS.3.HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (ASRECOMMENDED BY GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BESTEEL REINFORCED. REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY DOLLARGENERAL.4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIORAPPROVAL. ALL JOINTS MUST BE SEALED WITH AN APPROVED SEALANT. STEELREINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R (GUIDE FOR DESIGN ANDCONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.PARKING AND PAVEMENT NOTES1.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ONUNIFORM TRAFFIC DEVICES, 2012 EDITION AS AMENDED.2.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.3.ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS INDICATED OTHERWISE.4.ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.5.CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.6.CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFICCONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.7.JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.8.CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTEDBY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).9.CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION INCONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FORCONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.10.CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.11.ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE,INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIEDTO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.12.ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEEDETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).13.ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUALSIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OFANY SIGN.NCDOT PAVINGSTANDARD DUTY ASPHALTHEAVY DUTY ASPHALTR1-130"X30"SIGN LEGENDABUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.R/WRIGHT-OF-WAYSITE INFORMATIONPROPERTY SIZE1.66± ACRESIMPERVIOUS AREA29,212 SQ. FT.DISTURBED ACRES1.86± ACRESZONEHBPARKING COUNT31 SPACESPROPERTY IS NOT LOCATED IN FEMA FLOODPLAIN ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTS74° 03' 47"E - 396.79'GROUNDCOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUND18" RCPINV.=780.14'HEADWALL18" RCPINV.=781.61'18" RCPINV.=782.29'18" RCPINV.=784.02'12" RCPINV.=786.29'12" RCPINV.=787.58S13° 12' 34"E - 105.34'N13° 18' 32"W25.04'MONUMENT SIGNON CONCRETELANDSCAPEAREAOLD ROUTE 80 (S.R. 2300) MAIN STREET30' SETBACKR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W15' TYPE A BUFFER10' SETBACK25' SETBACK10' SETBACKDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 784.00790 7857807757 7 0770775 780 785 785 786 783783 785785781 7 7 5 7 7 2 6 - 6" PVC ROOF DRAINS PIPE - 1NCDOT DROP INLETRIM : 782.7515" RCP INV IN : 779.9118" RCP INV IN : 779.7624" RCP INV OUT : 779.26 PIPE - 3 OUTLET STRUCTURERIM : 780.7518" HDPE INV OUT : 775.00 PIPE - 70+000+52-5.5%-1.7%-1.5%-0.9%-1.5%-2.2%-2.0%RIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATED6' WOOD PRIVACY FENCESEE DET. 3/C905OUTLET PROTECTIONSEE DET. 4/C903FLARED END SECTIONSEE DET. 4/C90410' EMERGENCY SPILLWAYELEV. = 776.85SEE DET. 8/C902OUTLET PROTECTIONSEE DET. 4/C903FLARED END SECTIONSEE DET. 4/C904783.64 TC783.14783.45 TC782.95784.00 TC783.50784.24 TC783.74783.70 TC783.20783.90 TC/HP783.40783.70 TC783.20785.75 783.64 TC783.14783.45 TC782.95783.80 TC783.30783.80 TC783.30783.93 TC783.43783.93 TC783.43783.80 TC783.30 783.43 BOR783.93 TOR783.80 TC783.3078 3 . 8 7 78 3 . 8 7 783.87 783.877 8 3 . 5 0 G R O U N D783.13783.13782.90783.60 TC783.10 783.80 TC783.307 8 3 . 8 4 T C 7 8 3 . 3 4 783.877 8 3 . 9 0 T O R 7 8 3 . 4 0 B O R 7 8 3 . 4 8 T C 7 8 2 . 9 8 783.36 TC782.86-1.8%784.00 SEE DET. 2/C902OUTLET PROTECTIONSEE DET. 4/C9038" PVC PIPE - 2PIPE COLLARNCDOT STD. 840.72OUTFALL #1FOREBAY1,220 SQ.FT.DROP INLET - 1RIM : 781.9015" HDPE INV OUT : 779.30CURB INLET - 1RIM : 782.7515" HDPE INV IN : 778.5018" HDPE INV OUT : 778.25 PIPE - 4 YARD INLET - 1RIM : 782.2518" HDPE INV IN : 777.5018" HDPE INV OUT : 777.40 PIPE - 5 PIPE - 6783 778 782 778783783783783783779783 780 785787786 SAND658 SQ.FT.SEE DET. 4/C902SEE DET. 6/C902SEE DET. 5/C902-1.7%ELEVATIONSTATIONDRIVEWAY PROFILE760770780790800810760770780790800810-0+100+000+60-0+100+000+605.5%EXISTING GRADEPROPOSED GRADEPIPE TABLEPIPE NAMEPIPE - 1PIPE - 2PIPE - 3PIPE - 4PIPE - 5PIPE - 6PIPE - 7SIZE15 INCH CONCRETE PIPE18 INCH CONCRETE PIPE24 INCH CONCRETE PIPE15 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPELENGTH120.5613.6927.69157.85124.2928.3050.95SLOPE2.98%2.74%1.86%0.51%0.60%0.53%1.96%INVERTSINV. IN = 783.50INV. OUT = 779.91INV. IN = 780.14INV. OUT = 779.76INV. IN = 779.26INV. OUT = 778.75INV. IN = 779.30INV. OUT = 778.50INV. IN = 778.25INV. OUT = 777.50INV. IN = 777.40INV. OUT = 777.25INV. IN = 775.00INV. OUT = 774.00CLASS IVCLASS IVCLASS IVSTRUCTURE TABLESTRUCTURE NAMECURB INLET - 1DROP INLET - 1NCDOT DROP INLETOUTLET STRUCTUREYARD INLET - 1DETAILS RIM = 782.75'PIPE - 4 INV IN = 778.50'PIPE - 5 INV OUT = 778.25' RIM = 781.90'PIPE - 4 INV OUT = 779.30' RIM = 782.75'PIPE - 1 INV IN = 779.91'PIPE - 2 INV IN = 779.76'PIPE - 3 INV OUT = 779.26' RIM = 780.75'PIPE - 7 INV OUT = 775.00' RIM = 782.25'PIPE - 5 INV IN = 777.50'PIPE - 6 INV OUT = 777.40'U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITEVICINITY MAP (NTS)SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446GRADING PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C20002/16/2021LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.R/WRIGHT-OF-WAYGRADING NOTES1.PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL ANDTOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.2.AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.3.CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON ORADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TOSAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OFTHE FACILITY.4.ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEESPECIFICATIONS.5.ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.6.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BEDISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.7.ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.8.BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE-OUT AND MARK OUT THE ITEMS ESTABLISHED BYTHE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCHPOINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.9.CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENTEITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES.10.ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE-ROLLED ENDS. ALL BANDS ARETO BE HUGGER TYPE.11.ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER.11.ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHEDFLOOR ELEVATION.12.ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVEDEQUAL.13.ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.14.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.15.CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY. WASTEAND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS.ABBREVATIONSTCTOP OF CURBBCBOTTOM OF CURBTORTOP OF RAMPBORBOTTOM OF RAMPTOWTOP OF WALLBOWBOTTOM OF WALLBODBOTTOM OF DITCHHPHIGH POINTEX. TCEXISTING TOP OF CURBEX. BCEXISTING BOTTOM OF CURBEPEDGE OF PAVEMENTECEDGE OF CONCRETECOORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.BEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!OUTLET PROTECTION TABLEPIPENAMEDIA (IN)Q (CFS)LA (FT)Da (FT)W1 (FT)W2 (FT)NCDOTCLASSPIPE - 324"14.2914.003.306.0015.302PIPE - 618"5.266.001.504.508.50APIPE - 718"7.617.502.004.509.501 ST ST STSTSTS74° 03' 47"E - 396.79'N76° 56' 11"E - 275.13 'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47 'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81 'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'S13° 12' 34"E - 105.34'N13° 18' 3 2 " W 25.04'R/WR/WR/WR/WPOST-CONSTRUCTION #20.37± ACRESPOST-CONSTRUCTION #10.21± ACRESPOST-CONSTRUCTION #87.42± ACRESPOST-CONSTRUCTION #70.78± ACRESPOST-CONSTRUCTION #40.76± ACRESPOST-CONSTRUCTION #30.51± ACRESPOST-CONSTRUCTION #60.30± ACRESPOST-CONSTRUCTION #50.0.7± ACRESPOST-CONSTRUCTION #91.70± ACRESST STSTSTSTS74° 03' 47"E - 396.79'N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'S13° 12' 34"E - 105.34'N13° 18' 32"W25.04'R/WR/WR/WR/WPRE-CONSTRUCTION #112.12± ACRESSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DRAINAGE AREASTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 60'606030120C20102/16/2021PRE-CONSTRUCTIONPOST-CONSTRUCTIONOUTFALL #1OUTFALL #1 ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTS74° 03' 47"E - 396.79'GROUNDCOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUND18" RCPINV.=780.14'HEADWALL18" RCPINV.=781.61'18" RCPINV.=782.29'18" RCPINV.=784.02'12" RCPINV.=786.29'12" RCPINV.=787.58S13° 12' 34"E - 105.34'N13° 18' 32"W25.04'MONUMENT SIGNON CONCRETELANDSCAPEAREAOLD ROUTE 80 (S.R. 2300) MAIN STREETR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W790 7857807757 7 0770775 780 785 785 PIPE - 1NCDOT DROP INLETRIM : 782.7515" RCP INV IN : 779.9118" RCP INV IN : 779.7624" RCP INV OUT : 779.26 PIPE - 3RIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATEDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDT D TD786 TEMP. INLET PROTECTIONSEE DET. 7/C902TEMPORARY DIVERSIONSEE DET. 3/C903TEMP. CONSTRUCTIONENTRANCESEE DET. 1/C903SILT FENCESEE DET. 2/C903SKIMMER BASIN1.5" FAIRCLOTH SKIMMERW/ 1.5" KNOCKOUTORIFICE SEE DET. 1-2/C904DITCH TO BE LINEDWITH CURLEX II SEEDET. 1/C905STONE OUTLETSEE DET. 6/C903LIMITS OFDISTURBANCE1.86± ACRESCONCRETE WASHOUTSEE DET. 2/C905 PIPE - 2TDTDTDTDTDTDTDTDTDTDTD10' EMERGENCY SPILLWAYELEV. = 770.00SEE DET. 8/C901TEMPORARY DIVERSIONSEE DET. 3/C9033' La x 4' WTEMP.OUTLET PROTECTIONSEE DET. 4/C903775767767771771MAT WITH CURLEX IISEE DET. 1/C905PIPE TABLEPIPE NAMEPIPE - 1PIPE - 2PIPE - 3PIPE - 4PIPE - 5PIPE - 6PIPE - 7SIZE15 INCH CONCRETE PIPE18 INCH CONCRETE PIPE24 INCH CONCRETE PIPE15 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPELENGTH120.5613.6927.69157.85124.2928.3050.95SLOPE2.98%2.74%1.86%0.51%0.60%0.53%1.96%INVERTSINV. IN = 783.50INV. OUT = 779.91INV. IN = 780.14INV. OUT = 779.76INV. IN = 779.26INV. OUT = 778.75INV. IN = 779.30INV. OUT = 778.50INV. IN = 778.25INV. OUT = 777.50INV. IN = 777.40INV. OUT = 777.25INV. IN = 775.00INV. OUT = 774.00CLASS IVCLASS IVCLASS IVSTRUCTURE TABLESTRUCTURE NAMECURB INLET - 1DROP INLET - 1NCDOT DROP INLETOUTLET STRUCTUREYARD INLET - 1DETAILS RIM = 782.75'PIPE - 4 INV IN = 778.50'PIPE - 5 INV OUT = 778.25' RIM = 781.90'PIPE - 4 INV OUT = 779.30' RIM = 782.75'PIPE - 1 INV IN = 779.91'PIPE - 2 INV IN = 779.76'PIPE - 3 INV OUT = 779.26' RIM = 780.75'PIPE - 7 INV OUT = 775.00' RIM = 782.25'PIPE - 5 INV IN = 777.50'PIPE - 6 INV OUT = 777.40'U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITEVICINITY MAP (NTS)SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446PHASE 1 ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C30002/16/2021LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OFCONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALLPAY ALL COSTS ASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THECITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRERELOCATION. ALL COSTS ASSOCIATED WITH RELOCATION SHALL BE INCLUDED IN THEBASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BEINSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.R/WRIGHT-OF-WAYCOORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.BEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!MAINTENANCE PLAN1.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.2.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALLCOMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROLMANUAL.3.PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATERRUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURSAFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTSAND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLSSHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANYACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOGFOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERALPERMITS UNIT.4.CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT ANDMAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.5.REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALFCAPACITY, REPAIR ANY BREAKS IMMEDIATELY.6.REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.7.CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAININGPROPER EROSION CONTROL MEASURES AT ALL TIMES.SILT FENCELIMITS OF DISTURBANCETDTDTEMPORARY DIVERSIONSTABILIZATION TIMEFRAMESSITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYSNONEHIGH QUAILTY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50' LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERSAND HQW ZONESSEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATIONSKIMMER BASIN CALCULATIONS1.DA = 2.04 ACRES2.DU = 1.23 ACRES3.tc = 5 minutes4.i = 7.06 inhr5.C = 0.66.Q10 = CiDA = (0.6)(7.06)(2.04) = 8.64 ft3/s7.SAreq = 325Q10 = (325)(8.64) = 2,808 ft28.Vreq = 1800DU = (1800)(1.23) = 2,214 ft39.L:W = 3.010.depth = 3.011.SApvd = 2,883 ft212.Vpvd= 6,561 ft313.LWEIR = 10'14.V@top 2 ft= 4,838 ft315.Tdewater = 3 days16.Qdewater = V@ top 2 ft/Tdewater= 1,613 ft3/dOUTLET PROTECTIONHARDWARE CLOTH INLETPROTECTIONRIPRAP INLET PROTECTIONANY OFF-SITE BORROW AND WASTE REQUIRED FOR THISPROJECT MUST COME FROM A SITE WITH AN APPROVEDEROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THEDIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRISFROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITYREGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENTOR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISIONOF WATER RESOURCES RULES AND REGULATIONS.EROSION CONTROL CONSTRUCTION SEQUENCE1.OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALLDEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.2.CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALLUTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.3.STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.4.MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THEDURATION OF CONSTRUCTION.5.INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL ENTRANCE TO PROVIDEACCESS FROM US HWY 52.6.INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.7.COORDINATE WITH NCDOT AND IMPLEMENT TRAFFIC CONTROL PLAN TO EXTEND EXISTING 18 INCH RCPWITH PIPE - 2 AND INSTALL NCDOT JUNCTION BOX AND PIPE - 3 WITH OUTLET PROTECTION TO CONVEYOFFSITE DISCHARGE AROUND CONSTRUCTION AREA.8.INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREASHAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BYNCDEQ AND THE TOWN OF GRANITE QUARRY/ROWAN COUNTY.9.INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARYDIVERSIONS AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTEDTO SKIMMER BASIN WITH POSITIVE DRAINAGE.10.REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.11.INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TOSKIMMER BASIN DURING CONSTRUCTION ACTIVITIES.15.INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BEDEWATERED TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.16.AS GRADING AREAS REACH SUBGRADE ELEVATIONS INSTALL STONE BASE TO PROTECT EXPOSED SOILS.17.STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.18.AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE TOWN OF GRANITE QUARRY/ROWANCOUNTY, REMOVE SKIMMER BASIN TO COMPLETE FINE GRADING AND INSTALL SAND FILTER. DO NOT ALLOWDISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY STABILIZED.19.INSTALL REMAINING PERMANENT LANDSCAPING.20.REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.OUTLET PROTECTION TABLEPIPENAMEDIA (IN)Q (CFS)LA (FT)Da (FT)W1 (FT)W2 (FT)NCDOTCLASSPIPE - 324"14.2914.003.306.0015.302PIPE - 618"5.266.001.504.508.50APIPE - 718"7.617.502.004.509.501 ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTS74° 03' 47"E - 396.79'GROUNDCOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUND18" RCPINV.=780.14'HEADWALL18" RCPINV.=781.61'18" RCPINV.=782.29'18" RCPINV.=784.02'12" RCPINV.=786.29'12" RCPINV.=787.58S13° 12' 34"E - 105.34'N13° 18' 32"W25.04'MONUMENT SIGNON CONCRETELANDSCAPEAREAOLD ROUTE 80 (S.R. 2300) MAIN STREETR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W790 7857807757 7 0770775 780 785 785 PIPE - 1NCDOT DROP INLETRIM : 782.7515" RCP INV IN : 779.9118" RCP INV IN : 779.7624" RCP INV OUT : 779.26 PIPE - 3RIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATEDTDTDTDTDTDTDTDTDTDTDT D TD785783 783 784785785785786782 782784TEMP. INLET PROTECTIONSEE DET. 7/C902TEMPORARY DIVERSIONSEE DET. 3/C903TEMP. CONSTRUCTIONENTRANCESEE DET. 1/C903SILT FENCESEE DET. 2/C903SKIMMER BASIN1.5" FAIRCLOTH SKIMMERW/ 1.5" KNOCKOUTORIFICE SEE DET. 1-2/C904DITCH TO BE LINEDWITH CURLEX II SEEDET. 1/C905TEMP. INLET PROTECTION(TYP. AT ALL INLETS)SEE DET. 5/C903STONE OUTLETSEE DET. 6/C903LIMITS OFDISTURBANCE1.86± ACRESOUTLET PROTECTIONSEE DET. 4/C903FLARED END SECTIONSEE DET. 4/C904CONCRETE WASHOUTSEE DET. 2/C905OUTLET PROTECTIONSEE DET. 4/C903 PIPE - 2PIPE COLLARNCDOT STD. 840.72DROP INLET - 1RIM : 781.9015" HDPE INV OUT : 779.30CURB INLET - 1RIM : 782.7515" HDPE INV IN : 778.5018" HDPE INV OUT : 778.25 PIPE - 4 YARD INLET - 1RIM : 782.2518" HDPE INV IN : 777.5018" HDPE INV OUT : 777.40 PIPE - 5 PIPE - 6TDTDTDTDTDTDTDTDTDTDTD10' EMERGENCY SPILLWAYELEV. = 770.00SEE DET. 8/C901TEMPORARY DIVERSIONSEE DET. 3/C9033' La x 4' WTEMP.OUTLET PROTECTIONSEE DET. 4/C903775767783778783 778 77 2 767771771SEE DET. 4/C902SEE DET. 6/C902SEE DET. 5/C902MAT WITH CURLEX IISEE DET. 1/C905PIPE TABLEPIPE NAMEPIPE - 1PIPE - 2PIPE - 3PIPE - 4PIPE - 5PIPE - 6PIPE - 7SIZE15 INCH CONCRETE PIPE18 INCH CONCRETE PIPE24 INCH CONCRETE PIPE15 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPELENGTH120.5613.6927.69157.85124.2928.3050.95SLOPE2.98%2.74%1.86%0.51%0.60%0.53%1.96%INVERTSINV. IN = 783.50INV. OUT = 779.91INV. IN = 780.14INV. OUT = 779.76INV. IN = 779.26INV. OUT = 778.75INV. IN = 779.30INV. OUT = 778.50INV. IN = 778.25INV. OUT = 777.50INV. IN = 777.40INV. OUT = 777.25INV. IN = 775.00INV. OUT = 774.00CLASS IVCLASS IVCLASS IVSTRUCTURE TABLESTRUCTURE NAMECURB INLET - 1DROP INLET - 1NCDOT DROP INLETOUTLET STRUCTUREYARD INLET - 1DETAILS RIM = 782.75'PIPE - 4 INV IN = 778.50'PIPE - 5 INV OUT = 778.25' RIM = 781.90'PIPE - 4 INV OUT = 779.30' RIM = 782.75'PIPE - 1 INV IN = 779.91'PIPE - 2 INV IN = 779.76'PIPE - 3 INV OUT = 779.26' RIM = 780.75'PIPE - 7 INV OUT = 775.00' RIM = 782.25'PIPE - 5 INV IN = 777.50'PIPE - 6 INV OUT = 777.40'U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITEVICINITY MAP (NTS)SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446PHASE 2 ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C30102/16/2021LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERR/WRIGHT-OF-WAYBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!MAINTENANCE PLAN1.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.2.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALLCOMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROLMANUAL.3.PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATERRUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURSAFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTSAND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLSSHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANYACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOGFOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERALPERMITS UNIT.4.CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT ANDMAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.5.REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALFCAPACITY, REPAIR ANY BREAKS IMMEDIATELY.6.REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.7.CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAININGPROPER EROSION CONTROL MEASURES AT ALL TIMES.STABILIZATION TIMEFRAMESSITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYSNONEHIGH QUAILTY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50' LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERSAND HQW ZONESSEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATIONANY OFF-SITE BORROW AND WASTE REQUIRED FOR THISPROJECT MUST COME FROM A SITE WITH AN APPROVEDEROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THEDIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRISFROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITYREGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENTOR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISIONOF WATER RESOURCES RULES AND REGULATIONS.SILT FENCELIMITS OF DISTURBANCETDTDTEMPORARY DIVERSIONOUTLET PROTECTIONHARDWARE CLOTH INLETPROTECTIONRIPRAP INLET PROTECTIONCOORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.GENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OFCONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALLPAY ALL COSTS ASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THECITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRERELOCATION. ALL COSTS ASSOCIATED WITH RELOCATION SHALL BE INCLUDED IN THEBASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BEINSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.SKIMMER BASIN CALCULATIONS1.DA = 2.04 ACRES2.DU = 1.23 ACRES3.tc = 5 minutes4.i = 7.06 inhr5.C = 0.66.Q10 = CiDA = (0.6)(7.06)(2.04) = 8.64 ft3/s7.SAreq = 325Q10 = (325)(8.64) = 2,808 ft28.Vreq = 1800DU = (1800)(1.23) = 2,214 ft39.L:W = 3.010.depth = 3.011.SApvd = 2,883 ft212.Vpvd= 6,561 ft313.LWEIR = 10'14.V@top 2 ft= 4,838 ft315.Tdewater = 3 days16.Qdewater = V@ top 2 ft/Tdewater= 1,613 ft3/dOUTLET PROTECTION TABLEPIPENAMEDIA (IN)Q (CFS)LA (FT)Da (FT)W1 (FT)W2 (FT)NCDOTCLASSPIPE - 324"14.2914.003.306.0015.302PIPE - 618"5.266.001.504.508.50APIPE - 718"7.617.502.004.509.501EROSION CONTROL CONSTRUCTION SEQUENCE1.OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALLDEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.2.CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALLUTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.3.STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.4.MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THEDURATION OF CONSTRUCTION.5.INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL ENTRANCE TO PROVIDEACCESS FROM US HWY 52.6.INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.7.COORDINATE WITH NCDOT AND IMPLEMENT TRAFFIC CONTROL PLAN TO EXTEND EXISTING 18 INCH RCPWITH PIPE - 2 AND INSTALL NCDOT JUNCTION BOX AND PIPE - 3 WITH OUTLET PROTECTION TO CONVEYOFFSITE DISCHARGE AROUND CONSTRUCTION AREA.8.INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREASHAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BYNCDEQ AND THE TOWN OF GRANITE QUARRY/ROWAN COUNTY.9.INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARYDIVERSIONS AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTEDTO SKIMMER BASIN WITH POSITIVE DRAINAGE.10.REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.11.INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TOSKIMMER BASIN DURING CONSTRUCTION ACTIVITIES.15.INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BEDEWATERED TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.16.AS GRADING AREAS REACH SUBGRADE ELEVATIONS INSTALL STONE BASE TO PROTECT EXPOSED SOILS.17.STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.18.AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE TOWN OF GRANITE QUARRY/ROWANCOUNTY, REMOVE SKIMMER BASIN TO COMPLETE FINE GRADING AND INSTALL SAND FILTER. DO NOT ALLOWDISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY STABILIZED.19.INSTALL REMAINING PERMANENT LANDSCAPING.20.REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES. ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTS74° 03' 47"E - 396.79'GROUNDCOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUND18" RCPINV.=780.14'HEADWALL18" RCPINV.=781.61'18" RCPINV.=782.29'18" RCPINV.=784.02'12" RCPINV.=786.29'12" RCPINV.=787.58S13° 12' 34"E - 105.34'N13° 18' 32"W25.04'MONUMENT SIGNON CONCRETELANDSCAPEAREAOLD ROUTE 80 (S.R. 2300) MAIN STREETR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 784.00790 7857807757 7 0770775 780 785 785 786 783783 785785781 7 7 5 7 7 2 6 - 6" PVC ROOF DRAINS PIPE - 1NCDOT DROP INLETRIM : 782.7515" RCP INV IN : 779.9118" RCP INV IN : 779.7624" RCP INV OUT : 779.26 PIPE - 3 OUTLET STRUCTURERIM : 780.7518" HDPE INV OUT : 775.00 PIPE - 7RIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATEDTEMP. INLET PROTECTIONSEE DET. 7/C902SILT FENCESEE DET. 2/C903DITCH TO BE LINEDWITH CURLEX II SEEDET. 1/C905TEMP. INLET PROTECTION(TYP. AT ALL INLETS)SEE DET. 5/C903OUTLET PROTECTIONSEE DET. 4/C903FLARED END SECTIONSEE DET. 4/C904STONE OUTLETSEE DET. 6/C90310' EMERGENCY SPILLWAYELEV. = 776.85SEE DET. 8/C902LIMITS OFDISTURBANCE1.86± ACRESOUTLET PROTECTIONSEE DET. 4/C903FLARED END SECTIONSEE DET. 4/C904SEE DET. 2/C902OUTLET PROTECTIONSEE DET. 4/C9038" PVC PIPE - 2PIPE COLLARNCDOT STD. 840.72DROP INLET - 1RIM : 781.9015" HDPE INV OUT : 779.30CURB INLET - 1RIM : 782.7515" HDPE INV IN : 778.5018" HDPE INV OUT : 778.25 PIPE - 4 YARD INLET - 1RIM : 782.2518" HDPE INV IN : 777.5018" HDPE INV OUT : 777.40 PIPE - 5 PIPE - 6783 778 782 778783783783783783779783 780 785787786SEE DET. 4/C902SEE DET. 6/C902SEE DET. 5/C902MAT WITH CURLEX IISEE DET. 1/C905PIPE TABLEPIPE NAMEPIPE - 1PIPE - 2PIPE - 3PIPE - 4PIPE - 5PIPE - 6PIPE - 7SIZE15 INCH CONCRETE PIPE18 INCH CONCRETE PIPE24 INCH CONCRETE PIPE15 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPELENGTH120.5613.6927.69157.85124.2928.3050.95SLOPE2.98%2.74%1.86%0.51%0.60%0.53%1.96%INVERTSINV. IN = 783.50INV. OUT = 779.91INV. IN = 780.14INV. OUT = 779.76INV. IN = 779.26INV. OUT = 778.75INV. IN = 779.30INV. OUT = 778.50INV. IN = 778.25INV. OUT = 777.50INV. IN = 777.40INV. OUT = 777.25INV. IN = 775.00INV. OUT = 774.00CLASS IVCLASS IVCLASS IVSTRUCTURE TABLESTRUCTURE NAMECURB INLET - 1DROP INLET - 1NCDOT DROP INLETOUTLET STRUCTUREYARD INLET - 1DETAILS RIM = 782.75'PIPE - 4 INV IN = 778.50'PIPE - 5 INV OUT = 778.25' RIM = 781.90'PIPE - 4 INV OUT = 779.30' RIM = 782.75'PIPE - 1 INV IN = 779.91'PIPE - 2 INV IN = 779.76'PIPE - 3 INV OUT = 779.26' RIM = 780.75'PIPE - 7 INV OUT = 775.00' RIM = 782.25'PIPE - 5 INV IN = 777.50'PIPE - 6 INV OUT = 777.40'SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446FINAL PHASE ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C30202/16/2021VICINITY MAP (NTS)U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITELEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERR/WRIGHT-OF-WAYBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!MAINTENANCE PLAN1.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.2.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALLCOMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROLMANUAL.3.PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATERRUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURSAFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTSAND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLSSHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANYACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOGFOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERALPERMITS UNIT.4.CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT ANDMAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.5.REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALFCAPACITY, REPAIR ANY BREAKS IMMEDIATELY.6.REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.7.CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAININGPROPER EROSION CONTROL MEASURES AT ALL TIMES.STABILIZATION TIMEFRAMESSITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYSNONEHIGH QUAILTY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50' LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERSAND HQW ZONESSEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATIONANY OFF-SITE BORROW AND WASTE REQUIRED FOR THISPROJECT MUST COME FROM A SITE WITH AN APPROVEDEROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THEDIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRISFROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITYREGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENTOR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISIONOF WATER RESOURCES RULES AND REGULATIONS.SILT FENCELIMITS OF DISTURBANCETDTDTEMPORARY DIVERSIONOUTLET PROTECTIONHARDWARE CLOTH INLETPROTECTIONRIPRAP INLET PROTECTIONCOORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.GENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OFCONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALLPAY ALL COSTS ASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THECITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRERELOCATION. ALL COSTS ASSOCIATED WITH RELOCATION SHALL BE INCLUDED IN THEBASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BEINSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.OUTLET PROTECTION TABLEPIPENAMEDIA (IN)Q (CFS)LA (FT)Da (FT)W1 (FT)W2 (FT)NCDOTCLASSPIPE - 324"14.2914.003.306.0015.302PIPE - 618"5.266.001.504.508.50APIPE - 718"7.617.502.004.509.501EROSION CONTROL CONSTRUCTION SEQUENCE1.OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALLDEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.2.CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALLUTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.3.STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.4.MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THEDURATION OF CONSTRUCTION.5.INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL ENTRANCE TO PROVIDEACCESS FROM US HWY 52.6.INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.7.COORDINATE WITH NCDOT AND IMPLEMENT TRAFFIC CONTROL PLAN TO EXTEND EXISTING 18 INCH RCPWITH PIPE - 2 AND INSTALL NCDOT JUNCTION BOX AND PIPE - 3 WITH OUTLET PROTECTION TO CONVEYOFFSITE DISCHARGE AROUND CONSTRUCTION AREA.8.INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREASHAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BYNCDEQ AND THE TOWN OF GRANITE QUARRY/ROWAN COUNTY.9.INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARYDIVERSIONS AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTEDTO SKIMMER BASIN WITH POSITIVE DRAINAGE.10.REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.11.INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TOSKIMMER BASIN DURING CONSTRUCTION ACTIVITIES.15.INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BEDEWATERED TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.16.AS GRADING AREAS REACH SUBGRADE ELEVATIONS INSTALL STONE BASE TO PROTECT EXPOSED SOILS.17.STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.18.AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE TOWN OF GRANITE QUARRY/ROWANCOUNTY, REMOVE SKIMMER BASIN TO COMPLETE FINE GRADING AND INSTALL SAND FILTER. DO NOT ALLOWDISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY STABILIZED.19.INSTALL REMAINING PERMANENT LANDSCAPING.20.REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES. ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTPPPPPPPP PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASS74° 03' 47"E - 396.79'GROUNDTIE LINECOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47 'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81 'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUND18" RCPINV.=780.14'HEADWALL18" RCPINV.=781.61'18" RCPINV.=782.29'18" RCPINV.=784.02'12" RCPINV.=786.29'12" RCPINV.=787.58UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLELIGHTPOLES13° 12' 34"E - 105.34'N13° 18' 32"W25.04'GUYANCHORGUYWTR.MTR.WTR.VLV.WTR.VLV.WTR.VLV.FIREHYD.MONUMENT SIGNON CONCRETELANDSCAPEAREASANITARY SEWERMANHOLE - FORCEMAINOLD ROUTE 80 (S.R. 2300) MAIN STREET30' SETBACKR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W15' TYPE A BUFFER10' SETBACK25' SETBACK10' SETBACKDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 784.00790 7857807757 7 0770775 780 785 785 786 783783 785785 7817 7 5 7 7 2 LIGHTEDMONUMENT SIGNRIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATED6' WOOD PRIVACY FENCESEE DET. 3/C905COORDINATE 1"WATER TAP WITH SRU1" DOMESTICWATER METERPER PROVIDERSTANDARDS1" RPZ (DOMESTIC)WITH HEATEDENCLOSURE3/4" RPZ (IRRIGATION)WITH HEATEDENCLOSURE1" SDR 21 PVC DOMESTIC WATER LINE4" SCH 40 PVC SEWER LINE4" SCH 40 P V C S E W E R L I N E4" SCH 40 PVC SEWERINV. = 781.00TO OFF SITESEPTIC FIELD1,500 GAL. SEPTIC TANKINV. IN =TAIL LINES AREA LAID OUT FORINFORMATION PURPOSES ONLY. ASSUMINGAN LTAR OF 0.35 AND A FLOW OF 200 GPDBASED ON THE DOLLAR GENERAL MOU.SEE SEPTIC PERMIT FOR ACTUAL LAYOUT.INV. = 780.93INV. = 780.24INV. IN = 778.802" IRRIGATION CONDUIT2" IRRIGATION CONDUIT1" ELECTRICAL CONDUIT1" ELECTRICAL CONDUITIRRIGATION BYOTHERSRELOCATED FIRE HYDRANTAPPROX. 7' FROM EX. LOCATION.DEVELOPER WILL NEED TOSTAKE THE NEW LOCATION INTHE FIELD. SRU WILL INSTALL.EXISTING UTILITY POLE TO BERELOCATED/REMOVED COORDINATEWITH UTILITY PROVIDER1,000 GAL. PUMP TANKSJE - RHOMBUS FLOWEQUALIZATION CONTROLPANEL IFS11W9224H 10E 15A18A (SIMPLEX), DOSE 2 TIMESDAILY AT 105 GALLONSINV. IN = 778.654" SCH 40 PVC2" SCH 80 PVC3/4" IRRIGATIONWATER METERPER PROVIDERSTANDARDS6.76'10' x 70' SIGHTTRIANGLE10' x 70' SIGHTTRIANGLE783 778 782 778783783783783783779783 780 785787786 1" ELECTRICAL CONDUIT1" ELECTRICAL CONDUITSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446UTILITY PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040C40002/16/2021VICINITY MAP (NTS)U.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITELEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.R/WRIGHT-OF-WAYLOCAL UTILITY COMPANIESUTILITYCOMPANY NAMEPHONEWATERSALISBURY ROWAN UTILITIES (SRU)(704) 638-5202POWERDUKE ENERGY(800) 452-2777NATURAL GASPIEDMONT NATURAL GAS(980) 308-4808TELEPHONECHARTER(888) 692-8635TELEPHONEAT&T(800) 225-5288SANITARY SEWERROWAN COUNTY ENVIRON. HEALTH(704) 216-8525COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.ON-SITE UTILITY NOTES1.FOR GENERAL SITE WORK, SEE SHEET C100.2.ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATEAND LOCAL STANDARDS.3.ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.4.ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FORPRESSURED FLOW (BEDDED IN STONE) CONFORMING TO ALL STATE AND LOCAL STANDARDS.5.FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH-ON TYPE JOINT) CONFORMING TO ANSIAND AWWA STANDARD SPECIFICATIONS.6.PIPE AND FITTINGS 3" AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELDJOINTS OR SOFT K-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BEMUELLER, M&H OR KENNEDY AND BE RATED 175 PSI WORKING PRESSURE AND 300 PSIHYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFT AND BE CAST OR DUCTILE IRONBODIED.7.ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3' ABOVE THE TOP OF THE PIPE.8.THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER ANDSEWER LINE IS TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWOPOINTS OF THE WATER AND SEWER LINE IS EIGHTEEN INCHES (18").9.THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS.10.DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS.11.ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END 5' FROM THE EDGEOF BUILDING AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END(FOR OTHERS TO REMOVE AND EXTEND AS NECESSARY).12.ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE.SEE SITE WORK SPECIFICATIONS.13.ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS.14.ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHAREGULATIONS.15.SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.16.SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTIONOVER THIS SYSTEM PRIOR TO COMPLETION.17.INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORKSPECIFICATIONS.18.SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.19.SEE 'M' SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING.20.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THELOCATION OF THE TRANSFORMER AND ANY NECESSARY CONDUITS.21.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDERTHE LOCATION OF ANY PEDESTALS AND NECESSARY CONDUITS. P P P P P P P P PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPS74° 03' 47"E - 396.79'GROUNDTIE LINECOMBINED GRID FACTOR: 0.99985764N76° 56' 11"E - 275.13'S13° 19' 03"E - 99.77'N76° 01' 00"E - 269.47 'S9° 59' 39"E - 101.17'S77° 28' 24"W - 266.63 'N75° 59' 46"E - 269.81 'S12° 33' 43"E - 273.60'N13° 13' 41"W - 266.66'1.663 ACRES LOT 4PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 174LOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173ZONE: RLLOT 3PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 173PLAT BOOK 9995, PAGE 7285PLAT BOOK 9995, PAGE 9140PLAT BOOK 9995, PAGE 9249ER REAL ESTATE HOLDINGS, LLCD.B. 1336, PG. 344TAX PARCEL ID: 628 162ZONE: HBROWAN COUNTYCHARLES C. ERWIN MIDDLE SCHOOLD.B. 1332, PG. 861TAX PARCEL ID: 628 026ZONE: RLUS HIGHWAY 52 - 60' PUBLIC R/WN.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,177.82'E = 1,576,382.41'POINT OF BEGINNINGN.C. GRID-NAD 83 (2011)12" REBAR SETN = 675,119.99'E = 1,576,122.13'N.C. GRID-NAD 83 (2011)12" RBAR FOUNDN = 675,379.58'E = 1,576,061.11'N.C. GRID-NAD 83 (2011)12" REBAR FOUNDN = 675,444.87'E = 1,576,322.90'58" REBARFOUNDCONCRETENAIL FOUNDCONCRETENAIL FOUNDUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLELIGHTPOLES13° 12' 34"E - 105.34'N13° 18' 32"W25.04'GUYANCHORGUYMONUMENT SIGNON CONCRETELANDSCAPEAREAOLD ROUTE 80 (S.R. 2300) MAIN STREET30' SETBACKR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W15' TYPE A BUFFER10' SETBACK25' SETBACK10' SETBACKDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 784.00RIGHT-OF-WAY TOBE DEDICATEDRIGHT-OF-WAY TO BE DEDICATED6' WOOD PRIVACY FENCESEE DET. 3/C905R100'R100'15' TYPE A BUFFERCM - 10BH - 545' TYPE B BUFFERBH - 275' TYPE B BUFFERBH - 19TYPE C PARKING LOTWO - 1TYPE C PARKING LOTWO - 1SEEDSEEDSEEDSEEDSODSODSODSODBERMUDA SODSOD10' x 70' SIGHTTRIANGLE10' x 70' SIGHTTRIANGLESEEDSODU.S. HWY 52ST. LUKES CHURCH ROADAUTUMN WOOD LN.WALKER PARKS CR.MAIN ST.NORFOLK SOUTHERN RAILWAYSITEVICINITY MAP (NTS)SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #2244622446LANDSCAPE PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCH1" = 20'20201040G10002/16/2021LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. NATURAL GASEX. WATERLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.R/WRIGHT-OF-WAYLANDSCAPE PLANTING LEGENDSYMBOLLABELQTY.SCIENTIFIC NAMECOMMON NAMESIZE AT PLANTINGBH97Ilex cornutaBURFORD HOLLY24" HEIGHTCM10LagerstroemiaCREPE MYRTLE2.5" CALIPER/8' HEIGHTWO2Quercus albaWHITE OAK2.5" CALIPER/8' HEIGHTLANDSCAPE PLANTING LEGENDBERMUDA SOD (1,500 SQ.FT.)FESCUE SOD (23,300 SQ.FT.)FESCUE SEED (15,000 SQ.FT.)MULCH HEAVY-DUTY ASPHALT PAVINGCOMPACTED SUB-GRADE (PER SPECS.)8" ABC COMPACTED STONE BASE(COMPACTED TO 100% MODIFIED PROCTOR)3" ASPHALT SURFACE COAT (S9.5B)GENERAL NOTES:1.VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT1C900STANDARD ASPHALT PAVINGCOMPACTED SUB-GRADE8" ABC COMPACTED STONE BASE(COMPACTED TO 100% MODIFIED PROCTOR)2" ASPHALT SURFACE COAT (S9.5B)GENERAL NOTES:1.VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT2C900BOLLARDCONCRETE FOOTING3000 PSI MIN.FINISH GRADE/PAVINGCOVERED BY YELLOW PLASTIC(PROVIDED BY OTHERS)60 GA. STEEL BOLLARDFILLED SOLID WITH 3000PSI CONCRETEROUND CONC. TOP OFPIPE SMOOTH2'6" 36"48"6"9C900SIDEWALK/CURB SECTION3000 PSI FIBERREINFORCED CONCRETE2% SLOPE1/2 " ROUNDASPHALT PAVINGSEE DETAIL4" 6"ALL SIDEWALKS TO HAVESEALED ISOLATION JOINTSSIDEWALKS TO HAVEBROOM FINISH6" 18"6"1.5" REVEAL DROPAWAY FROM ENTRYF.F.E.6C900CURB AND GUTTER3000 PSI CONC.CURB AND GUTTERASPHALT PAVINGSEE DETAIL18"6"6"1" RAD.ASPHALT SHALL BE 14"ABOVE GUTTER EDGECOMPACTED ABC6"7C900DUMPSTER PAD SECTIONASPHALT PAVINGSEE DETAIL4000 PSI CONCRETE WITHW2.9 X W2.9 W.W.F. OR# 3'S AT 18"COMPACTED SUB-GRADE1' 6"8"8C9007' MIN. 4'3.5'2"#6 BARS 14" LONG THRU PIPE EACH WAY1.5'PAVEMENT6" STD.STL. PIPE FILLED WITH CONCRETEPAINT PIPE BASE OSHA YELLOW2"x2"x188'STL. TUBE EXTEND INTO CONC.FILLED PIPE 2'. PROVIDE WELDED WATER-TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"STANDARD ALUM. MAXIMUM PENALTYSIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.(IF REQUIRED)STANDARD ALUM. HANDICAPPED PARKINGSIGN R7-8 BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.12"9"18"HANDICAPPED PARKING SIGN3C9004'3.5'2"#6 BARS 14" LONG THRU PIPE EACH WAY1.5' CONC. BASEPAVEMENT6" DIA. STL. PIPE FILLED WITH CONCRETEPAINT PIPE BASE OSHA YELLOW2"x2"x188'STL. TUBE EXTEND INTO CONC.FILLED PIPE 2'. PROVIDE WELDED WATER-TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"STANDARD ALUM. MAXIMUM PENALTYSIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.(IF REQUIRED)STANDARD ALUM. HANDICAPPED PARKINGSIGN R7-8 BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.12"9"18"VAN ACCESSIBLE PARKING SIGNTHIS SIGN TYPICAL AT ALL"VAN ACCESSIBLE" PARKING SPACES7' MIN.9"ONE SIGN PER HANDICAPPARKING SPACE/ WHERE 2SPACES FACE EACH OTHER, ONEPOST SHALL BE USED WITHSIGNAGE ON EACH SIDE.4C900HANDICAP RAMPBOLLARD WITH ACCESSIBLEPARKING SIGN, AS REQUIRED.STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINTCOLOR TO BE PER THEAUTHORITY HAVINGJURISDICTION.4" STRIPES @ 24" O.C.AT 45 DEGREES. PAINTCOLOR TO BE PER THEAUTHORITY HAVINGJURISDICTION.1:10 MAX. SLOPEPAINTED YELLOWCOLORED TOOLED/SERRATED SLIPRESISTANT SURFACING AND/OR TACTILEWARNING DEVICE AS REQUIRED BYAMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES AND CODEREQUIREMENTSNOTE:ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALLCODES AND ADAAG REGULATIONS.4" PARKING SPACESTRIPE. PAINT COLORTO BE PER THEAUTHORITY HAVINGJURISDICTION.BOLLARDPLASTIC COVERBY OTHERSSIDEWALKRAMPSLOPE1:12 MAXACCESSIBLE/SHOPPING CARTRAMP TO BECENTEREDABOUT THEFRONT DOOR.BOLLARD WITHACCESSIBLEPARKING SIGN,AS REQUIRED.STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINTCOLOR TO BE PER THEAUTHORITY HAVINGJURISDICTION.1:10 MAX. SLOPEPAINTED YELLOW4' MIN.6.5'5'6.5' 8'10'8'6' MIN.6' MIN.SEE PLANSTRIPINGTOP COAT SHERWIN WILLIAMS -PROMAR TRAFFIC MARKINGPAINT "H.C." BLUEMAX 2% SLOPE2'5C900SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC90002/16/2021 CONCRETE SIDEWALK JOINTSTOOLEDJOINTS WITHJOINT SEALER3/8" TYP.1/4" MAXR = 1/4" MAXTOOLEDJOINTS WITHJOINT SEALER5'3C901EDGE OF ASPHALT PAVINGTYP. CONC. CURB ANDGUTTERVARIED SLOPED CURBDEPRESSED CURB5C901DUMPSTER SCREENINGPROVIDE SOLID 4" SUPPORTWHEEL AND GALV. BRACKETWOOD GATES8" x 8" THICKENEDEDGE4" DIA. SCHED. 40 PIPE W/SLOPEDMTL. CAP ON TOP MAXIMUM 6'-0"O.C. SET PIPE IN CONCRETEFOOTING MIN. 1'-0" DIA. TO FROSTDEPTH(FILL PIPE W/CONC. TO 4'-0" ABOVEFIN. CONC. IN HIGH WIND LOADLOCATIONS.)18'-0EQ.12'-0"EQ.EQ.EQ.8" CONC. SLAB REINF.W/ W.W.F. 6"x6" - W2.9x W2.9 ON 6"AGGREGATE BASEEQ.NOTES:1.FOOTINGS SHALL EXTEND 3'-6" MINIMUMBELOW FINISH GRADE.2.SEE CIVIL DRAWINGS FOR DUMPSTERENCLOSURE LOCATION.3.8" THICK CONCRETE SLAB OVER 6"THICK CRUSHED AGGREGATE. 12"X12"THICKENED EDGE FOR APPROACH SLAB.#4 REBAR @ 2'-0" O.C. EACH WAY.4.BOLLARDS IN TRASH ENCLOSURE TO BEPAINTED SAFETY YELLOW.TRASH ENCLOSURE PLANFRONT VIEWNOTE:1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FORFASTENING.2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACEBETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.SIDE VIEWTOP VIEW3 MAX. POST SPACING6"-7"8'4x41X62X42"-4"SPACINGFRONT0.311.13 1"-2"SPACE0.13 MAXSPACING2"-3" DIRTBACKFILLIF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDINGBETWEEN TENANT PARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCEWITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANYAPPLICABLE GOVERNMENTAL REQUIREMENTS.1X64x42x44x46" BOLLARDS6" BOLLARDSGATE POSTS TO BEPAINTED BLACKGATE POSTS TO BEPAINTED BLACKGATE POSTS TO BEPAINTED BLACKGATES SHALL BE CONSTRUCTED OUT OF STEELFRAME TUBING WITH PIVOT HINGES MOUNTED ON6" STEEL PIPE BOLLARDS. PROPER LATCHING ANDLOCK HARDWARE SHALL BE PROVIDED IN ORDERTO RESTRAIN AND/OR LOCK ENCLOSURE GATESSHADOW BOX FENCING,ATTACHED WITH 14" GALC.CARRIAGE BOLTS, (SOLIDCOLOR STAIN)PROVIDE SOLID 4"SUPPORT WHEELAND GALV. BRACKET4C901NCDOT ASPHALT PAVINGCOMPACTED SUB-GRADE5" OF B25C4" OF I-19C3" OF S9.5C1C901RECEIVING DOOR RAMP6" T Y PYELLOWSTRIPING1:12MAXIMUMSLOPEYELLOWCURBINGAND BOLLARDS-PARKING LOTSTRIPING LEGENDSURFACES SHOULD BE CLEAN, DRY ANDMETAL SURFACES FREE OF HEAVY RUST 2COATS SHERWIN WILLIAMS - KEM 4000ACRYLIC ALKYD ENAMEL SAFETY YELLOWB55Y300STRIPING -PARKING LOTSURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT YELLOW TM5495HANDICAPSTRIPING -PARKING LOTSURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT "H.C." BLUECONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITYCONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) ASWELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED BYUTILITY COMPANY2C901TEMPORARY EXCLUSION FENCEKEEP OUTGRADEFENCE MATERIAL:ORANGE, UV RESISTANTHIGH TENSILE STRENGTHPOLYETHYLENE LAMINARBARRICADE FABRIC4' O.C.MIN1.33 LBS/LF STEEL POST2' MIN4' MIN7C901SPLASHBLOCK24"6" ROOF DRAINPREFORMED CONCRETE SPLASHBLOCK6C901SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC90102/16/2021TBEMERGENCY SPILLWAYEROSION CONTROL121GENERAL NOTES:1. T = 14'2. B = 10'3. LINE WITH CLASS B RIPRAP.28C901 SCM OUTLET STRUCTUREGROUT INTERIORWALLS3' x 3' x 6' PRE-CASTCATCH BASIN MEETINGOR EXCEEDING NCDOTSTD. 840.45RIM ELEV. = 780.75STORM RAX PEAKROOF STRUCTURETRASH RACK ORAPPROVED EQUALNOTES:1.USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED, THEY MUSTBE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.2.ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USEBUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURESECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.3.VERIFY ANY MODIFICATIONS FROM EROSION CONTROL HAVE BEEN REMOVED.STORM RAX PEAKROOF STRUCTURETRASH RACK ORAPPROVED EQUAL4" PVC INV. IN = 775.109" CONCRETE18" HDPEINV. OUT = 775.006"6"#57 WASHED STONECOMPACTED6" WEIR ELEV. = 779.35774.252C902MODIFIED SCM OUTLET STRUCTURE(EROSION CONTROL)GROUT INTERIORWALLS3' x 3' x 6' PRE-CASTCATCH BASIN MEETINGOR EXCEEDING NCDOTSTD. 840.45RIM ELEV. = 777.00TEMPORARY 6" RISERNOTES:1.USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED, THEY MUSTBE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.2.ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USEBUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURESECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.6" CONCRETE18" HDPEINV. = 771.006"6"#57 WASHED STONECOMPACTEDRIM ELEV. = 776.50FAIRCLOTH SKIMMERINV. = 775.00770.50C9023YARD INLETCONC. GROUTFOOTING BEYONDSTEP REQ'D FORBOXES > 4' DEEPAT 10" O.C.BASIN: NDS# 1200&1216PRE-CAST CATCH BASINPER D.O.T. HEAVY-DUTYTRAFFIC RATING. ROUNDPRE-CAST CAN BESUBSTITUTED FOR SQUAREGROUT INTERIORWALLS#4 REBAR AT 8" O.C.E.W.4"INLET FRAMEAND GRATE(USF 4131-6259)6" OF #57 STONE COMPACTED5C902DROP INLET10'FOOTING BEYONDGRATENOTE: PIPE ALIGNMENTSSHOWN ARE EXAMPLESPRECAST BOXASPAHLT PAVINGOR CONCRETECONCRETE APRONAROUND INLET3000 PSI CONCRETE#4 BAR AT 8" O.C.E.W.6" #57 STONE BASE(COMPACTED)VARIES PRE-CAST CONCRETE BOX6"(TYP.)GROUT SMOOTHAROUND PIPEVARIESTO FIT PIPE O.D.AND GRATE INLETPRE-CAST BOX#4 BAR CONT8"10"STEPS REQ'D FORBOXES > 4' DEEPAT 10" O.C.SLOPE 2%5' TYP.GRATE AND FRAMEUSF 4139-6002UNLESS SPECIFIED OTHERWISE3000 PSI CONCRETE APRONWITH 6X6 10/10 WWF(COLOR DARK GRAY)8"4C902ROCK PIPE INLET PROTECTIONNATURAL GROUNDRIPRAP HEADWALL, 1' MINHEIGHT FROM ROAD SHOULDERPIPE INVERT3'1'2'1.5'FLOWNC DOT #5 OR #57WASHED STONECLASS B RIPRAPFL O W FLOWFLOWPIPE INVERT, 36"PIPE MAXRIPRAPHEADWALLCLASS B RIPRAPFILTER BERM NCDOT #5 OR #57WASHED STONEFLOWNATURAL GROUNDGENERAL NOTES:1.CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.2.INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE STONESHOULD BE BUILT UP HIGH ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUMCREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THEMINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THEEMBANKMENT OR DIVERSION.3.A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OFTHE RIPRAP.4.THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONEHORSESHOE 18 INCHES BELOW NATURAL GRADE.5.WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION ANDESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUNDCOVER.MAINTENANCE NOTES:1.INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER SIGNIFICANT (1/2 INCH ORGREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THESEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACUMULATEDTO ONE-HALF THE DESIGN DEPTH OF TH TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THEDESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.2.CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOEMUST BE REPLACED.3.AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THESTRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THEADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.7C902SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC90202/16/2021CURB INLETINLET FRAME & GRATEUSF 5181-6420 FOR SAG INLETS & USF5130-6431 FOR ON GRADE INLETSUNLESS SPECIFIED OTHERWISECONC. GROUT#4 BAR AT 8" O.C.E.W.CONC. GROUTCONCRETE BRICK ORPRE-CAST BOXGROUT INTERIORWALLSSTEP REQ'D FORBOXES > 4' DEEPAT 10" O.C.1" RADIUS UNLESSOTHERWISE SPECIFIED6" #57 STONE COMPACTED6C902TBEMERGENCY SPILLWAY131GENERAL NOTES:1. T = 16'2. B = 10'3. LINE WITH SCOURSTOP TRANSITIONMATS OR APPROVED EQUAL OVER SOD.38C902779.35778.003' DAM781.00OUTLETSTRUCTURESEE DETAIL777.00NOTES:1.ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA.2.ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TOINSTALLATION OF AMENDED SAND.3.PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6"CENTERS. MIN. 4 HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEETON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.4.UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE SAND SURFACE.5.ALL SOD WITHIN BASIN SMALL BE BERMUDA GRASS OR EQUALIANT GROWN INSANDY SOIL.SHWT = 773.001" STORM = 779.22100 YR/24 HR = 781.0710 YR/24 HR = 780.702 YR/24 HR = 779.943:1 SLOPE3:1 SLOPE 782.00 TOP OF DAM3'PVC CAP6"CLEANOUT DETAILSODOUTLET4" PERFORATED PVCUNDERDRAINS @ 0.5% SLOPE#57 STONE18" OF COURSE MASONRY SANDCONFORMING TO ASTM C33 STANDARDALL MATERIAL LAYERS TO BE SEPARATED BY 8OZNON-WOVEN GEO-TEXTILE FILTER FABRICSODCLEANOUTSSEE ENLARGED PLANCLEANOUTSOUTLET3:1 SLOPE3:14" PERFORATEDPVC UNDERDRAINS775.50 BOTTOM776.50TOP OF #57 STONE778.00TOP OF SANDOUTLETSTRUCTUREOUTLETSAND FILTERMIN. 2' FROMTOE OF SLOPEFILTER CHAMBERSAND MEDIASEDIMENT CHAMBERDAMDISSIPATERPLAN VIEWENLARGED VIEWSECTION VIEW 'A'4" PVC 'A''A'#57 WASHED STONE 3" THICKSEE PLANS FOR ACTUAL LAYOUTSODSODSODSODSEDIMENT STORAGE3" WASHED STONE3" WASHED STONE 6" DEEP3' x 3' x 1' CONCRETEANTI-SEEP COLLAROUTLET STRUCTURE775.10C9021 TEMPORARY GRAVEL CONSTRUCTIONENTRANCE50' MIN12' MINPUBLIC STREET 50' MINPUBLIC STREET6" MINEXISTING GROUNDSOIL STABILIZATION FABRICUNDER 2-3" COARSE AGGREGATEGENERAL NOTES:1.A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITEONTO A PUBLIC STREET.2.FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.3.THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT.THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAPSEDIMENT.4.ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.5.WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE IN ANAREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.6.CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE.7.PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS.MAINTENANCE NOTES:MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLEMATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.1C903SILT FENCEWOVEN FILTER FABRICWIRE FENCING2'STEEL POSTWIRE FENCINGFILTER FABRIC#57 STONEFLOWF I L L S L O P E30" MINMAINTENANCE NOTES:1.INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANYREQUIRED REPAIRS IMMEDIATELY.2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOMEINEFFECTIVE, REPLACE IT PROMPTLY.3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUMEFOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOIDUNDERMINING THE FENCE DURING CLEANOUT.4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREATO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY STABILIZED.4" MIN8" MIN24" FILTER FABRIC 8' MAXGENERAL NOTES:1.USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS ORPOLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TOTHE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62b.2.SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERSTO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT ATEMPERATURE RANGE OF 0 TO 120° F.3.ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH AMINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TOFACILITATE FASTENING THE FABRIC.4.FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH AMINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.5.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTHSYNTHETIC FILTER FABRICS.6.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVETHE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TOCAUSE FAILURE OF THE STRUCTURE.)7.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THEBARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTERCLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.8.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THEUPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THETRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THEFENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILESTRENGTH.9.WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.10.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESHSUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE ORPLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.11.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THEPROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.12.PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.13.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.14.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.2C903TEMPORARY DIVERSION2' MINGENERAL NOTES:1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS ANDOTHER OBJECTIONABLE MATERIAL.2.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALLDESIGN REQUIREMENTS.3.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THEDESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.4.PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINEREGARDING AND CLEANOUT.5.VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILLREMAIN IN PLACE LESS THAN 30 WORKING DAYS.MAINTENANCE NOTES:1.INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERYRAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA ANDREPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKETIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLYSTABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THENATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.6' TYPICALCOMPACTED SOILFLOW18" MIN3C903FRONT VIEWSECTION VIEWGENERAL NOTES:1.STRUCTURAL STONE SHALL BE (CLASS B) STONE FOREROSION CONTROL PURPOSES.2.SEDIMENT CONTROL STONE SHALL BE #5 OR #57 STONE.#57 STONESTEEL FENCE POSTSILT FENCESTONE OUTLET1'-6" MIN.FLOW2:13' MAX.1'-6" MIN.STRUCTURAL STONESEDIMENTCONTROL STONE2' MAX.12"6C903STANDARD PIPE OUTLET MINIMUMTAILWATERGENERAL NOTES:1.LA = THE LENGTH OF THE RIPRAP APRON.2.d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUTNOT LESS THAN 6" (INCHES).3.A FILTER BLANKET OR FILTER FABRIC SHOULD BEINSTALLED BETWEEN THE RIPRAP AND SOILFOUNDATION.MAINTENANCE NOTES:INSPECT RIPRAP OUTLET STRUCTURES WEEKLY ANDAFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALLEVENTS TO SEE IF ANY EROSION AROUND OR BELOWTHE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVEBEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDEDREPAIRS TO PREVENT FURTHER DAMAGE.AAPLAN VIEWSECTION 'A-A'PIPEDO3 X DOPIPEFILTER FABRICdLAW = DO + LA LA4C903HARDWARE CLOTH AND GRAVEL INLETPROTECTION4' MAX3'2'16"2'FILTEREDWATER2119-GUAGE HARDWARE CLOTH(14 MESH OPENINGS)NCDOT #5 OR #57WASHED STONENC DOT #5 OR #57WASHED STONEGENERAL NOTES:1.UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.2.DRIVE 5-FOOT STEEL POSTS 2 INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THEPERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.3.SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THETOPS, MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING ISRECOMMENDED.4.PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, ANDSMOOTH TO AN EVEN GRADE.5.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVED ACCUMULATED SEDIMENT, AND ESTABLISHFINAL GRADING ELEVATIONS.6.COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND WATERMAINTENANCE:INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICATION (12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESHWIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TODAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT CONTROL. REPLACE STONE AS NEEDED.STEEL T-POST5C903SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC90302/16/2021 BAFFLEGENERAL NOTES:1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDESUSING STAPLES OR BY TRENCHING AS FOR SILT FENCE.2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL.7.PLEASE REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL DESIGN SPECIFICATIONSREGARDING BAFFLES.MAINTENANCE NOTES:1.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANYREQUIRED REPAIRS IMMEDIATELY.2.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLECOLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.3.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATESTORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTHSHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.4.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVEALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADEAND STABILIZE IT.25% OFBASINSURFACEAREAINLETOUTLET1ST CELL25% OFBASINSURFACEAREA2ND CELL25% OFBASINSURFACEAREA25% OFBASINSURFACEAREAPLAN VIEWSUPPORT ROPE TOWIRE TO PREVENTSAGGINGSUPPORT POST,24" INTO BOTTOMOR SIDESTAKE TOSUPPORT WIRECOIR MESH OR SIMILAR, STAPLEDOR TRENCHED INTO BOTTOM ORSIDESECTION VIEW AT OPENING6"X6" TRENCH,BACKFILLED ANDCOMPACTEDFENCE AND FABRICBURIED IN TRENCHSTEEL POST2'CROSS SECTION2C904E&SC PERMANENT SEEDING SCHEDULE* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECSCOMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES.SOIL AMENDMENTSAPPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONEAND 1000 LB/ACRE 5-10-10 FERTILIZER.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHORSTRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEPSLOPES.MAINTENANCEREFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED,FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.SOIL PREPARATION:SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT (PHOSPHORUS, POTASSIUM, CALCIUMAND MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATENEEDED AMOUNTS OF FERTILIZER AND/OR LIME.CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED. THIS INCLUDES ROCKS, BOTTLES,LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FORREPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THISCOMPACTED LAYER MUST BE BROKEN UP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; ASMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SPEED AND DEPTH OF ROOTING. ATRACTOR-MOUNTED OR SELF-PROPELLED TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THEEXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL ATREE. TREES CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL ISNECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVERTHE ENTIRE AREA. ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACINGABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC MATTER. THISIMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.MOUNTAINSSEEDING DATESSPECIESRATE (lb/acre)AUG. 15 - MAY 1TALL FESCUE100**RYE GRAIN40SEPT. 1 - JUNE 1SERICEA LESPEDEZA15**RYE GRAIN40JUNE 2 - AUG. 14***GERMAN MILLET10*SUPPLEMENT WITH IRRIGATIONPIEDMONTSEEDING DATESSPECIESRATE (lb/acre)SEPT. 1 - MAY 1TALL FESCUE100**RYE GRAIN40SERICEA LESPEDEZA15APRIL 15 - JUNE 30BERMUDA GRASS25***GERMAN MILLET10JULY 1 - AUG. 30***GERMAN MILLET10*SUPPLEMENT WITH IRRIGATIONCOASTAL PLAINSEEDING DATESSPECIESRATE (lb/acre)SEPT. 30 - APRIL 1TALL FESCUE100**RYE GRAIN40SERICEA LESPEDEZA15APRIL 15 - JUNE 30BERMUDA GRASS25***GERMAN MILLET10JULY 1 - SEPT. 29***GERMAN MILLET10*SUPPLEMENT WITH IRRIGATION*RESEED WITH NON-NURSE CROPS WITHIN ACCEPTABLE DATES**MAY BE SUBSTITUTED WITH WHEAT AT 30 LBS/ACRE***MAY BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBS/ACREE&SC TEMPORARY SEEDING SCHEDULESOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZERRATE TO 1000 LB/ACRE IN THE FALL.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLEMULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AMULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARYCOVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA INLATE FEBRUARY OR EARLY MARCH.SOIL PREPARATION:SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGETHAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATENEEDED AMOUNTS OF FERTILIZER AND/OR LIME.CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BEPLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FORREPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKENUP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; ASMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THESPEED AND DEPTH OF ROOTING. A TRACTOR-MOUNTED OR SELF-PROPELLEDTILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THEEXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOILTILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BESUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL ISNECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THETOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACINGABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BYADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILSAND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.MOUNTAINSSEEDING DATESSPECIESRATE (lb/acre)ABOVE 2500 FEET: FEB. 15 - MAY 15BELOW 2500 FEET: FEB. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOREAN)50MAY 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 15RYE (GRAIN)120PIEDMONTSEEDING DATESSPECIESRATE (lb/acre)JAN. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50MAY 1 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 20RYE (GRAIN)120COASTAL PLAINSEEDING DATESSPECIESRATE (lb/acre)DEC. 1 - APRIL 15RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50APRIL 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 30RYE (GRAIN)120CLEANOUTPAVED AREASPAVED AREASLANDSCAPED AREASSUB-PAVINGPAVINGJOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITHTAPER THREAD BRONZE PLUG SERIES 58540-20 AND "SAN." ONCOVER (OR APPROVED EQUIVALENT).SCH. 40 PVC CAPSCH. 40 PVCABNEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITHTWO (2) JOSAM SERIES 58190-22 CLEANOUTS WITH TAPERTHREAD BRONZE PLUG SERIES 58540-20 (OR APPROVEDEQUIVALENT).B6"GRAVEL BASECOMPACTED ORUNDISTURBED SOIL24"COMPACTED ORUNDISTURBED SOIL24"6" THICK, 12" DIA.CONC. APRON6" THICK, 24"x24"CONC. APRONAPRECAST CONCRETEPOURED IN PLACE OFCONCRETE COLLAR3C904SKIMMER SEDIMENT BASINGENERAL NOTES:1.CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OFORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARYSEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.2.ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.3.SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THESKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.4.PLACE THE BARREL *TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCHAS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACTIT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THEFIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.5.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.6.LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOIN TO THEBARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THESIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.7.EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULDBE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDESAND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BELONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLESECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOWUNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.8.INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TODIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.9.EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS.COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVETHE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.10.INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.11.AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTHTHE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.MAINTENANCE NOTES:1.INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUSTAROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.2.REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.3.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN ANDDISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSOCHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.4.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BYFLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.5.CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THEEMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRSIMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.6.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMERFROM PLUGGING WITH ICE.PLAN VIEWCROSS-SECTION VIEWAVERAGEWIDTH=AREA*LENGTH* AREA OF BASIN WATERSURFACE AT TOP OFPRIMARY SPILLWAYINFLOWBAFFLESSKIMMERDEWATERINGDEVICEEMBANKMENTEMERGENCYSPILLWAYEMBANKMENTEMERGENCYSPILLWAYBAFFLESFILTER FABRIC1' FREEBOARD6" MIN. INVERT ELEV. OFEMERGENCY SPILLWAY1' SEDIMENTSTORAGE ZONE2' DEWATERINGZONEINFLOWCLASS B STONE PAD(4' x 4' x 1' MIN.)12PERSPECTIVE VIEWWATER SURFACE(PERMANENT POOL)END VIEWFRONT VIEWARM ASSEMBLYWATER ENTRYUNIT"C" ENCLOSUREPVC ELBOWPVC ENDCAPPVC TEEPVC PIPE1/2" HOLES INUNDERSIDEFLEXIBLEHOSESCHEDULE 40PVC PIPEPVC TEEORIFICEPLATESCHEDULE 40PVC PIPEPVC VENTPIPEPVC ENDCAPBOTTOM SURFACENOTE:1.ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.1C904CONCRETE FLARED END SECTIONZESLOPE30303648607372 7/8734648 7/84673 1/273 3/43019 3/4DCEDIAMETER + 1"BZDIAMETERXE SECTION Z-ZDIAMETER WALLPIPE242724273:13:13:13:143 1/2543:13:12 1/42 2 1/21215121833 1/22430THICKNESSSLOPEBSLOPEDIAMETERBDIAMETER + 1"DCFLARED END SECTION-INLET727884901089697 3/4989810034 3/435263599219939636372653:13:13:12.4:1782:1602:144 1/255 1/236424854772660DIMENSIONS IN INCHES WEIGHTS IN POUNDSXDIAMETER SECTION X-XDIAMETER DCFLARED END SECTION-OUTLETNOTES:1. STRUCTURAL DESIGN OF END SECTIONSHALL CONFORM WITH THAT OFSTANDARD REINFORCED CONCRETECULVERT PIPE.2. CONSULT WITH MANUFACTURER FORFURTHER DETAILS NOT LISTED.4C904SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC90402/16/2021 GROUNDSURFACEGROUNDSURFACEBLANKET 3BLANKET 2BLANKET 1BLANKET 2FLOWFLOWFIGURE ETOE OF SLOPECREST OFSLOPECREST OFSLOPE3"BLANKET 1BLANKET 2BLANKET 3FIGURE A - BED INSTALLATIONFIGURE B - PROFILE VIEWFIGURE C - CROSS SECTIONVIEW3"8"2"2"2"2"1.5"1.5"4"2"2"1"1"2"FIGURE D - PLAN VIEW- BED INSTALLATION- DENOTES STAPLELOCATIONFIGURE E- PLANVIEW8"1"1"1"1"1"1"1"1"4"1"1"1"1"FIGURE F- PROFILE VIEW6"6"6"FIGURE G- CRITICALPOINTS - BEDINSTALLATIONBLANKET 3BLANKET 2BLANKET 18"2"2"2"2"2.5"2.5"4"2"2"1"1"2"FIGURE I - PLAN VIEW - SLOPEINSTALLATIONGROUNDSURFACEGROUNDSURFACEFIGURE J - CRITICAL POINTSECURING - SLOPE INSTALLATIONSTEP 1 - SITE PREPARATIONPREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TOINSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.STEP 2 - SEEDINGSEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TOFOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.STEP 3 - STAPLE SELECTIONAT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TOSECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKETEXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES ANDTHE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OFTHE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OFTHE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONGBOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKETTOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN INFIGURES A, H, E AND F).STEP 5 - SECURE BODY OF BLANKETROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OFBLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OFBLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACEDOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLEPATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAMBLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLINGPATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BEUSED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET ISSUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TOENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREAOF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATIONOVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THETERMINAL EDGE.MAINTENANCE NOTES:1.INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY ANDAFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENTREPAIR IMMEDIATELY.2.GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSIONMUST NOT OCCUR BENEATH THE RECP.3.ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSECONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THEPROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.5.MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVERIS ESTABLISHED.*BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (8'OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN*SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL (8' OR 4'WIDTH) REQUIRED - WIDE BLANKET SHOWNFIGURE CFIGURE FFIGURE DGROUNDSURFACEFIGURE CFIGURE B/FIGURE EGROUNDSURFACEFIGURE EFIGURE IFIGURE B/FIGURE EFIGURE FFIGURE CFIGURE EFIGURE H - SLOPE INSTALLATIONCRITICAL POINTCRITICAL POINTTERMINAL ENDROLLED EROSION CONTROL MATTING INSTALLATION1C905ABOVE GROUND CONCRETE WASHOUTAA10'10'SANDBAGS (TYP.)OR STAPLESCONCRETEWASHOUTCLEARLY MARKEDSIGNAGE NOTINGDEVICE (18" X 24" MIN.)HIGH COHESIVE &LOW FILTRATIONSOIL BERMNOTES:1.ACTUAL LOCATION DETERMINED IN FIELD.2.THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLIDREACHES 75% OF THE STRUCTURES CAPACITY TOPROVIDE ADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARLY MARKED WITH SIGNAGE NOTING DEVICE.PLANSECTION A-A6"8"10 MIL PLASTICLINING (ALL SIDES)SANDBAGS (TYP.)OR STAPLESSILT FENCE2'3' MIN.1' FREEBOARD1:1 SIDE SLOPE(TYP.)2C905SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC90502/16/2021WOOD SCREENING FENCEFRONT VIEWNOTE:1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FORFASTENING.2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACEBETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.REAR VIEWTOP VIEW8'-0" MAX. POST SPACING1X66"-7"4x42x46'-0"4x41X62X44" SPACINGFRONT10"3'-0" 1"-2" SPACE 4" MAXSPACING2"-3" DIRT BACKFILL IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDINGBETWEEN TENANT PARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCEWITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANYAPPLICABLE GOVERNMENTAL REQUIREMENTS.1X64x42x44x43C905 SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:GRANITE QUARRY, NC STORE #22446DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"07/16/20203160662020J.EDWARDSJ.CHURCHNTSC90602/16/2021ANTI-SEEP COLLAR5.5'5.5'18" HDPEGROUT TO ENSUREWATER TIGHTCONNECTION3,000 PSI CONCRETE12"PLAN VIEWELEVATION VIEW1C906