Dollar General - Salisbury - SIGNED_DG_SALISBURY

STORE #18434VICINITY MAP (NTS) NORTH CAROLINA COUNTY MAP(ROWAN COUNTY)SITE COORDINATES: LATITUDE = 35.615450° NLONGITUDE = -80.535638° WSURVEY:BLUE RIDGE GEOMATICS, PA126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697LICENSE: C-3576ENGINEER:BREC, PA126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697LICENSE: C-3448CITY/TOWN: SALISBURY, NCSHEET INDEXC000 COVER SHEETC001 NOTESC002 EXISTING CONDITIONSC003 DEMOLITION PLANC100 SITE PLANC200 GRADING PLANC201 PRE-CONSTRUCTION DAC202 POST-CONSTRUCTION DAC300 PHASE 1 ESC PLANC301 PHASE 2 ESC PLANC302 FINAL ESC PLANC400 UTILITY PLANG100 LANDSCAPE PLANC900 DETAILSC901 DETAILSC902 DETAILSC903 DETAILSC904 DETAILSC905 DETAILSSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434COVER SHEETTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC00008/29/2017SITES MUSTTTTTTT BE REC
NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000ENTIRE PERMIT CAN BE FOUND AT: http://portal.ncdenr.org/c/document_library/get_file?uuid=d15e7ee8-cb50-443f-9dcf-049b001337ac&groupId=38364SECTION II.B. - STORM WATER POLLUTION PREVENTION REQUIREMENTS IN THE NC CONSTRUCTION GENERAL PERMITIN ADDITION TO THE STORMWATER POLLUTION PREVENTION CONTROLS FOUND IN THE E&SC PLAN, THIS CONSTRUCTION GENERAL PERMIT CONTAINSADDITIONAL CONDITIONS THAT MUST BE MET IN ORDER TO COMPLY WITH THE NPDES PROGRAM REQUIREMENTS. THEY ARE AS FOLLOWS:1.CONSTRUCTION SITE POLLUTANTSPERMITTEE MUST MANAGE ACTIVITIES ON THE SITE SUCH THAT WATER QUALITY STANDARDS ARE NOT VIOLATED FROM SITE ACTIVITIES OR ALLOWEDDISCHARGES. IN ADDITION TO STREAM POLLUTION FROM SEDIMENT DISCHARGE, OTHER ACTIVITIES ON CONSTRUCTION AND DEVELOPMENT SITES CANRESULT IN POLLUTANTS REACHING THE STATE'S WATERS. EPA HAS PREPARED GUIDANCE DOCUMENTS THAT PROVIDE BEST MANAGEMENT PRACTICESTHAT ADDRESS MANY ACTIVITIES.SEE HTTP://CILLUB.EPA.GOV/NPDES/STONNWATER/MENUOFIMMS/INDEX.CFM?ACTJOO=MJLL LDEASURE&MIN MEASURE ID=4THE FOLLOWING ACTIVITIES, AND OTHERS ON A SITE-SPECIFIC BASIS, REQUIRE OVERSIGHT THROUGHOUT THE CONSTRUCTION AND DEVELOPMENTPROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED:a. EQUIPMENT OPERATION AND MAINTENANCE - EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST BE OPERATED ANDMAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND WATERS OFTHE STATE.FUELS, LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, OR ANY OTHER PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THEGROUND OR INTO SURFACE WATERS. SPENT FLUIDS SHALL BE CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO ENTER THEWATERS, SURFACE OR GROUND, OFTHE STATE AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.b. MATERIAL HANDLING - HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE CONSISTENT WITH THEFEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH LABEL RESTRICTIONS.c. BUILDING MATERIAL WASTE HANDLINGI) ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES,CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA ADMINISTRATIVE CODE SECTION 15A NCAC 13B).II) LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERSUNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.III) DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED.IV) LITTER AND SANITARY WASTE - THE PERMITTEE SHALL CONTROL THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE.d. LOCATION OF STOCK PILES - LOCATE EARTHEN-MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS ANDSURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.e. HANDLING OF CONCRETEI) CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACEWATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. (NOTE THAT DISCHARGES FROM ONSITE CONCRETE PLANTS REQUIRE COVERAGE UNDER A SEPARATE NPDES PERMIT - NCG 140000.)II) ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS.2.GROUND STABILIZATIONa. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLYCEASED ACCORDING TO THE FOLLOWING SCHEDULE:I) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALLBE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.II) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.b. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:I) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.II) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1 SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3: 1, THE 7 DAY-REQUIREMENT APPLIES.III) ANY SLOPED AREA FLATTER THAN 4: 1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT.IV) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2: 1.V) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE-BY-CASE BASIS.VI) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (I5A NCAC 04A. 0105) ,STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.VII) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGEDURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SCPLAN OR ADDED BY THE PERMITTING AUTHORITY.3.SELF INSPECTION AND REPORTING REQUIREMENTSMINIMUM SELF INSPECTION_AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS OTHERWISE APPROVED IN WRITING BY THE DIVISION OFWATER QUALITY.a. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEENAPPROVED BY THE DIVISION OF WATER QUALITY.b. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OFWATER QUALITY OR AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAYPERIODS, AND NO INDIVIDUAL-DAY RAINFALL INFORMATION IS AVAILABLE, THE CUMULATIVE RAIN MEASUREMENT FOR THOSE UN-ATTENDEDDAYS WILL DETERMINE IF A SITE INSPECTION IS NEEDED. (NOTE: IF NO RAINFALL OCCURRED, THE PERMITTEE MUST RECORD "ZERO").c. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTE<;L TO ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTIONRECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUSTOCCUR AT THE FREQUENCY INDICATED BELOW:I) ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE AT LEASTONCE EVERY SEVEN CALENDAR DAYS, ANDII) ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.d. ONCE LAND DISTURBANCE HAS BEGUN ON THE SITE, STORM WATER RUNOFF DISCHARGE OUTFALLS SHALL BE INSPECTED BY OBSERVATIONFOR EROSION, SEDIMENTATION AND OTHER STORM WATER DISCHARGE CHARACTERISTICS SUCH AS CLARITY, FLOATING SOLIDS, AND OILSHEENS. INSPECTIONS OF THE OUTFALLS SHALL BE MADE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANYSTORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.e. INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS. WHEN ADVERSE WEATHER CONDITIONS WOULD CAUSETHE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION CAN BE DELAYED UNTIL IT IS DEEMED SAFE TO PERFORMTHESE DUTIES. (TIMES WHEN INSPECTIONS WERE DELAYED BECAUSE OF SAFETY ISSUES SHOULD BE NOTED IN THE INSPECTION RECORD.) IFTHE INSPECTION CANNOT BE DONE ON THAT DAY, IT MUST BE COMPLETED ON THE FOLLOWING BUSINESS DAY.f. TWENTY-FOUR HOUR REP0L1ING FOR VISIBLE SEDIMENT DEPOSITIONI) THE PERMITTEE SHALL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL OFFICE OR THE APPROPRIATE REGIONAL OFFICE ANY VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY ENDANGER HEALTH OR THE ENVIRONMENT. (SEE SECTION VIII OF THIS PERMIT FOR CONTACT INFORMATION.) ANY INFORMATION SHALL BE PROVIDED ORALLY OR ELECTRONICALLY WITHIN 24 HOURS FROM THE TIME THE PERMITTEE BECAME AWARE OF THE CIRCUMSTANCES.II) A WRITTEN SUBMISSION SHALL BE PROVIDED TO THE APPROPRIATE REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY WITHIN 5 DAYS OF THE TIME THE PERMITTEE BECOMES AWARE OF THE CIRCUMSTANCES. THE WRITTEN SUBMISSION SHALL CONTAIN A DESCRIPTIONOF THE SEDIMENT DEPOSITION AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. THE DIVISION OF WATER QUALITY STAFFMAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS.g. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE SITE AND AVAILABLE FOR AGENCY INSPECTORS ATALL TIMES DURING NORMAL WORKING HOURS, UNLESS THE DIVISION OF WATER QUALITY PROVIDES A SITE-SPECIFIC EXEMPTION BASED ONUNIQUE SITE CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL. OLDER RECORDS MUST BE MAINTAINED FOR A PERIOD OF THREEYEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST THE RECORDS MUST PROVIDE THE DETAILS OF EACH INSPECTIONINCLUDING OBSERVATIONS, AND ACTIONS TAKEN IN ACCORDANCE WITH THIS PERMIT. THE PERMITTEE SHALL RECORD THE REQUIREDRAINFALL AND MONITORING OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORMTHAT IS INCLUSIVE OF ALL OF THE ELEMENTS CONTAINED IN THE DIVISION'S FORM. USE OF ELECTRONICALLY-AVAILABLE RECORDS, IN LIEU OFTHE REQUIRED PAPER COPIES FOR INSPECTION WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD-COPYRECORDS.h. INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:I) CONTROL MEASURE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: I) IDENTIFICATION OF THE MEASURES INSPECTED,2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) INDICATION OF WHETHER THE MEASURESWERE OPERATING PROPERLY, 5) DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE, 6) CORRECTIVE ACTIONS TAKEN (7) DATE OF ACTIONS TAKEN, AS WELL AS THE DATE AND AMOUNTS OF RAINFALL RECEIVED.II) STORM WATER DISCHARGE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: I) IDENTIFICATION OF THE DISCHARGE OUTFALL INSPECTED, 2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) EVIDENCE OF INDICATORS OF STORM WATER POLLUTION SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION, 5) INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE, 6) ACTIONS TAKEN TO CORRECT/PREVENT SEDIMENTATION AND 7) DATE OF ACTIONS TAKEN.III) VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE LIMITS: INSPECTION RECORDS MUST INCLUDE: 1) AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL FUTURE RELEASES, 2) ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE SITE LIMITS AND 3) THE DATE OF ACTIONS TAKEN.IV) VISIBLE SEDIMENTATION FOUND IN STREAMS OR WETLANDS: ALL INSPECTIONS SHOULD INCLUDE EVALUATION OF STREAMS OR WETLANDS ONSITE OR OFFSITE (WHERE ACCESSIBLE) TO DETERMINE IF VISIBLE SEDIMENTATION HAS OCCURRED.V) VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN AN INCREASE IN VISIBLE STREAM TURBIDITY, INSPECTIONRECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTIONS. SITES DISCHARGING TO STREAMSNAMED ON THE STATE'S 303(D) LIST AS IMPAIRED FOR SEDIMENT-RELATED CAUSES MAY BE REQUIRED TO PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLICATION OF MORE-STRINGENT MANAGEMENT PRACTICES IF IT IS DETERMINED THAT THE ADDITIONALREQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED-WATERS CONDITIONS. IF A DISCHARGECOVERED BY THIS PERMIT ENTERS A STREAM SEGMENT THAT IS LISTED ON THE IMPAIRED STREAM LIST FOR SEDIMENT-RELATED CAUSES,AND A TOTAL MAXIMUM DAILY LOAD (TMDL) HAS BEEN PREPARED FOR THOSE POLLUTANTS, THE PERMITTEE MUST IMPLEMENT MEASURESTO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE SITE IS CONSISTENT WITH THE ASSUMPTIONS AND MEETS THE REQUIREMENTS OF THE APPROVED TMDL. THE DIVISION OF WATER QUALITY 303(D) LIST CAN BE FOUND AT: HTTP://H20.ENR.STATE.NC.US/TMDI/GENERAI303D.HTML4.SEDIMENT BASINSSEDIMENT BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:a. OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.b. FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW-DOWN DESIGNS SPECIFIED IN THE DIVISION OF LANDRESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.c. CHEMICAL TREATMENTI) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER STORM-RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT SURFACE WATERS.II) ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES PROVIDED BY THEMANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.III) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND POSTED ON THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS/FLOCCULANTS LIST" FOUND ON THEIR WEB SITE AT: HTTP://PORTAL.NCDENR .ORGLWEB/WG/WS/SU .IV) THE PERMITTEE MUST ROUTE STORM WATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS THROUGH SEDIMENT TRAPPING, FILTERING, AND/OR SETTLING DEVICES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS.d. DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLUTION CONTROL ACT ANDUTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL TO ASSURE THATBUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION OUTSIDE OF THE 25% BUFFER ZONENEAREST THE LAND DISTURBING ACTIVITY.5. DISCHARGES TO SPECIAL OR THREATENED WATERSa. DISTURBED AREAS WITHIN ONE MILE OF AND DRAINING TO WATERS WHERE FEDERALLY-LISTED THREATENED OR ENDANGERED AQUATICSPECIES ARE PRESEN(SHALL BE LIMITED AT ANY TIME TO A MAXIMUM TOTAL AREA WITHIN THE BOUNDARIES OF THE TRACT OF20 ACRES.THESE PROJECTS SHALL ALSO USE CONTROL MEASURES THAT ARE DESIGNED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH CRITERIASET FORTH IN L5A NCAC 048 .0124 - DESIGN STANDARDS IN SENSITIVE WATERSHEDS. THE DIVISION OF WATER QUALITY MAY REQUIREADDITIONAL/ALTERNATIVE PROTECTION MEASURES OR REQUIRE COVERAGE UNDER AN INDIVIDUAL CONSTRUCTION NPDES STORMWATERPERMIT. OTHER MANAGEMENT PRACTICES MAY BE ACCEPTABLE IF THESE DESIGNS ARE SHOWN BY THE APPLICANT, TO THE SATISFACTION OFTHE DIRECTOR, TO PROVIDE EQUIVALENT PROTECTION.b. CONSTRUCTION ACTIVITIES IN HIGH QUALITY WATERS ZONES REQUIRE QUICKER GROUND STABILIZATION PROVISIONS AS SPECIFIED INSECTION II.B.2.B. OF THE PERMIT.TERAMORE EROSION CONTROL CONTACTCHAD GANTT - PROJECT MANAGER [phone]SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434NOTESTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC00108/29/2017S MUSTTTTTTTTT BE REC
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UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLESIGNAL LIGHTINTERSECTIONAPPROX. GAS LINE PER PAINT MARKINGSAPPROX. GAS LINE PER PAINT MARKINGSAPPROX. GAS LINE PER PAINT MARKINGSGASVALVEGASVALVEPORCHA/CUNIT8'x12'BLDG10'x36'BLDGEXISTINGSTRUCTUREGRAVELPARKINGGRAVEL DRIVEFENCE9'x9'WELLHOUSEPOSSIBLEWELL20' WATERLINE EASEMENTZONE CBIZONE CBI1.47± ACRESPARCELS #477-026,477-084, 477-025ZONE CBI(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENTVICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKGENERAL 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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITEPOVERHEAD UTILITY LINENATURAL GAS LINEFIBER OPTICS LINEWATER LINESCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434EXISTING CONDITIONSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C00208/29/2017S MUSTTTTTTTTT BE RECE
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOHARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT2-WATERMETERSWATERMETERFIREHYD.WATERVALVEAPPROX WATERLINE PER PAINT MARKINGSAPPROX WATERLINE PER PAINT MARKINGSAPPROX WATERLINE PER PAINT MARKINGSOVERHEAD UTILITY LINESOVERHEAD UTILITY LINESOVE
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UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLESIGNAL LIGHTINTERSECTIONAPPROX. GAS LINE PER PAINT MARKINGSAPPROX. GAS LINE PER PAINT MARKINGSAPPROX. GAS LINE PER PAINT MARKINGSGASVALVEGASVALVEPORCHA/CUNIT8'x12'BLDG10'x36'BLDGEXISTINGSTRUCTUREGRAVELPARKINGGRAVEL DRIVEFENCE9'x9'WELLHOUSEPOSSIBLEWELL20' WATERLINE EASEMENTHATCHED AREA TO HAVE ALLSTRUCTURES AND UTILITIESREMOVED/RELOCATED ASNECESSARYZONE CBIZONE CBI1.47± ACRESPARCELS #477-026,477-084, 477-025ZONE CBI(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENTCLEARING &GRADING LIMITSVICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKGENERAL 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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITEPOVERHEAD UTILITY LINENATURAL GAS LINEFIBER OPTICS LINEWATER LINESCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434DEMOLITION PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C00308/29/2017S MUSTTTTTTTT BE RECE
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT10'x36'BLDGFENCE10' SETBACK50' SETBACK30' SETBACK30' SETBACK20' BUFFER20' WATERLINE EASEMENT71012DOLLAR GENERAL9,100 SQ.FT.F.F.E. = 800.50108'9'25'71'20'9'131'71'8'10'8'8.45'5.5'5'9'20'9'20'9'56'36'R25'R15'R15'R30'R30'21.76'HEAVY DUTYASPHALT SEEDET. 1/C900HANDICAP RAMP &SIGNAGE SEE DET.3-5/C900STANDARD DUTYASPHALT SEEDET. 2/C900BOLLARDS SEE DET. 9/C900PYLON SIGN12' x 18' DUMPSTERENCLOSURE SEEDET. 4/C901DELIVERY RAMPSEE DET. 2/C901NCDOT PAVING SEE DET. 1/C901DEPRESSED CURB(TYP. BOTH SIDES)SEE DET. 5/C90124" STOP BAR - WHITENCDOT STDS. 12054" DOUBLEYELLOW LINESPAVEMENT MARKINGS TOBE WHITE AND TO MEETNCDOT STDS. 120510' x 70' SIGHTTRIANGLE10' x 70' SIGHTTRIANGLERETAINING WALL TO BE DESIGNEDBY OTHERS. SAFETY FENCE TO BEALONG EXTENTS OF WALL SEEDET. 6/C901 (WALL DESIGNCANNOT ENCROACH INTO WATERLINE EASEMENT)6' SHADOW BOX WOODFENCE SEE DET. 7/C901SEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C90290'CONCRETE FLUMESEE DET. 8/C901ZONE CBIZONE CBI36'36'40'(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENTSAND FILTERMAINTENANCE EASEMENTMAINTENANCE EASEMENTMAINTENANCE EASEMENTMAINTENANCE EASEMENTVICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKSTRIPING LEGENDYELLOW CURBING AND BOLLARDS -PARKING LOTSURFACES SHOULD BE CLEAN,DRY AND METAL SURFACES FREEOF HEAVY RUST. 2 COASTSSHERWIN 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." BLUECOORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.SITE INFORMATIONPROPERTY SIZE 1.47± ACRESPARCEL ID477-026, 477-084, 477-025ZONE CBIPARKING COUNT29 SPACESDOLLAR GENERAL PAVEMENT NOTES:1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUSSOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BECOMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERALREQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENTOF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED ANDREPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BYGEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPESHALL BE PRIOR APPROVED BY DOLLAR GENERAL.4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUSTBE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R(GUIDE FOR DESIGN AND CONSTRUCTION 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.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 OF CONSTRUCTION.4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.NCDOT PAVINGSTANDARD DUTY ASPHALTHEAVY DUTY ASPHALTU.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITESCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434SITE PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C10008/29/2017S MUSTTTTTTT BE RECE
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1/21" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT10'x36'BLDGFENCE10' SETBACK50' SETBACK30' SETBACK30' SETBACK20' BUFFER20' WATERLINE EASEMENTDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 800.50799.82 BOR800.32799.82TC800.00 BOR799.82 BOR800.32799.82TC799.52799.42800.32799.82TC799.88 BOR800.38 TORRETAINING WALL TO BE DESIGNEDBY OTHERS. SAFETY FENCE TO BEALONG EXTENTS OF WALL SEEDET. 6/C901 (WALL DESIGNCANNOT ENCROACH INTO WATERLINE EASEMENT)6' SHADOW BOX WOODFENCE SEE DET. 7/C901SEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C902797.96797.46TC798.60798.10TC/HP800.38799.88TC800.0
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D 8 - 8" PVCROOF DRAINSROOF DRAINSPLASH BLOCKSEE DET. 4/C903ZONE CBIZONE CBI803.50 TOW803.00 BOW799.50TOW/BOW0+000+53DRIVEWAY PROFILE-0.8%-1.9%-2.2%-1.5%-1.3%-1.6%SAND FILTER W/UNDERDRAINSSEE DET. 2/C9058' La x 10' WOUTLET PROTECTIONSEE DET. 4/C902CLASS B RIPRAP15" HDPE INV. = 794.00(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENT8" HDPE INV. = 794.00780.00799.50TCELEVATIONSTATIONDRIVEWAY PROFILE770780790800810820770780790800810820-0+25 0+00 0+75-0+25 0+00 0+75EXISTING GRADEPROPSED GRADE-3%7.2%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 OF CONSTRUCTION.4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.GRADING 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 SOIL 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.BEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!ABBREVATIONSTC TOP OF CURBBC BOTTOM OF CURBTOR TOP OF RAMPBOR BOTTOM OF RAMPTOW TOP OF WALLBOW BOTTOM OF WALLBOD BOTTOM OF DITCHHPHIGH POINTEX. TC EXISTING TOP OF CURBEX. BC EXISTING BOTTOM OF CURBEPEDGE OF PAVEMENTEC EDGE OF CONCRETEVICINITY MAP (NTS)U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITELEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434GRADING PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C20008/29/2017S MUSTTTTTTT BE REC
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1/2" REBARFOUND1" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'1" REBARFOUNDROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTPORCHA/CUNIT8'x12'BLDG10'x36'BLDGEXISTINGSTRUCTUREGRAVELPARKINGGRAVEL DRIVEFENCE20' WATERLINE EASEMENTZONE CBIZONE CBI1.47± ACRESPARCELS #477-026,477-084, 477-025ZONE CBIPRE-CONSTRUCTION #1(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENTVICINITY MAP (NTS)U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITESCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434PRE-CONSTRUCTION DATERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C20108/29/2017S MUSTTTTTT BE REC
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1/2" REBARFOUND1" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'1" REBARFOUNDROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT10'x36'BLDGFENCE10' SETBACK50' SETBACK30' SETBACK30' SETBACK20' BUFFER20' WATERLINE EASEMENTDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 800.50RETAINING WALL TO BE DESIGNEDBY OTHERS. SAFETY FENCE TO BEALONG EXTENTS OF WALL SEEDET. 6/C901 (WALL DESIGNCANNOT ENCROACH INTO WATERLINE EASEMENT)6' SHADOW BOX WOODFENCE SEE DET. 7/C901SEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C9028 - 8" PVCROOF DRAINSROOF DRAINSPLASH BLOCKSEE DET. 4/C903ZONE CBIZONE CBIPOST-CONSTRUCTION #2POST-CONSTRUCTION #1POST-CONSTRUCTION #3SAND FILTER W/UNDERDRAINSSEE DET. 2/C9058' La x 10' WOUTLET PROTECTIONSEE DET. 4/C902CLASS B RIPRAP15" HDPE INV. = 794.00(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENT8" HDPE INV. = 794.00VICINITY MAP (NTS)U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITESCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434POST-CONSTRUCTION DATERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C20208/29/2017S MUSTTTTTTT BE RECE
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1/21" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT10'x36'BLDGFENCE20' WATERLINE EASEMENTSEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C902TDTDTDTDTDTDTDTDTDTDTDTDTDTDTD
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TD TDSILT FENCE SEEDET. 2/C902LIMITS OF DISTURBANCE1.50± ACRESTEMPORARYDIVERSION SEEDET. 6/C902TEMPORARYDIVERSION SEEDET. 6/C90218' EMERGENCYSPILLWAY ELEV. = 793.00ZONE CBIZONE CBI(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENTGENERAL 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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.VICINITY MAP (NTS)U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITEMAINTENANCE 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 DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYS NONEHIGH QUAILTY WATER (HQW) ZONES7 DAYS NONESLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER 14 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 INFORMATIONBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!EROSION CONTROL CONSTRUCTION SEQUENCE1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES.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 THE DURATIONOF CONSTRUCTION.5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM EXISTING CURB CUT ONSECTION HOUSE ROAD.6. INSTALL SILT FENCE AT INDICATED AREAS.7. 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 BY LINCOLNCOUNTY EROSION CONTROL INSPECTIONS.8. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN.9. REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND STOCKPILE TOPSOIL FOR LATER USE.10. PROCEED WITH MASS GRADING OPERATIONS.11. INSTALL FOREBAY WITH STONE ARMOR AND OUTLET STRUCTURE FOR POST-CONSTRUCTION STORMWATERBMP. DIRECT OUTLET PIPE TO SKIMMER BASIN PRIOR TO SITE STABILIZATION.12. INSTALL PIPE NETWORK WITH INLET PROTECTION. PIPE NETWORK TO OUTLET TO SKIMMER BASIN VIA BMPFOREBAY OUTLET STRUCTURE PRIOR TO SITE STABILIZATION.13. AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PADAREAS TO PROTECT EXPOSED SOILS.14. STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.15. AFTER SITE STABILIZATION, REMOVE SKIMMER BASIN TO INSTALL BIORETENTION CELL AND COMPLETE FINEGRADING. DO NOT ALLOW DISCHARGE INTO BIORETENTION CELL UNTIL SITE IS COMPLETELY STABILIZED.16. INSTALL REMAINING PERMANENT LANDSCAPING.17. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.SKIMMER BASIN CALCULATIONS1.DA = 2.32 ACRES2. DU = 1.59 ACRES3. tc = 5 minutes4. i = 7.00 inhr5. C = 0.66. Q10 = CiDA = (0.6)(7.00)(2.32) = 9.74 ft3/s7. SAreq = 325Q10 = (325)(9.74) = 3,166 ft28. Vreq = 1800DU = (1800)(1.59) = 2,862 ft39. depth = 3.010. SApvd = 3,546 ft211. Vpvd= 8,211 ft312. LWEIR = 18'13. V@top 2 ft= 5,998 ft314. Tdewater = 3 days15. Qdewater = V@ top 2 ft/Tdewater= 1,999 ft3/dCOORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKSILT FENCELIMITS OF DISTURBANCETDTEMPORARY DIVERSIONOUTLET PROTECTIONHARDWARE CLOTH INLETPROTECTIONRIPRAP INLET PROTECTIONSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434PHASE 1 ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C30008/29/2017NS MUSTTTTTT BE REC08/29/2017
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1/21" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT10'x36'BLDGFENCE20' WATERLINE EASEMENTRETAINING WALL TO BE DESIGNEDBY OTHERS. SAFETY FENCE TO BEALONG EXTENTS OF WALL SEEDET. 6/C901 (WALL DESIGNCANNOT ENCROACH INTO WATERLINE EASEMENT)SEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C902TDTDTDTDTDTDTDTDTDTDTDTDTDTDTD
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TD TDSILT FENCE SEEDET. 2/C902LIMITS OF DISTURBANCE1.50± ACRESTEMPORARYDIVERSION SEEDET. 6/C902TEMPORARYDIVERSION SEEDET. 6/C90218' EMERGENCYSPILLWAY ELEV. = 793.00ZONE CBIZONE CBIDIVERSION TO BELINED WITH CURLEX II15" HDPE INV. = 794.00INLET PROTECTIONSEE DET. 3/C905(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENT8" HDPE INV. = 794.00VICINITY MAP (NTS)U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITEGENERAL 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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.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.LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKSILT FENCELIMITS OF DISTURBANCETDTEMPORARY DIVERSIONOUTLET PROTECTIONHARDWARE CLOTH INLETPROTECTIONRIPRAP INLET PROTECTIONSTABILIZATION TIMEFRAMESSITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYS NONEHIGH QUAILTY WATER (HQW) ZONES7 DAYS NONESLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER 14 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 INFORMATIONBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434PHASE 2 ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C30108/29/2017S MUSTTTTTTTT BE REC
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1/21" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT10'x36'BLDGFENCE20' WATERLINE EASEMENTDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 800.50RETAINING WALL TO BE DESIGNEDBY OTHERS. SAFETY FENCE TO BEALONG EXTENTS OF WALL SEEDET. 6/C901 (WALL DESIGNCANNOT ENCROACH INTO WATERLINE EASEMENT)SEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C902SILT FENCE SEEDET. 2/C902LIMITS OF DISTURBANCE1.50± ACRES8 - 8" PVCROOF DRAINSROOF DRAINSPLASH BLOCKSEE DET. 4/C903ZONE CBIZONE CBIDIVERSION TO BELINED WITH CURLEX IISAND FILTER W/UNDERDRAINSSEE DET. 2/C9058' La x 10' WOUTLET PROTECTIONSEE DET. 4/C902CLASS B RIPRAP15" HDPE INV. = 794.00INLET PROTECTIONSEE DET. 3/C905(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENT8" HDPE INV. = 794.00VICINITY MAP (NTS)U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITEGENERAL 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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.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.LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKSILT FENCELIMITS OF DISTURBANCETDTEMPORARY DIVERSIONOUTLET PROTECTIONHARDWARE CLOTH INLETPROTECTIONRIPRAP INLET PROTECTIONSTABILIZATION TIMEFRAMESSITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYS NONEHIGH QUAILTY WATER (HQW) ZONES7 DAYS NONESLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER 14 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 INFORMATIONBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434FINAL PHASE ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C30208/29/2017S MUSTTTTTTT BE REC
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOHARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT2-WATERMETERSWATERMETERFIREHYD.WATERVALVEAPPROX WATERLINE PER PAINT MARKINGSAPPROX WATERLINE PER PAINT MARKINGSAPPROX WATERLINE PER PAINT MARKINGSOVERHEAD UTILITY LINESOVERHEAD UTILITY LINESOVE
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UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLESIGNAL LIGHTINTERSECTIONAPPROX. GAS LINE PER PAINT MARKINGSAPPROX. GAS LINE PER PAINT MARKINGSAPPROX. GAS LINE PER PAINT MARKINGSGASVALVEGASVALVE10'x36'BLDGFENCE9'x9'WELLHOUSEPOSSIBLEWELLIRRIGATION LINE TO BE SDR 21PVC (SIZED BY DESIGNER)(IRRIGATION TO BE DESIGNEDBY OTHERS)4" SCH 40 SEWER LINEINV. = 797.003" SCH 40 SEWER LINEINV. = 797.00TAIL LINES ARE LAID OUT FORINFORMATIONAL PURPOSES ONLY.ASSUMING AN LTAR OF 0.35 AND A FLOWOF 200 GPD BASED ON THE DOLLARGENERAL MOU. SEE SEPTIC PERMIT FORACTUAL LAYOUT.1,000 GAL. PUMP TANKCOORDINATEWATER TAP WITHLOCAL PROVIDERPRIMARY AREA10' SETBACK50' SETBACK30' SETBACK30' SETBACK20' BUFFER20' WATERLINE EASEMENTDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 800.50R100'R100'RETAINING WALL TO BE DESIGNEDBY OTHERS. SAFETY FENCE TO BEALONG EXTENTS OF WALL SEEDET. 6/C901 (WALL DESIGNCANNOT ENCROACH INTO WATERLINE EASEMENT)6' SHADOW BOX WOODFENCE SEE DET. 7/C901SEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C9021" SDR 21 PVC POTABLE WATER LINEPRESSURE MANIFOLDZONE CBIZONE CBIREPAIR AREASJE - RHOMBUS FLOWEQUALIZATION CONTROLPANEL IFS11W9224H 10E 15A18A(SIMPLEX), DOSE 2 TIMESDAILY AT 105 GALLONS2" SCH 80 PVCSEWER LINE1" RPZ WITH HEATEDENCLOSURE1" WATER METERPER CITY OFSALISBURY W-91" RPZ WITHHEATEDENCLOSURE1" ELECTRICAL CONDUIT1" ELECTRICAL CONDUIT(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENT4' SCH. 40 PVCSAND FILTERVICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKGENERAL 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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITEPOVERHEAD UTILITY LINENATURAL GAS LINEFIBER OPTICS LINEWATER LINELOCAL UTILITY COMPANIESUTILITYCOMPANY NAME PHONEWATER CITY OF SALISBURY(704) 638-5300POWER DUKE ENERGY(800) 452-2777NATURAL GAS PSNC ENERGY(877) 776-2427TELEPHONEAT&T [phone]SANITARY SEWER ROWAN COUNTY ENVIRONMENTAL HEALTH(704) 216-8525ON-SITE UTILITY NOTES1. FOR GENERAL SITE WORK, SEE SHEET C100.2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCALSTANDARDS.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 FOR PRESSURED 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 ANSI AND AWWASTANDARD SPECIFICATIONS.6. PIPE AND FITTINGS 3" AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFTK-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND BERATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFTAND BE CAST OR DUCTILE IRON BODIED.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 AND SEWER LINE ISTEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER ANDSEWER 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 EDGE OF BUILDING ASSHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE ANDEXTEND AS NECESSARY).12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITEWORK 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 OSHA REGULATIONS.15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THISSYSTEM PRIOR TO COMPLETION.17. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.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 THE LOCATION OF THETRANSFORMER AND ANY NECESSARY CONDUITS.21. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATIONOF ANY PEDESTALS AND NECESSARY CONDUITS.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434UTILITY PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 201040C40008/29/2017S MUSTTTTTTT BE REC
HARVEY LEE MUSSELWHITELOTS 35, 36 & 37P.B. 9995, PG. 160PARCEL ID #477-023MARGARET H. SCOGGINSD.B. 1140, PG. 453LOTS 24, 25 & 26P.B. 9995, PG. 160PARCEL ID #477-024MAG NAILSET58" REBARFOUNDPOINT OF BEGINNINGN.C. GRID-NAD 831" ROD FOUNDN=682,399.20'E=1,543,470.88'5/8" REBARFOUND1" PIPEFOUNDN.C. GRID-NAD 835/8" REBAR FOUNDN=682,612.39'E=1,543,488.46'58" REBARFOUND1" RODFOUNDN.C. GRID-NAD 831/2" REBAR FOUNDN=682,495.89'E=1,543,732.56'ROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WROAD R/WCROSBY STREET - UNOPENED 50' R/WS. MAIN ST. (U.S. HIGHWAY 29) 100' PUBLIC R/WGRACE CHURCH ROAD (S.R. 1503) 60' PUBLIC R/WEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT10'x36'BLDGFENCE10' SETBACK50' SETBACK30' SETBACK30' SETBACK20' BUFFER20' WATERLINE EASEMENTDOLLAR GENERAL9,100 SQ.FT.F.F.E. = 800.50RETAINING WALL TO BE DESIGNEDBY OTHERS. SAFETY FENCE TO BEALONG EXTENTS OF WALL SEEDET. 6/C901 (WALL DESIGNCANNOT ENCROACH INTO WATERLINE EASEMENT)6' SHADOW BOX WOODFENCE SEE DET. 7/C901SEPTIC AREA TO REMAIN UNDISTURBEDSAFETY FENCE SEE DET. 8/C902SODSODSODSODSEEDSEEDSEEDZONE CBIZONE CBI(CLOSURE & PURCHASE OF UNOPENEDRIGHT OF WAY IN PROCESS)10' WIDE CONSTRUCTION EASEMENTSODSAND FILTERVICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100SETBACKGENERAL 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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.5. 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.6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTINGBORROW SITE.U.S. HIGHWAY 29 - SOUTH MAIN ST.GRACE CHURCH ROADLONG MEADOW DR.PEELER ROADSITELANDSCAPE PLANTING LEGENDBERMUDA SODBERMUDA SEEDSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434LANDSCAPE PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCH1" = 20'20 2010 40G10008/29/2017S MUSTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT BE REC
HEAVY-DUTY ASPHALT PAVINGCOMPACTED SUB-GRADE (PER SPECS.)8" ABC COMPACTED STONE BASE(COMPACTED TO 100% MODIFIED PROCTOR)2" ASPHALT BINDER2" ASPHALT SURFACE COATGENERAL NOTES:1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT1C900STANDARD ASPHALT PAVINGCOMPACTED SUB-GRADE6" ABC COMPACTED STONE BASE(COMPACTED TO 100% MODIFIED PROCTOR)2" ASPHALT SURFACE COATGENERAL NOTES:1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT2" ASPHALT BINDER2C900BOLLARDCONCRETE 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 SECTION#4 BAR CONT.113000 PSI CONCRETE WITHW2.9 X W2.9 W.W.F. OR#3'S AT 18"2% SLOPE1/2 " ROUNDASPHALT PAVINGSEE DETAIL4"6"18" TURNDOWNALL SIDEWALKS TO HAVESEALED ISOLATION JOINTSSIDEWALKS TO HAVEBROOM FINISH6C900CURB 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 WITH# 4'S AT 24"COMPACTED SUB-GRADE4" #57 WASHED STONE1'6"6"8"(2) #4 CONT.8C900HANDICAP RAMPNOTE:ALL ACCESSIBLE RAMPS ANDACCESS AISLES SHALL MEET ALLCODES AND ADAAG REGULATIONS.ACCESSIBLEPARKING SIGN, ASREQUIRED8'-0"10'-0"8'-0"SEE PLANSTANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINT COLORTO BE PER THE AUTHORITYHAVING JURISDICTION.4" STRIPES @ 24" O.C. AT 45DEGREES. PAINT COLOR TO BEPER THE AUTHORITY HAVINGJURISDICTION.4" PARKING SPACESTRIPE. PAINT COLOR TOBE PER THE AUTHORITYHAVING JURISDICTION.1:12 MAXSLOPEDOWN1:12 MAXSLOPEDOWN10' SIDEWALKCOLORED TOOLED/SERRATED SLIPRESISTANT SURFACING AND/OR TACTILEWARNING DEVICE AS REQUIRED BYAMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES AND CODEREQUIREMENTSACCESSIBLEPARKING SIGN, ASREQUIRED5'BOLLARD PAINTED YELLOWAT PARKING SPACE INFRONT OF BUILDINGVARIESSEE PLANSTRIPINGTOP COAT SHERWIN WILLIAMS -PROMAR TRAFFIC MARKINGPAINT "H.C." BLUE5C9007' MIN.SIDEWALKSTANDARD ALUM. MAXIMUM PENALTYSIGN R7-8D FASTENED TO BUILDINGSTANDARD ALUM. HANDICAPPED PARKINGSIGN R7-8 FASTENED TO BUILDING12"9"18"HANDICAPPED PARKING SIGNWALL MOUNTED3C900SIDEWALKSTANDARD ALUM. MAXIMUM PENALTYSIGN R7-8D FASTENED TO BUILDING.STANDARD ALUM. HANDICAPPED PARKINGSIGN R7-8 FASTENED TO BUILDING.12"9"18"VAN ACCESSIBLE PARKING SIGNWALL MOUNTEDTHIS 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.4C900SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC90008/29/2017S MUSTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT BE REC
CONCRETE SIDEWALK JOINTSTOOLEDJOINTS WITHJOINT SEALER3/8" TYP.1/4" MAXR = 1/4" MAXTOOLEDJOINTS WITHJOINT SEALER5'3C901NCDOT ASPHALT PAVINGCOMPACTED SUB-GRADE5" OF B253" OF I-192" OF S9.5BEXISTING EDGE OF ASPHALTTO BE SAW - CUT TO ENSURESMOOTH TRANSITIONEXISTING TRAVEL LANE2" MILL 1' WIDE FROMEDGE OF ASPHALT1C901EDGE OF ASPHALT PAVINGTYP. CONC. CURB ANDGUTTERVARIED SLOPED CURBDEPRESSED CURB5C901SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC90108/29/2017RECEIVING DOOR RAMP6"TYPYELLOWSTRIPING1:12MAXIMUMSLOPEYELLOWCURBINGAND 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 COMPANY2C901DUMPSTER 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" THICKCRUSHED AGGREGATE. 12"X12" THICKENEDEDGE FOR APPROACH SLAB. #4 REBAR @2'-0" O.C. EACH WAY.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.REAR VIEWTOP VIEW8'-0" MAX. POST SPACING1X64x42x44x41X62X42"-4"SPACINGFRONT10"4" MAXSPACINGIF 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.1X64x42x44x4GATES SHALL BE CONSTRUCTEDOUT OF STEEL FRAME TUBINGWITH PIVOT HINGES MOUNTEDON 6" STEEL PIPE BOLLARDS.PROPER LATCHING AND LOCKHARDWARD SHALL BE PROVIDEDIN ORDER TO RESTRAIN AND/ORLOCK ENCLOSURE GATESGATE ELEVATIONCAPSHADOW BOXFENCING, ATTACHEDWITH 14" GALV.CARRIAGE BOLTS,(SOLID COLOR STAIN)PROVIDE SOLID 4"SUPPORT WHEEL ANDGALV. BRACKET6" DIA. BOLLARD6" DIA. BOLLARD4C901CHAIN LINK FENCING10'-0" MAX.10'-0" MAX.4'-0"2" MAX.CORNER POST CAP (TYP.)TENSION BANDSTENSION BAR3-1/2" DIA. TERMINAL POST (GALVANIZED8" DIA. 5000 P.S.I. (28 DAYS) CONCRETE PIERS @ CORNER POSTS (TYP.)RAIL END ASSEMBLYLINE POST CAP (TYP.) RAIL (GALVANIZED1-3/4" DIA. TOP4'-0" - 9 GA.2" MESH GALV. CHAIN LINK FENCE# 6 GA. TENSION WIRE2-1/2" DIA. INTERMEDIATE POST24" MIN.6"12" MATERIALGRANULAR GRADEEXISTINGNOTE: FENCING TO BE TIED TO TOP RAILS AND LINE POSTS WITH # 9 GA. WIRE SPACED AT 12". STEEL PIPE) STEEL PIPE) (GALVANIZED STEEL PIPE) BRACE ALL CORNERS & TERMINAL POSTS WITH 1-3/4" DIAMETER GALVANIZED STEEL PIPE & APPROPRIATE FASTENERS. @ EACH POST (TYP.) DAYS) CONCRETE PIER6" DIA. 5000 P.S.I. (286C901WOOD 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 SPACING1X64x42x44x41X62X42"-4"SPACINGFRONT10"4" MAXSPACINGIF 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.1X64x42x44x47C901CURB & GUTTERPAVEMENTCOMPACTED EARTH12"6"6"18"6"CONCRETE FLUMEASECTION 'A'3'8C901SEE PLAN (PLAN VIEW VARIES)NS MUSSSSTTT BE REC08/29/2017
TEMPORARY GRAVEL CONSTRUCTIONENTRANCE50' MIN12' MINPUBLIC STREET50' 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.1C902SILT FENCEWOVEN FILTER FABRICWIRE FENCING2'STEEL POSTWIRE FENCINGFILTER FABRIC#57 STONEFLOWFILL SLOPE30" 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"FILTERFABRIC8' 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.2C902TEMPORARY 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" MIN6C902ROCK PIPE INLET PROTECTIONNATURAL GROUNDRIPRAP HEADWALL, 1' MINHEIGHT FROM ROAD SHOULDERPIPE INVERT3'1'2'1.5'FLOWNC DOT #5 OR #57WASHED STONECLASS B RIPRAPFLOWFLOWFLOW PIPE INVERT, 36"PIPE MAXRIPRAPHEADWALLCLASS B RIPRAPFILTER BERM NCDOT #5 OR #57WASHED STONEFLOWNATURAL GROUNDGENERAL NOTES:1. REFER TO NCESCPDM SECTION #6.55 FOR ADDITIONAL DESIGNSPECIFICATIONS REGARDING ROCK PIPE INLET PROTECTION.MAINTENANCE NOTES:1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY ANDAFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT ANDREPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THESEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHENTHE SEDIMENT HAS ACUMULATED TO ONE-HALF THE DESIGNDEPTH OF TH TRAP. PLACE THE SEDIMENT THAT IS REMOVED INTHE DESIGNATED DISPOSAL AREA AND REPLACE THECONTAMINATED PART OF THE GRAVEL FACING.2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACEDFROM THE STONE HORSESHOE MUST BE REPLACED.3. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEENPERMANENTLY STABILIZED REMOVE THE STRUCTURE AND ALL THEUNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THEADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.5C902STANDARD PIPE OUTLET TOWELL-DEFINED CHANNELGENERAL NOTES:1. LA= THE LENGTH OF THE RIPRAP APRON.2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN6" (INCHES).3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THECHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE THEMAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,WHICHEVER IS LESS.4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLEDBETWEEN THE RIPRAP AND SOIL FOUNDATION.MAINTENANCE NOTES:INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTERSIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANYEROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IFSTONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDEDREPAIRS TO PREVENT FURTHER DAMAGE.PIPEPIPEPLAN VIEWSECTION 'A-A'FILTER FABRICdLA4C902WORK ZONEKEEP OUTGRADEFENCE MATERIAL:ORANGE, UV RESISTANTHIGH TENSILE STRENGTHPOLYETHYLENE LAMINARBARRICADE FABRIC4' O.C.MIN1.33 LBS/LF STEEL POST2' MIN4' MINSAFETY FENCE8C902SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC90208/29/2017FRONT 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"3C902S MUSTTTTBE RECE
SKIMMER 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.OVERFLOW INLETWITH PIPE OUTLETOUTLETSTRUCTURE1C903BAFFLEGENERAL 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 SECTION2C903E&SC PERMANENT SEEDING SCHEDULE* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECSSEEDING MIXTURESEEDING NOTE1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA ANDINCREASE KOREAN LESPEDEZA TO 40 LB/ACRE.NURSE PLANTSBETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALLFESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE GRAIN. IT MAY BEBENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZAIN MARCH.SEEDING DATESBELOW 2500 FT:ABOVE 2500 FT:BESTAUG 15-SEP 1MAR 1 -APR 1JULY 25- AUG 15MAR 20 - APR 20POSSIBLEJULY 25-SEP 15MAR 1- MAY 10JULY 15-AUG 30MAR 5-MAY 15COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTHAND EAST FACING SLOPES.SOIL AMENDMENTSAPPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACREGROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLEMULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.MAINTENANCEREFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NOMORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREASIMMEDIATELY.SPECIESTALL FESCUESERICEA LESPEDEZAKOREAN LESPEDEZAREDTOPKENTUCKY BLUEGRASSRATE (LB/ACRE)100201055SOIL 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.E&SC TEMPORARY SEEDING SCHEDULE* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECSLATE WINTER & EARLY SPRING (FEB 15-MAY 15)SPECIESRYE GRAINANDKOREAN LESPEDEZARATE (LB/ACRE) 120 50SOIL 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, AND MULCHIMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE OFNITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLYMARCH.SUMMER (MAY 15-AUGUST 15)SPECIESGERMAN MILLETORTALL FESCUERATE (LB/ACRE)4050FALL (AUGUST 15-DECEMBER 15)SPECIESRYE GRAINRATE (LB/ACRE)120SOIL 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.CLEANOUTPAVED 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 COLLAR3C903SPLASHBLOCK24"8" ROOF DRAINPREFORMED CONCRETE SPLASHBLOCK4C903SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC90308/29/2017S MUSTTTTTT BE REC
SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC90408/29/2017S MUSTTTTTTT BE RECE
SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2017 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 SETRELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTIONbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:SALISBURY, NCSTORE #18434DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"04/19/20173160082016J.EDWARDSJ.CHURCHNTSC90508/29/2017BMP OUTLETPRECAST LIDFOOTING BEYOND#4 BAR AT 8" O.C.E.W.6"GROUT INTERIORWALLS18" HDPEINV. OUT = 791.403' x 3' PRE-CASTCATCH BASIN9"4' W x 4' L x 9" D3,000 PSI CONCRETETRASH RACKELEV. = 795.25TRASH RACK6" PVCINV. IN = 791.501C905SAND FILTER795.00794.00794.00792.50791.502 - 6" PERFORATEDPVC UNDERDRAINS12" OF #57 STONE18" OF COURSE MASONRY SANDCONFORMING TO ASTM C33 STANDARDWOVEN GEO-TEXTILEFILTER FABRIC3' CLASS BRIPRAP DAM797.00EMERGENCY SPILLWAYELEV. = 796.00OUTLETSTRUCTURESEE DETAILNOTES:1. SAND FILTER SHALL HAVE A MINIMUM 20 FOOT ACCESS EASEMENT CONNECTING TO A DEDICATED PUBLIC RIGHT OFWAY. ACCESS ROAD SHALL HAVE A MIN. 12' STABILIZED WIDTH, MAX. LONG, GRADE OF 15% MAX., CROSS SLOPE 5%.2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED SAND,MULCH OR PLANTING.3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6" CENTERS. MIN. 4 HOLES PER ROW. MAXSPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE TOP SURFACE OF SOD LAYER. CLEANOUTS MAY BEFLUSH WITH TOP OF SURFACE TO ALLOW DRAWDOWN.3" CLEANSTONE795.2518" HDPE OUTLETSOD2C905HARDWARE 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. REFER TO NCESCPDM SECTION #6.51 FORADDITIONAL DESIGN SPECIFICATIONS REGARDINGHARDWARE CLOTH AND GRAVEL INLETPROTECTION.STEEL T-POST3C905NS MUSTTTTTTTT BE REC08/29/2017