The Walking Company - The Walking Co. Plans

BIG BOX PROPERTYOWNER E, LLCPIN 3645-09-7651DB 2562 PG 253PB 13 PG 4581000 EAST POWELL DRIVE, LLCPIN 3645-18-2048DB 2365 PG 266PB 15 PG 40621 LINCOLN COUNTYPARKWAY EXTENSION, LLCPIN 3635-99-7562DB 2365 PG 378PB 14 PG 63TKC CXV, LLCPIN 3645-19-6880DB 1883 PG 304PB 14 PG 114LINCOLN COUNTYPARKWAY EXTENSIONSHEETSHEET TITLEORIGINALDATELATESTREV.C1.0COVER SHEET4/2/20173 - 12/06/17C1.1NOTES4/2/2017C2.0EXISTING CONDITIONS & DEMOLITION4/2/20173 - 12/06/17C3.0SITE & LANDSCAPE PLAN4/2/20171 - 06/01/17C3.1UTILITY PLAN4/2/20173 - 12/06/17C4.0GRADING & DRAINAGE PLAN4/2/20173 - 12/06/17C5.0SWM - SAND FILTER PLAN4/2/2017C5.1SWM - DETENTION PLAN4/2/2017C6.0EROSION CONTROL PH I4/2/20173 - 12/06/17C6.1EROSION CONTROL PH II4/2/20173 - 12/06/17C8.0GENERAL DETAILS4/2/2017C8.1STORMWATER DETAILS4/2/2017C8.2EROSION CONTROL DETAILS4/2/2017C8.3EROSION CONTROL DETAILS4/2/2017CONSTRUCTION DRAWING PACKAGE FORThe Walking Co.Expansion519 LINCOLN COUNTY PKWY EXT.LINCOLN COUNTY, NORTH CAROLINADRAWING SHEET SUMMARYSCALE: 1" = 150'VICINITY MAPENGINEER:Burton Engineering AssociatesCarlton Burton, PE5950 Fairview Road, Suite 100Charlotte, NC 28210P: (704) [e-mail]/DEVELOPER:Exeter Property GroupAdam Duerr6285 Barfield Rd, Suite 225Atlanta, GA 30328P: (404) [e-mail]:Merriman-Schmitt ArchitectsCraig Flemming610 East Morehead St, Suite 200Charlotte, NC 28202P: [phone]F: [phone]TOPO/BOUNDARY SURVEY:Burton Engineering AssociatesGary Brooks5950 Fairview Road, Suite 100Charlotte, NC 28210P: (704) [e-mail]:S&ME, Inc.Luis A. Campos9751 Southern Pine BvCharlotte, NC 28273P: [phone]F: [phone]PROJECT CONTACT INFORMATIONPLANNING & ZONING:Randy Hawkins302 N. Academy St.Lincolnton, NC 28092P: (704) [e-mail] (WATER/SEWER):Lincoln County Public WorksJohn Hawkins115 W. Main St.Lincolnton, NC 28092P: [phone]STORMWATER:NCDEQ512 N. Salisbury StRaleigh, NC 27604P: [phone]EROSION CONTROL:Danielle Rudisill115 W. Main St.Lincolnton, NC 28092P: [phone]MUNICIPALITY CONTACT INFORMATIONThe Walking Co.Expansion83,168 SFF.F.E. = 859.54THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
COVERC1.01EXISTINGGRAVEYARDSITE321CAR FARM RDFINGER MILL RDB
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IN ST15027271 - 2017.06.01 GC REQUEST2 - 2017.10.26 FOR PERMITTINGER ASOCSASETIT
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EIGNENNGEIN3 - 2017.12.06 PER LINCOLN COUNTY REVISIONS
THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
NOTES2C1.1GENERAL NOTES1.ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 3600 PSI CONCRETE W/1" DEEP GROOVECONTROL JOINTS AT INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION JOINTS ADJACENTTO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.3.SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER, SEWER CONNECTIONS & ROOFDOWNSPOUTS.4.SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS & HANDRAILS, ETC.5.DRIVEWAYS SHALL BE CONSTRUCTED TO STATE & LOCAL CODES.6.ACCESSIBLE PARKING:a.AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1/4" PERFOOT ACROSS THE SPACE.b.HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2"OR MORE.c.MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0% (1:20).d.ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKINGSPACE SIGNS AS PRESCRIBED BY THE N.C.D.O.T. MANUAL ON UNIFORM TRAFFICCONTROL DEVICES & APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7-8,R7-8D "PENALTY" SIGN & HERE APPLICABLE, "VAN ACCESSIBLE" SIGN.7.THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONSBEFORE SUBMITTING HIS BID.8.ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OFCONSTRUCTION, IN CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THATCLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK.9.THE PROPOSED GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE NOTED.10.LIGHTING SHALL NOT EXCEED 30' IN HEIGHT.11.THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THE HORIZONTAL &VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS CONTROL & PROVIDE ALLBENCHMARKS, STAKES, GRADES, LEVELS, & LINES NECESSARY FOR CONSTRUCTION.CONTRACTOR(S) SHALL PROVIDE ADEQUATE SUPERVISION TO PREVENT DAMAGE & MOVEMENT FROMEQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALLREMAIN IN PLACE & BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY STAKES THATHAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY ALICENSED LAND SURVEYOR ENGAGES BY THE CONTRACTOR AT NO COST TO THE OWNER.12.ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BERESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER.13.ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAWCUT.14.BURNING ON, OR NEAR THE JOB SITE WILL NOT BE PERMITTED.15.ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 698. UPON COMPLETION OF THE WORK, THECONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL & DEBRIS.16.TREE SAVE NOTES:a.TEMPORARY TREE SAVE FENCING INSTALLED UNDER THE ROUGH GRADINGCONTRACT SHALL BE MAINTAINED UNTIL THE CITY ALLOWS ITS REMOVAL. REMOVALOF THIS FENCING SHALL BE INCLUDED HEREIN.b.THE SITE WORK CONTRACTOR(S) SHALL BE FAMILIAR WITH & OBSERVE THEAPPLICABLE REQUIREMENTS. ANY QUESTIONS SHOULD BE DIRECTED TO THEPROJECT CIVIL ENGINEERING REPRESENTATIVE.17.COUNTY ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION.18.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHENFIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROMTHE AFFECTED PROPERTY OWNER(S).19.COORDINATE ALL CURB & STREET GRADES IN INTERSECTION WITH COUNTY INSPECTOR.20.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ON CURB.21.INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. SEE SHEET C6.0AND C6.1 FOR EROSION CONTROL PLANS.22.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHER ABOVE &BELOW-GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE CONTRACTOR'SRESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH PRIORTO START OF CONSTRUCTION.23.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN ANUNOBSTRUCTED STATE & SHALL REMOVE FROM THE CHANNEL ALL DEBRIS, LOGS, TIMBER, JUNK &OTHER ACCUMULATIONS.24.THE LINCOLN COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL STABILITYOF ANY RETAINING WALLS ON THE SITE & DOES NOT ASSUME RESPONSIBILITY FOR THEM.25.THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLYUNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OFCONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION.RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THECONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES & REGULATIONS OF ANY PUBLICOR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK. INADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/ORPERFORMANCE OF THE CONTRACTOR.26.ALL CONSTRUCTION SHALL MEET LINCOLN COUNTY & STATE STANDARDS.27.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT [phone]. IT'S THE LAW.28.SIGHT TRIANGLES SHOWN ARE THE MIN. REQUIRED.1.ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN THE AMERICANSTANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.,WASHINGTON, D.C.2.ALL PLANTS SHALL BE COMPACT, UNIFORM, AND WELL GROWN. PLANTS SHALL NOT BE LOOSE, OPENPLANTS. THE CLIENT'S LANDSCAPE ARCHITECT RESERVES THE RIGHT, IN OUR SOLE OPINION, TOREJECT ANY AND ALL MATERIALS WHICH DO NOT MEET THESE REQUIREMENTS.3.ALL PLANTING BEDS SHALL BE MULCHED A MINIMUM OF 4" WITH PINE NEEDLE MULCH.4.ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, AND INJURIES.5.ALL PLANT BEDS SHALL HAVE A 4" V-CUT TRENCH INSTALLED AT THE PERIMETER OF THE BED.6.CONTRACTOR MUST PROVIDE A TWO YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALS FROMTHE DATE OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO PROVIDETEMPORARY IRRIGATION AS NECESSARY UNTIL PLANTS ARE ESTABLISHED.7.THE SPECIES, VARIETIES, AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS WILLBE PERMITTED ONLY UPON WRITTEN APPLICATION BY THE CONTRACTOR TO THE LANDSCAPEARCHITECT, AND WHEN APPROVAL BY SAID LANDSCAPE ARCHITECT IS IN WRITING.8.SYMBOLS: B&B = BALLED AND BURLAPPED; O.C. = ON CENTER; GAL. = GALLON CONTAINER, M.S. =MULTI-STEM; HT. = HEIGHT, CAL. = CALIPER.9.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS ILLUSTRATED ON THEPLANTING PLAN. IF ANY DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THE PLANT LISTAND THE QUANTITIES SHOWN ON THE PLAN, THE CONTRACTOR SHALL PROVIDE ALL QUANTITIESILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED, THE CONTRACTOR SHALLVERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND THESE PLANTINGS SHALL BEINCLUDED IN THE CONTRACTOR'S INITIAL BID.10.SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY A MECHANICALTILLER INTO THE TOP 12" OF SOIL THROUGHOUT SHRUB BEDS.11.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER INWRITING OF ALL SOIL CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OFPLANT MATERIALS. PROPER DRAINAGE MUST BE ASSURED.12.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRISBEFORE PREPARING SOIL AND PLANTING TREES.13.REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL/PLANTING MIX -OR- UNCOMPACT AND AMENDTOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES.14.ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.15.ALL SIGNAGE AND SITE LIGHTING TO BE COORDINATED AROUND THE TREES LOCATED ON THEPLANTING PLAN. ALL TREES SHOWN ON THE PLANTING PLAN MUST GO IN AS SPECIFIED. ANYCHANGES TO THE PLANTING PLAN COULD RESULT IN A DELAY IN RECEIVING AND OCCUPANCYPERMIT.16.CONSULT PLANT LIST FOR PLANT SIZES AND SPECIFICATIONS.17.CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO INSTALLATION. NOTIFY ARCHITECT IFFIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT LOCATIONS.18.CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. QUANTITIES ARE FORCONVENIENCES ONLY.19.MULCH TO BE PINE NEEDLES.20.GENERAL CONTRACTOR TO SEED ALL DISTURBED AREAS BEYOND PARKING LOT PERIMETER.LANDSCAPE CONTRACTOR SHALL SEED ALL AREAS WITHIN PARKING AS NOTED.21.CONTRACTOR MAY CONTACT THE LOCAL INSPECTOR FOR A PRELIMINARY MEETING TO NEGOTIATECREDIT FOR EXISTING TREES IN THE BUFFER AREA.GENERAL LANDSCAPING NOTES·CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES & GOVERNMENT AGENCIESPRIOR TO COMMENCEMENT OF WORK.·DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC., ARE TO CENTERLINEUNLESS OTHERWISE NOTED.·THE CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS &LICENSES NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE, BUT ARE NOT LIMITED TONCDOT ENCROACHMENT PERMIT, GRADING PERMIT, &/OR UTILITY COMPANY'S PERMIT FOR THE WORKTO BE PERFORMED ON THEIR RESPECTIVE FACILITIES.·ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE THEJOB SITE & LOCATION OF ALL EXISTING FACILITIES & UNDERGROUND UTILITIES SHOWN OR NOT SHOWNON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONETO EXISTING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESEPLANS; & IF DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THESATISFACTION OF THE OWNER AT NO COST TO THE OWNER.·THE CONTRACTOR SHALL RE-SET ALL MANHOLE COVERS, CATCH BASIN GRATES & ANY OTHER UTILITYACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE.·THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES & THEIR APPURTENANCES TO REMAINON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS.·SEWER CLEAN-OUTS TO BE PROVIDED AT ALL BENDS ON 6" Ø OR LESS LINES. CLEAN OUTS SHALL BEPROVIDED EVERY 80' ON 4"Ø LINES & 6"Ø LINES. SEWER LATERALS TO BE PLACED AT A MIN. SLOPE OF1/4" PER FOOT ON 4"Ø LINES & 1/8" PER FOOT ON 6"Ø LINES.·WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAT 18" CLEARANCE, OR WHEN THE SEWER ISABOVE THE WATER MAIN, BOTH WATER MAIN & SEWER LINE SHALL BE CONSTRUCTED OF FERROUSMATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERALDISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10' ON EACH SIDE OF THE CROSSINGWITH FULL SECTIONS CENTERED AT THE POINT OF CROSSING.·UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWER LINES & WATER MAINS, THECONTRACTOR SHALL PROVIDE AS-BUILT SURVEY INFORMATION TO THE ENGINEER.·CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITYPOLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OFTHIS PROJECT MUST BE RELOCATED, & SHALL BE INCLUDED IN THE CONTRACTORS BID.UTILITY NOTES (IF REQUIRED)
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DSDSDSDSDSDSDBIG BOX PROPERTYOWNER E, LLCPIN 3645-09-7651DB 2562 PG 253PB 13 PG 458TKC CXV, LLCPIN 3645-19-6880DB 1883 PG 304PB 14 PG 114WWWWWWWWWEX. GRAVEYARDLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
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100-YR FLOODTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
DEMOLITION PLAN3C2.0Know what'sbelow.before you dig.CallRTRUE NORTH“6)2)(;,67,1**5$9(/ACCESS PATHTO BE REMOVED“
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LOC999N89° 57' 10.04"E276.17'63.4'NEW EXPANSION83,200-SFFFE: 859.54THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
SITE & LANDSCAPE PLAN4C3.0Know what'sbelow.before you dig.CallRTRUE NORTHER ASOCSASETITR
OBUW
EIGNENNGEINSITE KEYSNEW 1'-6" CONCRETE CURB AND GUTTER, SEE DETAIL SHEET C8.0NEW ACCESSIBLE PARKING SIGNAGE, SEE DETAIL SHEET C8.0NEW ACCESSIBLE PATH MAX 5% GRADE, IN ACCORDANCE WITH N.C. ACCESSIBILITYCODE, ADA & MECK. CO. REQUIREMENTS & SPECIFICATIONSNEW HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL THIS SHEET.NEW HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL THIS SHEET.NEW NORMAL DUTY ASPHALT PAVEMENT. SEE DETAIL THIS SHEET.TIE NEW CURB TO EXISTING CURB. MATCH GRADE.1345678COMPACTEDSUBBASE3" S9.5B6" CABC STONE6" PORTLANDCEMENT (4,000 PSI@ 28 DAYS)COMPACTEDSUBBASE* - CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS ANDSUBGRADE. NOTIFY ENGINEER IN CASE OF CONFLICT.HEAVY DUTYPAVEMENT SECTION*HEAVY DUTY CONCRETEPAVEMENT SECTION*COMPACTEDSUBBASE3" SF S9.5B6" CABC STONENORMAL DUTYPAVEMENT SECTION*6" CABC STONE6754" I19.0B4" WHITE PARKING STRIPE9NEW CONCRETE WHEEL STOP2CONTRACTOR ACCESS
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STAG
ING
AREALANDSCAPE SCHEDULE *FULL TO GROUNDSYM.QTY.BOTANICAL NAMECOMMON NAMELOCATIONTYPEROOT/CONTAINERPLANTING HEIGHT/SIZEAVERAGE MATURE SIZESPACINGQF8QUERCUS FALCATASOUTHERN RED OAKPARKINGLARGEB & BMIN. 6' TALL, 1-1/2" CAL.70'-80'' TALLAS SHOWNLANDSCAPING NOTES (§3.4.11)§...A.1(A)TREES1.AT THE TIME OF PLANTING ALL TREES SHALL BE A MINIMUM OF CALIPEROF 1½ INCHES MEASURED THREE FEET ABOVE FINISHED GRADE.2.ALL CANOPY TREES SHALL BE AT LEAST SIX FEET IN HEIGHT, AND ALLEVERGREEN AND UNDERSTORY TREES SHALL BE AT LEAST FOUR FEET INHEIGHT.3.IF TREES ARE PROPOSED THAT ARE NOT CHOSEN FROM THERECOMMENDED LIST, THEY SHALL HAVE AN AVERAGE MATURE CROWNGREATER THAN 15 FEET IN DIAMETER. TREES HAVING AN AVERAGEMATURE CROWN LESS THAN 15 FEET IN DIAMETER MAY BE SUBSTITUTEDBY GROUPING TWO OR MORE OF THE SAME TREES TOGETHER SO AS TOCREATE THE EQUIVALENT OF A 15-FOOT DIAMETER CROWN AT MATURITY.(SEE ALSO §3.4.11.A.3)§...A.1(C)LAWN GRASSGRASS AREAS SHOULD BE PLANTED IN DROUGHT RESISTANT SPECIESNORMALLY GROWN AS PERMANENT LAWNS, SUCH AS BERMUDA, ZOYSIA,OR BUFFALO. GRASS AREAS MAY BE SODDED, PLUGGED, SPRIGGED ORSEEDED EXCEPT THAT SOLID SOD SHALL BE USED IN SWALES OR OTHERAREAS SUBJECT TO EROSION§...A.4SOILSPLANTING AREAS SHALL HAVE UNCOMPACTED COARSE LOAM THAT IS AMINIMUM OF 12 INCHES DEEP. SOILS SHALL BE APPRECIABLY FREE OFGRAVEL, STONES, RUBBLE OR TRASH. ALL COMPACTED SOIL,CONTAMINATED SOIL OR ROAD BASE FILL SHALL BE REMOVED.§...B.5 MAINTENANCE(a)ALL PLANTINGS SHALL BE MAINTAINED IN AN ATTRACTIVE AND HEALTHYCONDITION. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO,WATERING, MULCHING, FERTILIZING AND PEST MANAGEMENT, MOWING,WEEDING, REMOVAL OF LITTER AND DEAD PLANT MATERIAL, ANDNECESSARY PRUNING AND TRIMMING.(b)NECESSARY PRUNING AND TRIMMING SHALL BE IN ACCORDANCE WITHTHE AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS:TREE SHRUB AND OTHER WOODY PLANT MAINTENANCE – STANDARDSPRACTICES (PRUNING), AND SHALL NOT BE INTERPRETED TO INCLUDETOPPING OF TREES THROUGH REMOVAL OF CROWN MATERIAL OR THECENTRAL LEADER, OR ANY OTHER SIMILARLY SEVERE PROCEDURESSUCH AS “LOLLIPOPPING” OR “MEATBALLING” THAT CAUSE IRREPARABLEHARM TO THE NATURAL FORM OF THE TREE, EXCEPT WHERE SUCHPROCEDURES ARE NECESSARY TO MAINTAIN PUBLIC OVERHEADUTILITIES. ANY SUCH ACTIVITY SHALL BE A VIOLATION OF THIS UDO.ADDITIONAL PLANT MATERIAL SHALL BE REQUIRED TO REPLACE ORSUPPLEMENT THE DAMAGED PLANT MATERIAL.(c)DEAD OR DISEASED PLANTINGS SHALL BE REMOVED. REPLACEMENTPLANTINGS SHALL BE PROVIDED FOR ANY REQUIRED PLANTS WHICH DIEOR ARE REMOVED FOR ANY REASON AND SHALL MEET ALL MINIMUMSTANDARDS AND CONFORM TO THESE REGULATIONS.(d)NATURAL WATER COURSES SHALL BE MAINTAINED IN A NATURALCONDITION.(e)LANDSCAPE STRUCTURAL FEATURES SUCH AS WALLS, FENCES, BERMSOR WATER FEATURES SHALL BE MAINTAINED IN A STRUCTURALLY SAFEAND ATTRACTIVE CONDITION.(f)WHERE OTHER USES, INCLUDING PEDESTRIAN, BIKE OR OTHER TRAILS,THESE USES SHALL BE MAINTAINED TO PROVIDE FOR THEIR SAFE USE.QFQFQFQFQFQFQFQF112234420'24'19'19'24'19'30'856779'ASPHALT EDGE W/ NO CURB AND GUTTER1094' CONCRETE FLUME, SEE DETAIL SHEET C8.0111010NEW HANDRAIL121111NEW CONCRETE STAIR, SEE DETAIL SHEET C8.0131220'14.2'5.8'8'14.7'16'8'8'17'17'400'* - CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS ANDSUBGRADE. NOTIFY ENGINEER IN CASE OF CONFLICT.* - CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS ANDSUBGRADE. NOTIFY ENGINEER IN CASE OF CONFLICT.NEW BOLLARD, SEE DETAIL SHEET C8.016133PARKING CALCULATIONS (§3.6.3.B)CURRENT PARKINGEXISTING: 128TO BE REMOVED: 55ACCESSIBLE PARKINGEXISTING: 4 (INCLUDING 1 VAN)REQUIRED: 7 (INCLUDING 1 VAN)PROPOSED: 3 (INCLUDING 1 VAN)PROPOSED PARKINGREQUIRED: 1 PER EMPLOYEEPROPOSED: 129TOTAL PARKINGREGULAR: 195ACCESSIBLE: 7 (INCLUDING 2 VAN)TOTAL: 202208'LANDSCAPE KEYS3" TO 4" HARD WOOD MULCH, DARK BROWN IN COLORATALL FESCUE GRASS AREA.ALL AREAS DISTURBED DURING CONSTRUCTION, UNLESS OTHERWISE NOTED, SHALLBE RE-SEEDED PER PERMANENT SEEDING SCHEDULE ON SHEET C6.0.BAAAAAAABBBB1 - 2017.06.01 GC REQUEST06/01
/2017BMP AREA SHALL BE TALL FESCUE SODCC( IN FEET )0001 inch = 30 ft.0301530601203 - 2017.12.06 PER LINCOLN COUNTY REVISIONS
BIG BOX PROPERTYOWNER E, LLCPIN 3645-09-7651DB 2562 PG 253PB 13 PG 458TKC CXV, LLCPIN 3645-19-6880DB 1883 PG 304PB 14 PG 114 6" PVC D303414.0WWWWWWWWWSS
SS
SS SS SS
SS
EX MH APR CO CPR CO DPR CO B 6" PVC D303499.7 6" PVC D3034
127.4
6" PVC D303450.0EX. GRAVEYARD6" F2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W 2''W 2''W 2''W 8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" FNEW EXPANSION
83,200-SF
FFE: 859.54WW
W100-YR

F
L
O
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D
100-Y
R
F
L
O
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D
100-YR FLOOD8008108208308408508608700+001+002+002+9114 LF OF6" PVC @ 2.27%5
0

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P
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OF6"
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@
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EX MH A
RIM/GRATE: 830.43
INV IN: 825.60 6" PVC
PR CO B
RIM/GRATE: 840.58
INV IN: 836.55 6" PVC
INV OUT: 830.64 6" PVC
PR CO C
RIM/GRATE: 850.50
INV IN: 844.22 6" PVC
INV OUT: 841.23 6" PVC
PR CO D
RIM/GRATE: 859.24
INV IN: 851.99 6" PVC
INV OUT: 848.53 6" PVC1.9'4.7'127 LF OF6" PVC @ 3.38%THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
UTILITY PLAN5C3.1Know what'sbelow.before you dig.CallRTRUE NORTHER ASOCSASETITR
OBU
W EIGNENNGE
INSEWER LEGENDEXISTING SANITARY SEWER LINEEXISTING SANITARY SEWER MANHOLEPROPOSED SANITARY SEWER LINEPROPOSED SANITARY SEWER EASEMENTPROPOSED FORCE MAINPROPOSED SANITARY SEWER CLEANOUTPROPOSED SANITARY SEWER MANHOLESSSSSSSSSSSSESSEFMFMS1WATER LEGENDEXISTING WATERLINEPROPOSED WATERLINEPROPOSED FIRE LINEWWWWWFWFWFWW1FDCREDUCERPROPOSED FIRE HYDRANTPROPOSED VALVEPROPOSED WATER METERPROPOSED BACKFLOW PREVENTION DEVICEPROPOSED FIRE DEPARTMENT CONNECTIONSEWER LATERAL PROFILESCALE: H: 1" = 60' V: 1" = 6'SURVEY BOUNDARYSURVEY BOUNDARYSURVEY BOUNDARY SURVEY BOUNDARY SURVEY BOUNDARYINFORMATION OUTSIDE THE SURVEYBOUNDARY IS TAKEN FROM AS-BUILTS. THISINFORMATION IS PROVIDED FOR REFERENCEONLY. BURTON ENGINEERING MAKES NOGUARANTEE OF ITS ACCURACY.NEW 2" WATERLINE TO BECONNECTED INTO EXISTING 2" LINEW/ GATE VALVE AT LEGEXISTING FH SHALL BE MOVED TO6' (MIN) BACK OF PROPOSED CURB.MIN. 2 BOLLARD TO BE INSTALLEDBETWEEN CURB AND HYDRANT,SEE DETAIL SHEET C8.0UTILITY KEYSNEW 6" PVC SEWER LATERAL @ 1.0% MINIMUM SLOPE PROVIDE CLEANOUTS @ 100' o/cAND AT ALL BENDS AND VERTICAL DIRECTION CHANGES.NEW PRIVATE STORZ FIRE HYDRANT. HYDRANT TO BE INSTALLED PER CLT WATER &LINCOLN COUNTY FIRE DEPARTMENT STANDARDS. HYDRANT TO BE NO FURTHER THAN6' FROM FACE OF CURB.NEW 2" DOMESTIC LINE (ASTM D1785 PVC)NEW 8" FIRE LINE (C900 PVC,CL200). (NOTE: NO PVC ALLOWED WITHIN 5' OF EITHER ENDOF BACKFLOW PREVENTER) PROVIDE BLOCKING/RESTRAINED JOINTS.W7S1W8W9W13NEW 6" FIRE LINE (C900 PVC,CL200). (NOTE: NO PVC ALLOWED WITHIN 5' OF EITHER ENDOF BACKFLOW PREVENTER) PROVIDE BLOCKING/RESTRAINED JOINTS.NEW FIRE DEPARTMENT CONNECTION WITH 5" STORZ TYPE CONNECTION.W14·CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES &GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK.·DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC.,ARE TOCENTERLINE UNLESS OTHERWISE NOTED.·THE CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OFANY WORK, ALL PERMITS & LICENSES NECESSARY TO ACCOMPLISH WORK.PERMITS CAN INCLUDE, BUT ARE NOT LIMITED TO NCDOT ENCROACHMENTPERMIT, GRADING PERMIT, &/OR UTILITY COMPANY'S PERMIT FOR THE WORKTO BE PERFORMED ON THEIR RESPECTIVE FACILITIES.·ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZEHIMSELF WITH THE THE JOB SITE & LOCATION OF ALL EXISTING FACILITIES &UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS. THECONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONETO EXISTING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN ORNOT SHOWN ON THESE PLANS; & IF DAMAGED, THEY SHALL BE REPAIRED ORREPLACED TO THESATISFACTION OF THE OWNER AT NO COST TO THE OWNER.·THE CONTRACTOR SHALL RE-SET ALL MANHOLE COVERS, CATCH BASINGRATES & ANY OTHER UTILITY ACCESS COVERS TO FINISHED PAVEMENTSURFACE OR SIDEWALK GRADE.·THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES & THEIRAPPURTENANCES TO REMAIN ON SITE FROM DAMAGE DURINGCONSTRUCTION OPERATIONS.·SEWER CLEAN-OUTS TO BE PROVIDED AT ALL BENDS ON 6" Ø OR LESS LINES.CLEAN OUTS SHALL BE PROVIDED EVERY 80' ON 4"Ø LINES & 6"Ø LINES.SEWER LATERALS TO BE PLACED AT A MIN. SLOPE OF 1/4" PER FOOT ON 4"ØLINES & 1/8" PER FOOT ON 6"Ø LINES.·WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAT 18" CLEARANCE,OR WHEN THE SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN &SEWER LINE SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTSEQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERALDISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10' ON EACHSIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE POINT OFCROSSING.·UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWERLINES & WATER MAINS, THE CONTRACTOR SHALL PROVIDE AS-BUILT SURVEYINFORMATION TO THE ENGINEER.·CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TORELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICHCONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECTMUST BE RELOCATED, & SHALL BE INCLUDED IN THE CONTRACTORS BID.·NO UNDERGROUND EXPLORATION HAS BEEN MADE WITH THIS PROJECT.UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THEDEPTH OF LOCATION OF ALL UTILITIES SHOWN.·NO STRUCTURES ARE ALLOWED WITHIN ANY WATER AND/OR SEWEREASEMENT.UTILITY NOTES (IF REQUIRED)W8W8W7W9W13W13S1NEW FIRE RISER. SEE FIRE PROTECTION PLANW15W15W15SANITARY SEWER MANHOLE LOCATION ANDELEVATIONS TAKEN FROM AS-BUILTS.CONTRACTOR SHALL FIELD VERIFY SANITARYSEWER INFORMATION.PROP. 8" FIRELINEPROP. 24" HDPE( IN FEET )0000001 inch = 60 ft.0603060120240CONTRACTOR MUST CONTACT ANDSCHEDULE NEW SEWER CONNECTION WITHLINCOLN COUNTY PUBLIC WORKS TO DESIGNMANUAL SPECIFICATIONS.333 - 2017.12.06 PER LINCOLN COUNTY REVISIONS
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
D
S
DSDSDSDSDSDSDBIG BOX PROPERTYOWNER E, LLCPIN 3645-09-7651DB 2562 PG 253PB 13 PG 458TKC CXV, LLCPIN 3645-19-6880DB 1883 PG 304PB 14 PG 114WWWWWWWWWSS
SS
SS SS SS
SS
FES-A 24" RCPCB-3GRATE:852.00CB-2GRATE:852.47FES-1GRATE:850.37OS-CCO-13GRATE:855.85EX CBGRATE:852.3418" HDPE 18" HDPE18" HDPEMH-12GRATE:856.45MH-11GRATE:858.6824" HDPE24" HDPE30" HDPE 30" RCPMH-BGRATE:843.208
5
3852 859
8
5
5
859853
EX. GRAVEYARD6" F2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W2''W 2''W 2''W 2''W 8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" F8" FNEW EXPANSION
83,200-SF
FFE: 859.54WW
W100-YR

F
L
O
O
D
100-Y
R
F
L
O
O
D
100-YR FLOODSS SS SS SS SS
2''W 2''W 2''W 2''W 2''W 2''W
THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
GRADING & DRAINAGE PLAN6C4.0Know what'sbelow.before you dig.CallRTRUE NORTHGRADING LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED STORM DRAINAGE EASEMENTPROPOSED SPOT ELEVATION (AT CURB: TOC/BOC)PROPOSED SPOT ELEVATION (NO CURB)PROPOSED JUNCTION BOXPROPOSED CATCH BASINPROPOSED DROP INLETPROPOSED FLARED END SECTIONPROPOSED OUTLET STRUCTUREPROPOSED HEADWALLPROPOSED RIPRAP APRONLOCLOCSDESDE100.50100.00100.00100STORM DRAINAGE CHARTProject:The Walking Co. ExpansionDate:01/13/2017Location:519 Lincoln County PkwyRevised:10/26/2017* Storm Frequency (on-site): 10-yr - C = 0.95Project No.:017.667.001* Pipe to be Class III unless otherwise notedComputed By:MBDGChecked By:CTBLineArea (ac)Area x CCInletTcSys.TciQ (cfs)Pipe:(%)(ft)(in)Invert(fps)Inlet/RimStd. No.RemarksFromToInletIncr.TotalCIAAccum.FullNSlopeLengthSizeUSDSVel.CO-13MH-120.950.860.860.905.005.007.156.116.118.000.0120.50%238.018851.73850.545.01855.857003-110-027Smooth Wall HDPEMH-12MH-110.865.005.007.156.116.118.000.0120.50%218.018850.54849.455.01856.45403Smooth Wall HDPEMH-11FES-100.865.005.007.156.116.118.000.0120.50%84.018849.92849.035.01858.68403Smooth Wall HDPEEX-CBCB-31.100.990.990.905.005.007.157.087.0817.300.0120.50%193.024848.11847.145.26852.34Smooth Wall HDPECB-3CB-21.501.352.340.905.005.007.159.6516.7317.300.0120.50%194.024847.14846.176.28852.00Smooth Wall HDPECB-2FES-10.340.312.650.905.005.007.152.2218.9531.400.0120.50%37.030846.17845.996.72852.47Smooth Wall HDPEOS-CMH-BREFER TO HYDROCAD MODEL IN CALCULATION PACKET24.7063.400.0126.6949.024839.75836.4818.95850.0050-YR STORM, CLASS III RCPMH-BFES-A24.7028.100.0120.4041.030824.76824.326.46843.2050-YR STORM, CLASS III RCP1.COUNTY INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OFCONSTRUCTION.2.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASHCHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THECHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNKAND OTHER ACCUMULATIONS.3.PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S) MUST BE SUBMITTEDTO COUNTY ENGINEER PRIOR TO CONSTRUCTION.4.APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADEADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITEGRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTEDPROPERTY OWNERS.5.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPEON THE CURB.6.ADA ROUTES SHALL HAVE A MAXIMUM FINISHED GRADE OF 5%.GENERAL GRADING NOTESER ASOCSASETITR
OBU
W EIGNENNGE
INHP: 853.56859.48855.54855.54DA POND1.12-ACDA FLUME 10.41-ACDA CB 31.5-ACDA CO 130.95-ACDA EX CB1.1-ACDA FLUME 20.39-ACDA CB 20.34-AC12" PVC ROOF DRAIN@1% MIN. TO DAYLIGHTONTO TRUCK COURTCLASS B RIPRAP APROND50 = 6"THICKNESS = 14"US WIDTH = 7.5'DS WIDTH = 15.5'INSET "A"SCALE: 1" = 10'BOT: 858.69ADA ROUTETOP: 859.54ADA ROUTE17'
5% MAXBOT: 858.56ADA ROUTETOP: 859.54ADA ROUTE5% MAX20'6" CLEANOUT FORROOF DRAINSINSET "A"859.44859.44859.04859.042% MIN.( IN FEET )0000001 inch = 60 ft.0603060120240854.70854.702 - 2017.10.26 FOR PERMITTING3 - 2017.12.06 PER LINCOLN COUNTY REVISIONS
24" RCP
FES-1GRATE:850.37OS-C18" HDPE30" HDPE 30" RCP
MH-BGRATE:843.20853855
EX.
G
R
A
V
E
Y
A
R
D LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
SWM - SAND FILTER PLAN7C5.0Know what'sbelow.before you dig.CallRSAND FILTER BMPPLAN VIEWSCALE: 1" = 20'1 INCH RUNOFF VOL. PEAK STAGE 848.276" MIN UNDERDRAIN GRAVEL BEDWRAPPED IN FILTER FABRIC ( # 57 WASHED STONE ) WITHIN 4' WIDETRENCHMIN. 12" OF CONDITIONED SOIL ( MEDIUM AGGREGATECONCRETE SAND ASTM C33 )18"
W.Q. PONDING
SAND FILTERWASHED SODOVER SANDPERMEABLE NON-WOVENFILTER FABRIC ABOVE, BELOW& SIDES OF SAND LAYER11FOREBAYCLEANOUT 6" ABOVE F.GSEALED WITHWATERTIGHTVANDAL PROOF CAP(SECURED WITH SCREWS) (TYPICAL AT ALL BENDS)6" MIN. GRAVEL846844850852BERMUDA GRASS SOD (NOT CLAY GROWN) ONTOP, BOTTOM & SLOPES TO SAND FILTERTOP OF SANDELEV = 844.0013856848842SAND FILTER DAM SECTIONTYPICAL SECTION(NOT TO SCALE)STANDPIPE DETAILTYPICAL SECTION(NOT TO SCALE)6' MIN.13TOP OF BERMELEV = 850.006" PVC STAND PIPESEE DETAIL THIS SHEETINV ELEV = 844.006" PVC PIPE @ 0.50% SLOPE3.41'1 INCH RUNOFF VOL. PEAK STAGE 847.4110YR - 24HRPEAK STAGE 849.5410YR - 24HR PEAK STAGE 848.2150YR - 24HRPEAK STAGE 850.2150YR - 24HR PEAK STAGE 848.541"1"±2.75"6"INV = 844.07INV = 844.571"AASECTION "A-A"STANDPIPE DETAIL(NOT TO SCALE)CLEANOUTSEALED WITHWATERTIGHTVANDAL PROOF CAP(SECURED WITH SCREWS) (TYPICAL AT ALL BENDS)138' MIN.VARIESEXISTING GRADEEARTHEN BERMINV = 844.57 SAND FILTER MAINTENANCE TASKS ANDSCHEDULETASKSCHEDULEStreet sweep parking lotQuarterlyTrash removalMonthlyInspect outlet for obstructionsMonthlyInspect for cloggingMonthlyInspect inlet gratesMonthlySkim sand mediaYearlyPump oil and grit fromsedimentation chambeYearly or at 50% fullReplace sand mediaAs needed (expect three years)Maintenance ItemSatisfactory
Unsatisfactory
Inspection
Frequency
Comments/Actions Required1. Debris CleanoutClear of trash & debrisM2. Street SweepingParking lot street sweepingQ3. ErosionEvidence of soil erosion around contributing areasM4. Sedimentation chamberSediment level in chamber (pump yearly or when 50% full)M5. Sand mediaCondition of media (skim annually, replace as necessary)M6. Outlet / InletCondition of outletMCondition of inlets and gratesM7. Mechanical devicesInspection of all valves, etc.Y8. DewateringEvidence of filter cloggingM9. Structural IntegrityEvidence of structural damage (leaks, cracks, etc.)Y10. Overall functionalityEvidence of odorsMEvidence of bypassMFOREBAYDETENTIONSAND FILTER13RIPRAP SLOPE STABILIZATIONSEE DETAIL SHEET C8.016'MAINTENANCE ACCESS PATHWIDTH = 16'MAX GRADE = 10%ER ASOCSASETITR
OBU
WEIGNENNGEINGRASS WITHIN BMP AREASHALL BE SODDED
24" RCP
FES-1GRATE:850.37OS-C18" HDPE30" HDPE 30" RCP
MH-BGRATE:843.20853855
EX.
G
R
A
V
E
Y
A
R
D LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC8" F8" F8" F8" F8" F8" FTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
SWM - DRY POND PLAN8C5.1SAND FILTER BMPPLAN VIEWSCALE: 1" = 20' TOP OF FLAT LID ELEV = 850.43DRAINAGESTRUCTURESTEPS24" RCP INV = 839.754' x 4' PRECAST CONCRETE BOXNCDOT #840.048" MIN.BARRELCONCRETE SHALL BE3,000 PSIUSE SIDE WALL AND BOTTOM OFTRENCH AS FORMCOMPACTOVER-EXCAVATION TO95% DENSITYPER ASTM D-698COLLARS TO PROJECT24" FROM OUTSIDE OF PIPE & 18"FROM JOINTS10 YR-24HR ORIFICE10" W x24" HRECTANGULAR ORIFICEINV. ELEV = 847.60MIN. 1/4" STEEL PLATEBITUMINOUS COATEDANCHORS (ZINC PLATED)CONNECTING BOLTS - 1/4" EXPANSION(MATCH BOTTOM OF ORIFICETO INVERT OF OPENING)TYPICAL FOR OPENINGS LESSSCREEN WITH 1" X 1" GRID THAN 4" DIAMETERPLAN VIEWFRONT ELEVATION2" MIN.12"12"36" W x 6" H RECTANGULAR WEIRALL SIDESELEV = 849.60CENTER OVER STEPSMANHOLE OPENING1 INCH RUNOFF VOL. PEAK STAGE 848.27DETENTIONFOREBAY846844850852COLLARS TO PROJECT 24" FROMOUTSIDE OF PIPE MAINTAIN 24"FROM PIPE JOINTS6"13854848842DETENTION DAM SECTIONTYPICAL SECTION(NOT TO SCALE)OUTLET STRUCTURE OS-BTYPICAL SECTION(NOT TO SCALE)CONCRETE ANTI-SEEP COLLARTYPICAL SECTION(NOT TO SCALE)1YR-24HR ORIFICESEE DETAIL THIS SHEET1.5" DIA.INV. ELEV =845.004'4'10' MIN.1310YR - 24HRPEAK STAGE 849.5350YR - 24HRPEAK STAGE 849.85DETENTION WIERELEV = 848.308' MIN.136"
PVC
6" PVC FROM SAND FILTERINV IN = 842.30OS-B24" CL III RCP @ 0.5%4" PVC CAP W/1.2" DIA. ORIFICE4" PVC6"DRY POND MAINTENANCE TASKS AND SCHEDULETASKSCHEDULEForebay inspection and cleanoutMonthly inspectio. Remove sediment every 7 yearsor when sediment volume exceeds 50% of storagevolume.Bank mowing and inspection / stabilization of erodedareas.MonthlyOutlet/inlet inspection and cleanout.MonthlyUnwanted vegetation and trash removal.MonthlyInspect for structural damage, leaks, etc.YearlyInspect/exercise all mechancial devices, valves, etc.YearlyEvaluate sediment level (remove as needed)YearlySecurityAs needed.Maintenance ItemSatisfactory
Unsatisfactory
Inspection
Frequency
Comments/Actions Required1. Debris CleanoutClear of trash & debrisM2. Street SweepingParking lot street sweepingQ3. ErosionEvidence of soil erosion around contributing areasM4. Sedimentation chamberSediment level in chamber (pump yearly or when 50% full)M5. Sand mediaCondition of media (skim annually, replace as necessary)M6. Outlet / InletCondition of outletMCondition of inlets and gratesM7. Mechanical devicesInspection of all valves, etc.Y8. DewateringEvidence of filter cloggingM9. Structural IntegrityEvidence of structural damage (leaks, cracks, etc.)Y10. Overall functionalityEvidence of odorsMEvidence of bypassM1YR-24HR OUTLET STRUCTURETYPICAL SECTION(NOT TO SCALE)ORIFICE PLATE DETAILTYPICAL SECTION(NOT TO SCALE)FOREBAYDETENTIONSAND FILTERRIPRAP SLOPE STABILIZATIONSEE DETAIL SHEET C8.01312"SMALL SEDIMENT POOL AT1YR ORIFICEMIN. 1' EACH SIDE OF ORIFICE16'MAINTENANCE ACCESS PATHWIDTH = 16'MAX GRADE = 10%EXISTING GRADE2" HOLE FOR FAIRCLOTH SKIMMERINV. ELEV = 845.00HOLE SHALL BE PLUGGED WHENCONVERTED TO PERMANENT BMPKnow what'sbelow.before you dig.CallRER ASOCSASETITR
OBU
WEIGNENNGEIN
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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DSDSDSDSDSDSDBIG BOX PROPERTYOWNER E, LLCPIN 3645-09-7651DB 2562 PG 253PB 13 PG 4581000 EAST POWELL DRIVE,TKC CXV, LLCPIN 3645-19-6880DB 1883 PG 304PB 14 PG 114WWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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X XXXXXXXXXXXXXXX XX XEX MH AFES-A 24" RCPOS-C 30" RCPMH-BGRATE:843.20PBPBPBPBEX. GRAVEYARDLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC LOCLOC LOCLOCLOCLOCLOCLOC LOC
LOC LOC LOC LOC LOC LOC LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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100-YR

F
L
O
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D
100-Y
R
F
L
O
O
D
100-YR FLOODTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
EROSION CONTROL PH I9C6.0Know what'sbelow.before you dig.CallRTRUE NORTHEROSION CONTROL LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED SILT FENCEPROPOSED SPECIAL SILT FENCEPROPOSED DIVERSION DITCHPROPOSED POROUS BAFFLEPROPOSED RIPRAP APRONPROPOSED INLET PROTECTIONLOCLOCXX100SSFSSFPBPBLIMITS OF CONSTRUCTION9.3 ACRES1.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMITFROM THE ZONING ADMINISTRATOR.2.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS AVIOLATION OF THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO AFINE.3.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSIONCONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROLORDINANCE & IS SUBJECT TO A FINE.4.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALLSLOPES STEEPER THAN 3:1 (H:V) SHALL BE PROVIDED TEMPORARY ORPERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICALBUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LASTLAND-DISTURBING ACTIVITY.5.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY ORPERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITH 14 CALENDAR DAYS FROM THE LASTLAND-DISTURBING ACTIVITY.6.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BY A REPRESENTATIVE OF THE LINCOLN COUNTY DEPARTMENTOF NATURAL RESOURCES.7.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATERTHAN10' REQUIRE ADEQUATE TERRACING (NC DEQ 6.02a). SOILS ENGINEERTO VERIFY STABILITY OF SLOPES GREATER THAN 2:1.8.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDINGONE ACRE NOT PREVIOUSLY APPROVED.9.TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOTRIGHT-OF-WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.10.ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6EMBANKMENT REQUIREMENTS IN THE BMP DESIGN MANUAL. (IFAPPLICABLE).GENERAL EROSION CONTROL NOTES1.ALL EROSION SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED ATLEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF ANYSTORM EVENT OF GREATER THAN 1/2" RAIN IN A 24 HOUR PERIOD. A RAINGAUGE SHALL BE MAINTAINED ON THE SITE AND A RECORD OF THERAINFALL AMOUNTS AND DATES SHALL BE KEPT.2.A RECORD OF INSPECTIONS BY THE CONTRACTOR SHALL BE KEPT ANDMADE AVAILABLE TO THE INSPECTOR UPON REQUEST. VISIBLESEDIMENTATION FOUND OUTSIDE THE DENUDED AREA LIMITS SHALL BERECORDED AND A BRIEF EXPLANATION KEPT WITH THE RECORDS AS TO THEMEASURES TAKEN TO CONTROL FUTURE RELEASES. ANY MEASURES TAKENTO CLEAN UP THE SEDIMENT THAT HAS LEFT THE DENUDED AREA LIMITSSHALL ALSO BE RECORDED.EROSION CONTROL MAINTENANCE NOTESPHASE 11.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE LINCOLNCOUNTY DEPARTMENT OF NATURAL RESOURCES.2.SET UP PRE-CONSTRUCTION CONFERENCE ON SITE WITH EROSIONCONTROL INSPECTOR OF THE COUNTY DEPARTMENT OF NATURALRESOURCES TO DISCUSS EROSION CONTROL MEASURES. FAILURE TOSCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO LAND DISTURBINGACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND ISSUBJECT TO FINE.3.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION,SEDIMENT BASIN, SILT DITCHES, AND OTHER MEASURES AS SHOWN ONTHE PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.4.CALL FOR ONSITE INSPECTION BY INSPECTOR. WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBINGMAY BEGIN.5.REMOVE/RELOCATE UTILITIES WITHIN THE DEVELOPMENT FOOTPRINT.MINIMIZE SITE DISTURBANCE DURING THIS ACTIVITY.6.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES.7.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITHEROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACHPHASE OF EROSION CONTROL MEASURES.PHASE 28.BEGIN GRADING SITE.9.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.10.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED INACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL, LINCOLN COUNTY EROSION CONTROLORDINANCE, AND THE U.S. DEPT. OF AGRICULTURE.11.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSIONCONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BEPERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.12.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OFEROSION CONTROL MEASURES.13.ONCE ENTIRE SITE HAS BEEN STABILIZED, CONVERT SEDIMENT BASIN TOPERMANENT BMP AND STABILIZE ANY REMAINING DISTURBED AREA.CONSTRUCTION SEQUENCE1.EXISTING EROSION CONTROL DEVICES MAY BE SUBSTITUTED FOR THOSESHOWN ON THESE PLANS WITH COUNTY APPROVAL.2.EXISTING EROSION CONTROL DEVICES SHALL BE INSPECTED BY THECONTRACTOR AND EROSION CONTROL INSPECTOR TO ENSURE PROPEROPERATION.3.ANY MEASURES FOUND TO NOT BE FULLY OPERABLE BY EROSION CONTROLINSPECTOR SHALL BE REPLACED AND/OR BROUGHT TO PROPER ORDER.EXISTING EROSION CONTROL MEASURESNEW DOUBLE ROW HIGH HAZARD SILT FENCENEW INLET PROTECTION (TYP)NEW CONSTRUCTION ENTRANCENEW DIVERSION DITCHNEW 2" FAIRCLOTH SKIMMERINV = 850.00ORIFICE = 1.75"SKIMMER BASIN DETAILSDrainageArea (AC)DenudedArea (AC)Q10Basin VolumeBasin Surface AreaCleanoutDepth (FT.)H/2H(FT.)Z(FT.)L(FT.)T(FT.)W(FT.)Skim.Size (In)Skim.Orifice (In)Riser Dia.(In)Barrel Dia.(In)Required(CF.)Provided(CF.)Req'd(SF.)Prov'd(SF.)4.44.418.97,92016,0708,2119,6692.558251.5821.752418CONTROL SEEDING SPEC'S.TEMPORARY EROSION APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. UNLESS SOIL TESTINDICATES OTHERWISE.APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F.UNLESS SOIL TEST INDICATES OTHERWISE.SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATIONRATES.MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LBS/1000 S.F.*- HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.IF GERMAN MILLET IS USED FOR TEMPORARY COVER DURING SUMMER MONTHS,CONTRACTOR MUST KEEP TEMPORARY MILLET MOWED AND CONTRACTOR MUSTOVERSEED WITH THE SPECIFIED RATE OF TURF TYPE TALL FESCUE AFTER THEHEAT OF SUMMER IS PAST BUT NOT BEFORE SEPT. 15 NOR LATER THAN NOV. 1.TYPEANNUAL RYE GRAINAND TURF TYPE TALL FESCUEGERMAN MILLET ANDTURF TYPE TALL FESCUETURF TYPE TALL FESCUEDATENOV. 1 TOMAY 1MAY 1 TOAUG. 15AUG. 15 TONOV. 1PLANTING RATE150 LBS/ACRE100 LBS/ACRE60 LBS/ACRE100 LBS/ACRE250 LBS/ACREPERMANENT SEEDING SPEC'S.3:1 SLOPES OR FLATTERAPPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. UNLESS SOIL TESTINDICATES OTHERWISE.APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F.UNLESS SOIL TEST INDICATES OTHERWISE.SEED AT A RATE OF 6 LBS/1000 S.F.DATENOV. 1 TOMAY 1MAY 1 TOAUG. 15AUG. 15 TONOV. 1TYPEANNUAL RYE GRAINAND TURF TYPE TALL FESCUETURF TYPE TALL FESCUETURF TYPE TALL FESCUEMULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE OF SEEDSAPPLIED AT THE RATE OF 1 - 2 TONS/ACRE *- HEAVILY MULCHED DURINGJANUARY - MARCH PERIOD.THE CONTRACTOR SHALL MAINTAIN THE PERMANENT VEGETATIVE COVER BYMOWING, IRRIGATION, REPAIR OR PLANTING FAILURES OR OTHER METHODS FORTHE DURATION OF THE PROJECT AND UNTIL THE PROJECT IS ACCEPTED BY THEOWNER.NEW ROCK CHECK DAM (TYP)(SPACE AS SHOWN)ER ASOCSASETITR
OBU
W EIGNENNGE
INNEW DOUBLE ROW HIGH HAZARD SILT FENCENEW SEDIMENT POND24" RISER18" BARRELNEW POROUS BAFFLESNEW ROCK OUTLET (TYP)NEW ROCK INLET SEDIMENT TRAPTYPE A, NCDOT STD. 1632.01DA SEDIMENT TRAP 21.73-ACDA SEDIMENT BASIN4.4-ACNEW INLET PROTECTION (TYP)SEDIMENT TRAP DETAILSDrainageArea (AC)DenudedArea (AC)Q10Basin VolumeRequired(CF.)Provided(CF.)1.731.737.426,2286,338( IN FEET )0000001 inch = 60 ft.06030601202402 - 2017.10.25 FOR PERMITTING3 - 2017.12.06 PER LINCOLN COUNTY REVISIONS
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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DSDSDSDSDSDSDBIG BOX PROPERTYOWNER E, LLCPIN 3645-09-7651DB 2562 PG 253PB 13 PG 4581000 EAST POWELL DRIVE,TKC CXV, LLCPIN 3645-19-6880DB 1883 PG 304PB 14 PG 114WWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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FES-AOS-CPBPBPBPB845
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0
85
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4
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850855
859
854853859
EX. GRAVEYARDLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC LOCLOC LOCLOCLOCLOCLOCLOC LOC
LOC LOC LOC LOC LOC LOC LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCNEW EXPANSION
83,200-SF
FFE: 859.54 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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100-YR

F
L
O
O
D
100-Y
R
F
L
O
O
D
100-YR FLOODTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATES
EROSION CONTROL PH II10C6.1Know what'sbelow.before you dig.CallRTRUE NORTHEROSION CONTROL LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED SILT FENCEPROPOSED SPECIAL SILT FENCEPROPOSED DIVERSION DITCHPROPOSED POROUS BAFFLEPROPOSED TREE PROTECTION FENCEPROPOSED RIPRAP APRONPROPOSED INLET PROTECTIONLOCLOCXX100SSFSSFPBPBTPTPER ASOCSASETITR
OBU
W EIGNENNGE
INSKIMMER BASIN DETAILSDrainageArea (AC)DenudedArea (AC)Q10Basin VolumeBasin Surface AreaCleanoutDepth (FT.)H/2H(FT.)Z(FT.)L(FT.)T(FT.)W(FT.)Skim.Size (In)Skim.Orifice (In)Riser Dia.(In)Barrel Dia.(In)Required(CF.)Provided(CF.)Req'd(SF.)Prov'd(SF.)4.44.418.97,92016,0708,2119,6692.558251.5821.752418( IN FEET )0000001 inch = 60 ft.06030601202403 - 2017.12.06 PER LINCOLN COUNTY REVISIONS
PROVIDE 6" DIAM. STD. STL. PIPEBOLLARD(S) (PAINTED) SET IN 4000PSICONCRETE MIN 12" x 12" x 36" DEEP FILLPIPE SOLID W/ CONCRETE FLUSH W/TOP.4'-0"1'-0"3'-0"TYP. STL. BOLLARD DETAILNOT TO SCALECONCRETE SLOPEDCAPTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATESC8.011GENERAL DETAILSTYP. CURB FLUME DETAILNOT TO SCALECENTERLINE OF FLUMEMAINTAIN GUTTER SLOPEGUTTER FLOW LINESECTION A-A4'2' MIN℄6" DIA. PVC PIPE @ 1% MIN. SLOPEØ VARIES, SEE PLAN6" X D" 45° PVC WYED
"PVC PIPEØ VARIES, SEE PLAN45° PVC WYEØ VARIES, SEE PLAN6" DIA. PVC PIPE6" 45° PVC ELBOWBUILDING WALLFOOTING6" DIA. FLEX-RING BELLROOF COLLECTIONDRAINFINISHED GRADEVARIES (SEE PLAN)TYP. ROOF DRAIN DETAILNOT TO SCALEHole for 5/8 Ø dowel. 1 ft. fromeach end. (typical of 2 holes)2"4.25"6"9"6'
-0"1'
-0
"OPENING
1'
-0
"OPENING 1'
-0
"OPENING1'
-0
"1'
-0
"TYP. WHEEL STOP DETAILNOT TO SCALEAA3 - 2017.11.15 REVISED ARCHITECTURAL FLOOR PLAN
THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATESC8.112STORMWATER DETAILS
8' MAX.NOTES:A STABILIZED ENTRANCE PAD OF #5 WASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WHERETRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONALSTONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHENWASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO ANAPPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.PUBLIC STREETEXISTING GROUND100' MIN.18' MIN.6" MIN.SOIL STABILIZATION FABRICUNDER #5 WASHED STONE100' MIN.PUBLIC STREET FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.1.2.3.4.5.ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS.GENERAL NOTES:1.DRIVE 5' STEEL POST AT LEAST 24" INTOSOLID GROUND.2.USE STAPLES 1' APART HORIZONTALLY ANDVERTICALLY TO ATTACH THE FILTER FABRICTO THE WIRE FENCE.3.MINIMUM BAFFLE SPACING IS 10'.4.THE FLOOR OF THE BASIN IN THE OUTLETZONE AND BERMS SHOULD BE SEEDEDIMMEDIATELY AFTER THE BASIN ISCONSTRUCTED.5.REFER TO NCESCPDM SECTION #6.65 FORADDITIONAL SPECIFIATIONS.THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATESC8.213EROSION CONTROL DETAILS
THIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.CTBProject Number017.667.001DateEngineerDrawn By4/03/17MBDGSheet of 14RevisionsSeal519 LINCOLN COUNTY PKWY EXT
LINCOLN COUNTY, NORTH CAROLINA
THE WALKING CO. EXPANSION
PROJECT
SHEET TITLE
5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] FIRM # C-1157
BURTON
ENGINEERING
LAND SURVEYORS
CIVIL ENGINEERS
ASSOCIATESC8.314EROSION CONTROL DETAILS14.44.418.97,92016,0708,2119,6692.558251.5821.75