Infinity - 017.554.027 TKC Project Infinity Civils 4.19.2018

SSMH A2017754.58SSMH B2019759.26SSMH C2037766.41CO2039762.66SSMH D2053772.16SSMH F2066772.81SSMH E2068773.12SSMH G2077778.79CO2079778.21CO2080779.15SSMH H3010761.00CO METAL3088773.70LP3416763.54TKC CXVII, LLCPARCEL ID 402C007DB 1124 PG 120TRACT 12MB 9995 PG 6467329,232 sq.ft.7.558 acresROWAN COUNTYPARCEL ID 402C003DB 231 PG 7MB 9995 PG 6467(51.2252 ACRES TRACT)AREA REMAING: ±44.2 ACRESTKC XCI, LLCPARCEL ID 402C004DB 1053 PG 997MB 9995 PG 5615NEW LOT 15CORPORATION OF THE BISHOP OF THECHURCH OF JESUS CHRIST OFLATTER-DAY SAINTSPARCEL ID 402051DB 645 PG 536AFFORDABLE SUITES OFAMERICA INC.PARCEL ID 402B005DB 879 PG 575MB 9995 PG 3750TRACT 13SUMMIT PARK DRIVE60' R/W (PUBLIC)MB 9995 PG 3221SSMH I3552753.6520
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120' UTILITY EASEMENTMB 9995 PG 3221XXNo.SHEETSHEET TITLEORIGINALDATELATEST REV.1C1.0COVER SHEET1/25/20184/19/20182C1.1PROJECT NOTES1/25/20184/19/20183C2.0EXISTING CONDITIONS1/25/20184C3.0SITE & UTILITY PLAN1/25/20184/19/20185C4.0GRADING & DRAINAGE PLAN1/25/20184/19/20186C4.1STORM DRAIN PROFILES1/25/20184/19/20187C5.0STORMWATER MANAGEMENT PLAN1/25/20184/19/20188C6.0EROSION CONTROL PLAN - PHASE IV1/16/20184/19/20189C7.0LANDSCAPE PLAN1/25/20184/19/201810,11,12C8.1-.3CONSTRUCTION DETAILS1/25/20184/3/2018Sheet 1 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
COVER SHEETC1.0DATE
DRAWN BY
ENG
PM
1 - 2/22/18 - FIRST COUNTY SUBMITTAL
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C1.0 COVER SHEET 4/19/2018 11:28:29 AM HP02.CTB BLINTON
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018 VICINITY MAP NOT TO SCALEENGINEER:Burton Engineering AssociatesCarlton Burton, PE5950 Fairview Road, Suite 100Charlotte, NC 28210P: (704) [e-mail]:TKC Land Development II, LLCAlan Lewis4500 Cameron Valley Pkwy, Suite 400Charlotte, NC 28211P: [phone]TOPOGRAPHIC SURVEY:Burton Engineering AssociatesCary Watts, PLS5950 Fairview Road, Suite 100Charlotte, NC 28210P: (704) [e-mail] SURVEY:Burton Engineering AssociatesCary Watts, PLS5950 Fairview Road, Suite 100Charlotte, NC 28210P: (704) [e-mail] ConstructionMark Demaree2907 Providence Road, Suite 400Charlotte, NC 28211P: [phone]PROJECT CONTACT INFORMATIONPROJECT SUMMARYCONSTRUCTION DRAWING PACKAGE FORPROJECT INFINITYSUMMIT CORPORATE CENTERROWAN COUNTY, NORTH CAROLINATHEKCEITHORPORATIONReal Estate Develpment/Brokerage/Property ManagementPROJECT NAME:PROJECT INFINITYDEVELOPER:TKC LAND DEVELOPMENT II, LLCZONING: CBIPROP. USE:INDUSTRIALNAICS/SIC CODES:UNKNOWNAPPROVED PETITION NO:N/ATAX PARCEL NO:402C007, 402C003JURISDICTION:ROWAN COUNTYFEMA INFORMATIONMAP NO: 3710565800JMAP DATE: 06/16/2009FLOOD ZONE: NONELOT SIZE:14.54± ACRES (PROPOSED)START/END DATES:03/01/2018 - 07/01/2018SETBACK REQUIREMENTS:(PER M.B. 9995, PG. 3221)FRONT SETBACK:60' OR 10% OF LOT DEPTH, 100' MAX.SIDE YARD: 40'REAR YARD: 40'BUFFER REQUIREMENTS:FRONT BUFFER YARD:40' LANDSCAPE BUFFERSIDE BUFFER YARD: N/AREAR BUFFER YARD:N/AALONG RESIDENTIAL PROPERTY: 25' LANDSCAPE BUFFER (SEE M.B. 9995, PG. 3221 NOTE #11.)CORPORATECENTER DRSUMMITPARK DRE RITCHIE RDJULIAN RDHEILIG RDOLD
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EXIT #74SCALE: 1" = 100'SUMMIT PARK DRIVES.R. #266760' PUBLIC R/W(M.B. 9995, PG. 3221)JULIAN ROADDRAWING SHEET SUMMARYPROPOSED BUILDING100,000 SF WITH 50,000 SFEXPANSION OPTIONFFE: 777.52 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT
3 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
Sheet 2 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
DATE
DRAWN BY
ENG
PM
1 - 2/22/18 - FIRST COUNTY SUBMITTAL
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C1.1 NOTES 4/19/2018 11:28:34 AM HP02.CTB BLINTON
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018 PROJECT NOTESC1.11.LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO STARTOF CONSTRUCTION.2.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNELIN AN UNOBSTRUCTED STATE & SHALL REMOVE FROM THE CHANNEL & BANKS OFTHE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK & OTHER ACCUMULATIONS.3.ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOOD WAYDISTRICT FRINGE BOUNDARY LINE OR FLOOD WAY DISTRICT ENCROACHMENTBOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOOD WAYREGULATIONS OF ROWAN COUNTY.4.APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.1.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THETREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANYDEMOLITION, GRADING, OR CONSTRUCTION BEGINS, & NOT REMOVED UNTIL FINALINSPECTION.2.TREE PROTECTION BARRICADES MUST MEET OR EXCEED THE STANDARDS FOR THEROWAN COUNTY.3.CONTRACTOR TO CALL THE ROWAN COUNTY FOR INSPECTION OF TREE PROTECTIONFENCING PRIOR TO THE ISSUEANCE OF A GRADING PERMIT.4.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL & LEAF LITTERUNDISTURBED. SUPPLEMENT WITH 1-2 IN. OF MULCH. RE-SEED WITH GRASS ONLY INDISTURBED/GRADED AREAS.5.BRUSH, VINES, AND SMALL TREES (<8"Ø, OR AS SMALL AS 2" CALIPER) MAY BE HANDCLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BELIMBED UP 6 FT. (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVEVISIBILITY.6.EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH SHARP PRUNING TOOL;BACKFILL ASAP TO MINIMIZE EXPOSURE TO THE AIR.7.TREE PROTECTION FENCE IS TO BE LOCATED 1 FT. PER TREE DIA. INCH AWAY FROMTHE TREE IN THE SETBACK OR RIGHT-OF-WAY. HOWEVER, FENCING TO BE NOCLOSER THAN THE DRIP LINE OF THE TREE.1.SEDIMENT SHALL BE REMOVED & TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THESEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVEDSEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.2.ALL EROSION SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AT LEAST ONCE EVERY 7CALENDAR DAYS & WITHIN 24 HOURS OF ANY STORM EVENT OF GREATER THAN 12" RAIN IN A 24HOUR PERIOD. A RAIN GAUGE SHALL BE MAINTAINED ON THE SITE & A RECORD OF THE RAINFALLAMOUNTS & DATES SHALL BE KEEP.3.A RECORD OF INSPECTIONS BY THE CONTRACTOR SHALL BE KEPT & MADE AVAILABLE TO THEINSPECTOR UPON REQUEST. VISIBLE SEDIMENTATION FOUND OUTSIDE THE DENUDED AREA LIMITSSHALL BE RECORDED & A BRIEF EXPLANATION KEPT WITH THE RECORDS AS TO THE MESURESTAKEN TO CONTROL FUTURE RELEASES. ANY MEASURES TAKEN TO CLEAN UP THE SEDIMENTTHAT HAS LEFT THE DENUDED AREA LIMITS SHALL ALSO BE RECORDED.4.CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN.THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.5.SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.6.FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPT. OFENVIRONMENTAL QUALITY, EROSION & SEDIMENT CONTROL PLANNING & DESIGN MANUAL.7.THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THESILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE NCDENR INSPECTORAFTER THE GRASS HAS GERMINATED & STABLE GROUND HAS BEEN ESTABLISHED.ALL EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY & AFTER EACH HEAVYRUNOFF RAINFALL. ALL TO COMPLY WITH ROWAN COUNTY REGULATIONS. CONTRACTOR TO COORDINATEALL INSTALLATIONS & INSPECTIONS WITH ROWAN COUNTY OFFICIALS. PERMITS TO BE OBTAINED BYOWNER.STRUCTURES THAT WILL BE INSPECTED INCLUDE:TEMPORARY SEDIMENT TRAPREMOVE SEDIMENT & RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HASACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVEDIN THE DESIGNATED AREA & REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK THESTRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF SPILLWAYTO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILLANY SEDIMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACEDFROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.AFTER ALL SEIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE & ALLUNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS & STABILIZEPROPERLY.SILT FENCEMAKE ANY REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXTRAIN & TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURINGCLEANOUT. REMOVE ALL FENCING MATERIALS & UNSTABLE SEDIMENT DEPOSITS & BRING THE AREA TOGRADE & STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.CHECK DAMSANTICIPATE SUBMERGENCE & DEPOSITION ABOVE THE CHECK DAM AMD EROSION FROM HIGH FLOWSAROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSIONOCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENTATION ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TOCHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, & TOPREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONE TO THE DAMS ASNEEDED TO MAINTAIN DESIGN HEIGHT & CROSS SECTION.SEEDINGRESEED AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON ASPOSSIBLE.CONSTRUCTION ENTRANCEMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THECONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE. AFTER EACHRAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT & CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLICROADS.DIVERSION DITCHESCHECK OUTLETS & MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREAABOVE THE TEMPORARY DIVERSION DITCH IS PERMANENTLY STABILIZED, REMOVE THE DIKE & FILL &STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE.OUTLET PROTECTIONINSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND ORBELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALLNEEDED REPAIRS TO PREVENT FURTHER DAMAGE.STOCKPILESCHECK STOCKPILES FOR SILT FENCE EFFICIENCY, SEDIMENTATION, & STABILIZATION.ROCK DAMREMOVE SEDIMENT & RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT ONE HALFTHE DESIGN VOLUME. CHECK THE STRUCTURE FOR EROSION, PIPING, & ROCK CHECK DISPLACEMENTAFTER EACH SIGNIFICANT RAINSTORM & REPAIR IMMEDIATELY. REMOVE THE STRUCTURE & ANYSEDIMENT IMMEDIATELY AFTER THE DISTURBED AREA FLOWING TO DAM HAS BEEN PERMANENTLYSTABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH THE SURROUNDING AREA & STABILIZE. ALL WATER& SEDIMENT SHOULD BE REMOVED FROM BASIN PRIOR TO REMOVAL. SEDIMENT SHOULD BE PLACES INDESIGNATED DISPOSAL AREAS & NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE WAYS DURINGSTRUCTURE REMOVAL.PLANTING RATE150 LBS/ACRE - 100 LBS/ACRE60 LBS/ACRE - 100 LBS/ACRE250 LBS/ACREDATENOV. 1 TO MAY 1MAY 1 TO AUG. 15AUG. 15 TO NOV. 1TYPEANNUAL RYE GRAIN & TURF TYPE TALL FESCUEGERMAN MILLET & TURF TYPE TALL FESCUETURF TYPE TALL FESCUEMULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LBS/1000 S.F.*- HEAVILY MULCHED DURING JANUARY - MARCH PERIOD. TACK IN PLACE WITH HYDRO-SEED OR EQUIVALENT.IF GERMAN MILLET IS USED FOR TEMPORARY COVER DURING SUMMER MONTHS, CONTRACTOR MUST KEEPTEMPORARY MILLET MOWED AND CONTRACTOR MUST OVERSEED WITH THE SPECIFIED RATE OF TURF TYPETALL FESCUE AFTER THE HEAT OF SUMMER IS PAST BUT NOT BEFORE SEPT. 15 NOR LATER THAN NOV. 1.APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. UNLESS SOIL TEST INDICATES OTHERWISE.APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. UNLESS SOIL TEST INDICATESOTHERWISE.SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES.3:1 SLOPES OR FLATTERMULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE OF SEEDS APPLIED AT THE RATE OF1 - 2 TONS/ACRE (HEAVILY MULCHED DURING JANUARY - MARCH PERIOD). TACK IN PLACE WITHHYDRO-SEED OR EQUIVALENT.THE CONTRACTOR SHALL MAINTAIN THE PERMANENT VEGETATIVE COVER BY MOWING, IRRIGATION, REPAIROR PLANTING FAILURES OR OTHER METHODS FOR THE DURATION OF THE PROJECT & UNTIL THE PROJECTIS ACCEPTED BY THE OWNER.TYPEANNUAL RYE GRAIN & TURF TYPE TALL FESCUETURF TYPE TALL FESCUETURF TYPE TALL FESCUEDATENOV. 1 TO MAY 1MAY 1 TO AUG. 15AUG. 15 TO NOV. 1APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. UNLESS SOIL TEST INDICATES OTHERWISE.APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. UNLESS SOIL TEST INDICATESOTHERWISE.SEED AT A RATE OF 6 LBS/1000 S.F.1.AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED AND SPREAD WITH AVAILABLE TOPSOIL 4" DEEP.TOTAL SEEDBED PREPARED DEPTH SHALL BE 6".2.ROCKS, ROOTS & OTHER OBSTRUCTIONS & CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THESURFACE OF THE SEEDBED. SURFACE OF COMPLETED PREPARED SEEDBED SHALL BE LOOSESMOOTH & UNIFORM.3.CONTRACTOR SHALL TILL, DISC AND/OR HARROW IF NECESSARY TO ACHIEVE THIS.4.IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIED ACCORDING TO THE SEEDINGSPECIFICATIONS.5.IF SOIL TEST IS TAKEN, APPLY FERTILIZER & LIME IN ACCORDANCE W/SOIL TEST RECOMMENDATIONS.6.LIME & FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBEDPREPARATION.7.IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A THIN DENSE LAYER OF CLEANWHEAT STRAW.3:1 SLOPES OR FLATTER1.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONINGADMINISTRATOR.2.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSIONCONTROL ORDINANCE AND IS SUBJECT TO A FINE.3.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OFTHE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.4.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TOACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLYREQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPESMUST BE SEEDED & MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREASARE TO BE SEEDED AND MULCHED WITHIN 120 DAYS.5.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY AREPRESENTATIVE OF THE CITY/COUNTY ENGINEERING DEPT.6.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.1.ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 4000 PSI CONCRETE W/1" DEEPGROOVE CONTROL JOINTS AT INTERVALS INDICATED ON SITE PLAN. PROVIDEEXPANSION JOINTS ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINTSPACING 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, SEWERCONNECTIONS & ROOF DOWNSPOUTS.4.SEE ARCH. PLANS FOR BLDG. 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 14" PERFOOT ACROSS THE SPACE.b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2" ORMORE.c. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0% (1:20).d. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVEDPARKING SPACE SIGNS AS PRESCRIBED BY THE N.C.D.O.T. MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES & APPROVED FOR USE UNDER N.C. GENERAL STATUTER7-8, R7-8D "PENALTY" SIGN & HERE APPLICABLE, "VAN ACCESSIBLE" SIGN.7.THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE EXISTINGCONDITIONS BEFORE SUBMITTING HIS BID.8.ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THESTART OF CONSTRUCTION, IN CASE OF CONFLICT, THE ENGINEER SHALL BENOTIFIED IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR TO THESTART OF WORK.9.THE PROPOSED GRADES SHOWN ARE THE FINISH GRADES UNLESS OTHERWISENOTED.10.LIGHTING SHALL NOT EXCEED 30' IN HEIGHT.11.THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THEHORIZONTAL & VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAINTHIS CONTROL & PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, & LINESNECESSARY FOR CONSTRUCTION. CONTRACTOR(S) SHALL PROVIDE ADEQUATESUPERVISION TO PREVENT DAMAGE & MOVEMENT FROM EQUIPMENT WORKINGAROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN INPLACE & BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY STAKESTHAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BEREPLACED BY A LICENSED LAND SURVEYOR ENGAGES BY THE CONTRACTOR AT NOCOST TO THE OWNER.12.ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTIONOPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THESATISFACTION OF THE OWNER.13.ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAW-CUT.14.BURNING ON, OR NEAR THE JOB SITE WILL NOT BE PERMITTED.15.ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 698.16.UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRESITE OF ALL CONSTRUCTION RELATED MATERIAL & DEBRIS.17.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 THEENGINEERING REPRESENTATIVE.18.LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OFCONSTRUCTION.19.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTENPERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).20.COORDINATE ALL CURB & STREET GRADES IN INTERSECTION WITH NCDOTINSPECTOR.21.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ONCURB.22.INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION.SEE SHEETS C5.0 FOR EROSION CONTROL PLAN.23.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHERABOVE & BELOW-GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE &INVERT ELEVATIONS OF SUCH PRIOR TO START OF CONSTRUCTION.24.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNELIN AN UNOBSTRUCTED STATE & SHALL REMOVE FROM THE CHANNEL ALL DEBRIS,LOGS, TIMBER, JUNK & OTHER ACCUMULATIONS.25.ALL ROAD IMPROVEMENTS AT SUMMIT PARK DRIVE TO BE COORDINATED WITH THEENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.26.PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO THECOUNTY ENGINEER PRIOR TO CONSTRUCTION.27.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE R/WREQUIRE A R/W ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPT. OFTRANSPORTATION BEFORE INSTALLATION.28.THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT ISSPECIFICALLY UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANYOBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKENDURING THE COURSE OF CONSTRUCTION. RESPONSIBILITY FOR SCHEDULING THEWORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTSAND/OR ALL CODE REQUIREMENTS, RULES & REGULATIONS OF ANY PUBLIC ORPRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY PART OF THEWORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES, NORGUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.29.ALL CONSTRUCTION SHALL MEET ROWAN COUNTY, NCDOT, SUMMIT CORPORATECENTER & STATE STANDARDS.30.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT [phone]. IT'S THELAW.·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 TOENCROACHMENT PERMIT, GRADING PERMIT, &/OR UTILITY COMPANY'S PERMIT FOR THE WORK TO BEPERFORMED 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 NOTSHOWN ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGEDONE TO EXISTING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ONTHESE PLANS; & IF DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THEOWNER 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.·EACH REQUIRED BPA IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR TOPLACING THE WATER SYSTEM IN SERVICE.·THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT.CONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINEBETWEEN ANY WATER METER & ITS REQUIRED BACK-FLOW PREVENTER.·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.1.ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVEDFROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THEBURLAP FROM ROOT BALL.2.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE, ANDCONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL -OR-UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIXSTANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQ. FT. PER TREE).3.MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES). ALLMULTI-STEM PLANTS MUST BE TREE FORM, ALL MULTI-STEM PLANTS MUST BE TREEFORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.4.A MINIMUM OF FIFTY (50) PERCENT OF NEW TREES MUST BE NATIVE SPECIES, ANDSITES WITH MORE THAN TWENTY (20) TREES REQUIRED WILL HAVE TO INSTALLMULTIPLE SPECIES PURSUANT TO THE TREE ORDINANCE GUIDELINES.5.NO LIGHT POLES WITHIN TREE ISLANDS. COMMERCIAL SITE LIGHTING MUST BE AMINIMUM THIRTY (30) FEET AWAY FROM A TREE. IF PEDESTRIAN SCALE LIGHTING ISBEING USED, THEN LIGHTING MUST BE A MINIMUM OF FIFTEEN (15) FEET AWAY FROMA TREE.6.ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15'FROM ALL UNDERGROUND UTILITIES (GAS, WATER, PHONE, AND ELECTRICAL LINES.)7.ATTENTION LANDSCAPER: NOTIFY URBAN FORESTER OF ANY SIGN, POWER LINE, OROTHER CONFLICTS BEFORE PLANTING NEW TREES.8.LARGE MATURING TREES MUST BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEADDISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES ORSIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.9.PLEASE CALL FOR AN INSPECTION OF TREE PROTECTION AND/OR TREE PLANTINGAREAS, 1 TO 2 DAYS BEFORE THE CERTIFICATE OF OCCUPANCY IS NEEDED.10.ORDINANCE-REQUIRED TREES MUST BE MAINTAINED IN TREE FORM & ALLOWED TOGROW TO THEIR NATURAL HEIGHT/FORM, WITH A MAXIMUM OF THREE STEMS ORTRUNKS (NO TOPPING OR ROUNDING OVER) PLEASE11.UNLESS APPROVED BY URBAN FORESTRY STAFF ALL REQUIRED TREES MUST HAVESINGLE STEM TRUNKS WITH NO CO-DOMINANT TRUNKS OR BRANCHES. TREETRUNKS SHALL BE STRAIGHT IN FORM AND FREE OF DAMAGE OR CRACKS. PRUNINGCUTS SHALL BE CALLUSED OVER. BRANCH LENGTH SHALL BE TYPICAL FOR THETREES AGE AND NOT BE BROKEN, DISEASED OR INJURED. ROOT FLARE SHALL BELOCATED AT GRADE AND BE FREE FROM EXCESSIVE ADVENTITIOUS ROOT GROWTH.12.IT IS THE RESPONSIBILITY OF THE CONTRACTOR / LANDSCAPER TO NOTIFY THEURBAN FORESTER OF ANY SITE CONFLICTS THAT AFFECT TREE SPECIES ORLOCATIONS PRIOR TO PLANTING TREES.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,OPEN PLANTS. THE CLIENT'S LANDSCAPE ARCHITECT RESERVES THE RIGHT, IN OUR SOLEOPINION, TO REJECT 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 ONE YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALSFROM THE DATE OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. CONTRACTOR TOPROVIDE TEMPORARY IRRIGATION AS NECESSARY UNTIL PLANTS ARE ESTABLISHED.7.THE SPECIES, VARIETIES, AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONSWILL BE PERMITTED ONLY UPON WRITTEN APPLICATION BY THE CONTRACTOR TO THELANDSCAPE ARCHITECT, 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 ONTHE PLANTING PLAN. IF ANY DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THEPLANT LIST AND THE QUANTITIES SHOWN ON THE PLAN, THE CONTRACTOR SHALL PROVIDE ALLQUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED, THECONTRACTOR SHALL VERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND THESEPLANTINGS SHALL BE INCLUDED IN THE CONTRACTOR'S INITIAL BID.10.SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY AMECHANICAL TILLER 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 GROWTHOF PLANT MATERIALS. PROPER DRAINAGE MUST BE ASSURED.12.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTIONDEBRIS BEFORE PREPARING SOIL AND PLANTING TREES.13.REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL/PLANTING MIX -OR- UNCOMPACT ANDAMEND TOP 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 TOBACK FILLING 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. NOTIFYARCHITECT IF FIELD 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 CITY INSPECTOR FOR A PRELIMINARY MEETING TO NEGOTIATECREDIT FOR EXISTING TREES IN THE BUFFER AREA.1.SURFACES SHOULD BE CLEAN, DRY AND FREE FROM LOOSE AND PEELING PAINT. DO NOT APPLYWHEN AIR OR SURFACE TEMPERATURES ARE BELOW 32 DEGREES, AND WHEN THE RELATIVEHUMIDITY EXCEEDS 95%.2.THE PRESENCE OF CONCRETE SEALERS OR EFFLORESCENCE ON NEW CONCRETE MAY INTERFEREWITH ADHESION AND SHOULD BE REMOVED BY EXTENDED.3.MOST PREVIOUSLY PAINTED LINES MAY BE REPAINTED WITHOUT ADDITIONAL SURFACEPREPARATION PROVIDED THAT THE OLD PAINT IS STILL TIGHTLY ADHERED TO THE SURFACE.MULTIPLES LAYER OF OLD PAINT WILL EVENTUALLY PEEL AND WOULD REQUIRE REMOVAL.4.NEW ASPHALT SURFACES SHOULD IDEALLY BE ALLOWED TO AGE SEVERAL MONTHS PRIOR TOSTRIPING. SOLVENT-BASED PAINT MAY CAUSE THE TARS TO BLEED THROUGH ON NEW ASPHALTOR RECENTLY SEALED ASPHALT. APPLY A TEST STRIPE TO DETERMINE IF THE ASPHALT HAS AGEDSUFFICIENTLY. IF IT IS NECESSARY TO PAINT A FRESH ASPHALT SURFACE, USE A WATERBORNEPAINT FOLLOWING THE RECOMMENDED PROCEDURE.APPLICATION RATESTHE RECOMMENDED APPLICATION RATE IS 15 MILS WET FILM THICKNESS FOR NEW LINES. FORREPAINTING OF EXISTING LINES, A THINNER LINE FILM OF 10 MILS IS OFTEN ADEQUATE. EXCEEDINGTHE RECOMMENDED FILM THICKNESS WILL RESULT IN MUCH SLOWER DRY TIMES AND MAY RESULT INLIFTING, CRACKING OR POOR ADHESION.SLIP RESISTANT ADDITIVE APPROXIMATELY 8 POUNDS PER GALLON OF SLIP RESISTANT ADDITIVE ISREQUIRED.*SMIS#ITEM#DESCRIPTION8000-55931TM5712PROMAR LOW VOC WHITE (ACETONE)8000-55923TM5713PROMAR LOW VOC YELLOW (ACETONE)800056079TM 5628PROMAR LOW VOC RED (ACETONE)80004541TM 5629PROMAR LOW VOC BLACK (ACETONE)800051484TM5627CALIFORNIA VOC YELLOW800050312TM5626CALIFORNIA VOC WHITETO ACHIEVE THE HANDICAPPED COLOR BLUE, THE ADDITION OF 4 OUNCES OF SHERWIN-WILLIAMS L-2BLUE COLORANT PER GALLON IS REQUIRED. HANDICAPPED STENCILS ARE AVAILABLE UPON ORDERREQUESTALL PAVEMENT MARKINGS SHALL BE ACCOMPLISHED WITH USE OF PAINTING MACHINES AND/ORSTENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF SOLVENTBORNEAPPLICATION RECOMMENDATIONS STATED BELOW. PARKING STALL AND ISLAND STRIPING SHALL BE4-IN WIDE AND SHALL BE STRAIGHT WITH A “CLEAN” EDGE. ALL DIRECTIONAL ARROWS, STOP BARS,ETC. SHALL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)LANDSCAPE NOTESTREE PLANTING NOTESGENERAL NOTESGENERAL GRADING NOTESTREE PROTECTION NOTESNC DEQ GROUND COVER REQUIREMENTSNEW STABILIZATION TIMEFRAMES(Effective Aug, 3, 2011)PROJECT NARRATIVE:THE PURPOSE OF THESE CONSTRUCTION DOCUMENTS IS TOCONSTRUCT A 100,000 S.F. BUILDING FOR WAREHOUSE/INDUSTRIAL USE.SEEDBED PREPARATIONPERMANENT SEEDING SPEC'S.TEMPORARY EROSION CONTROL SEEDING SPEC'sUTILITY NOTESGENERAL EROSION CONTROL NOTESEROS. CONT. MAINTENANCE PLANSOLVENT BORNE APPLICATION NOTESEROSION CONTROL MAINTENANCE NOTES2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT
3 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
Sheet 3 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
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01/16/2018 THE PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/ORRIGHTS-OF-WAY.#4 REBAR AT ALL CORNERS UNLESS OTHERWISE NOTED.AREAS COMPUTED BY COORDINATE METHOD.UNADJUSTED RATIO OF PRECISION: 1: 68,073SUBJECT TRACT ADDRESS: 115 SUMMIT PARK DRIVESUBJECT TRACT DEED REFERENCE: DB 1124 PG 120, DB 231 PG 7, PB9995 PG 6467SUBJECT TAX PARCEL: 402C003, 402C007SUBJECT TRACT ZONED: CBI (COMMERCIAL, BUSINESS, INDUSTRIAL)ZONING REQUIREMENTS:BUILDINGMINIMUM SETBACK FRONT=50'MINIMUM SETBACK SIDE STREET=30'MINIMUM SETBACK SITE=10' or 0'MINIMUM SETBACK REAR=10' or 0'THE NCGS COORDINATES WERE ESTABLISHED BY USING A LEICAMODEL GS14 (GNSS) AND THE NORTH CAROLINA GLOBAL NAVIGATIONSATELLITE SYSTEM (GNSS) REAL TIME NETWORK (RTN) UTILIZING THENORTH CAROLINA CONTINUOUSLY OPERATING REFERENCE STATION(CORS)THE GRAPHIC REPRESENTATION OF THE UNDERGROUND UTILITIESSHOWN ON THIS PLAT ARE APPROXIMATE. THE LOCATIONS SHOWN ONTHIS PLAT WERE ESTABLISHED BY THE FIELD LOCATION OF MARKINGSREPRESENTING UNDERGROUND UTILITIES BY OTHERS OR OBTAININGINFORMATION SHOWING APPROXIMATE LOCATION.PORTION OF TOPOGRAPHIC SURVEY ESTABLISHED FROM APRELIMINARY PLAT TITLE "BOUNDARY AND TOPOGRAPHIC SURVEYPREPARED AT THE REQUEST OF: THE KEITH CORPORATION OFPORTION OF TRACT 12 OF SUMMIT CORPORATE CENTER", FILE NO.G-D-338, DATED MARCH 1, 2007 BY R.B. PHARR & ASSOCIATES, P.A.THE SUBJECT TRACT IS GRAPHICALLY LOCATED IN "OTHER AREASZONE X" AS DETERMINED BY THE DEPARTMENT OF HOUSING ANDURBAN DEVELOPMENT/ FEDERAL INSURANCE ADMINISTRATION ASSHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODINSURANCE RATE MAP COMMUNITY PANEL NUMBER 3710565800J DATED06/16/2009.NOTESWVCEFOLEGEND:= BUS STOP SIGN= UTILITY POLE= CURB INLET= TRAFFIC SIGNAL BOX= LIGHT POLE= HANDICAP PARKING= NCGS MONUMENT= CABLE PEDESTAL= ELECTRIC PEDESTAL= TELEPHONE PEDESTAL= FIBER OPTIC PEDESTAL= SANITARY SEWER MANHOLE= WATER VALVE= STORM DRAIN MANHOLE= WATER METER= FIRE HYDRANT= GAS VALVE= SEWER CLEAN OUTBUSGVW= MONITORING WELL= STREET SIGNWM= ROOF DRAIN875.5= SPOT ELEVATION= CONCRETE= UNDERGROUND GAS= UNDERGROUND ELECTRIC= OVERHEAD UTILITY LINE= WATER LINE= FENCE= TREE LINE= STORM DRAINAGE LINE= SEWER LINEGGGGGOHUOHUOHUOHUWLWLWLWLWLXXXXXX= TREE= COMMUNICATION MANHOLE= GUARD RAIL= BACKFLOW PREVENTER= CENTER LINECL= TRAFFIC FLOW= MONUMENTATION (SEE DESCRIPTION)FO= CARSONITE UNDERGROUND FIBER OPTIC CABLE POST= MAILBOX= PULL-BOX=UNDERGROUND COMMUNICATIONSPDE= PERMANENT DRAINAGEEASEMENTEP = EDGE OF PAVEMENTDIA = DIAMETERSW = SIDE WALKBC = BACK OF CURBC&G = CURB AND GUTTERR/W = RIGHT OF WAYDB = DEED BOOKPB = PLAT BOOKPG = PAGEDIP = DUCTILE IRON PIPENCGS = NORTH CAROLINA GEODETIC SURVEYNAVD = NORTH AMERICAN VERTICAL DATUMCF = COMBINED GRID FACTORFES = FLARED END SECTIONFDC = FIRE DEPARTMENT CONNECTIONSDMH = STORM DRAINAGE MANHOLESSMH = SANITARY SEWER MANHOLERCP = REINFORCED CONCRETE PIPEDI = DROP INLETCB = CURB INLETGT = GREASE TRAPPVC = POLYVINYL CHLORIDE PIPEHDPE = HIGH-DENSITY POLYETHYLENE PIPECMP = CORRUGATED METAL PIPEINV = INVERTGM = GAS METERPDE = PERMANENT DRAINAGE EASEMENTPSE = PERMANENT SLOPE EASEMENTEM = ELECTRIC METEREC = EDGE OF CONCRETE= STORM DRAIN CLEAN OUTCSSESSE= SANITARY SEWEREASEMENT= LANDSCAPE AREAIV= IRRIGATION CONTROL VALVEFP= FLAG POLEBFP=SPOT LIGHT04/19/2018
SSMH B2019759.26SSMH C2037766.41CO2039762.66SSMH D2053772.16SSMH F2066772.81SSMH E2068773.12SSMH G2077778.79CO2079778.21CO2080779.15TPED3035764.22PB FO 2.5X43036764.82CO METAL3088773.70LP3416763.54TKC CXVII, LLCPARCEL ID 402C007DB 1124 PG 120TRACT 12MB 9995 PG 6467329,232 sq.ft.7.558 acresROWAN COUNTYPARCEL ID 402C003DB 231 PG 7MB 9995 PG 6467(51.2252 ACRES TRACT)AREA REMAING: ±44.2 ACRESTKC XCI, LLCPARCEL ID 402C004DB 1053 PG 997MB 9995 PG 5615NEW LOT 15CORPORATION OF THE BISHOP OF THECHURCH OF JESUS CHRIST OFLATTER-DAY SAINTSPARCEL ID 402051DB 645 PG 536AFFORDABLE SUITES OFAMERICA INC.PARCEL ID 402B005DB 879 PG 575MB 9995 PG 3750TRACT 13SUMMIT PARK DRIVE60' R/W (PUBLIC)MB 9995 PG 3221(TIE LINE)S77°36'26"W60.06'(TIE LINE)S77°27'23"W59.99'S61°28'01"E298.18' (TOTAL)(TIE LINE)S15°17'51"E105.97'(TIE LINE)S15°17'51"E116.15'L1L2SSMH I3552753.65SSMH-GRIM=778.86OUT=770.01 (E)SSMH-ERIM=775.21IN=762.43 (G)IN=763.16 (F)OUT=762.35 (D)8" PVCSSMH-DRIM=772.21IN=760.27 (E)OUT=760.17 (C)8" PVCSSMH-CRIM=766.46IN=755.60 (D)OUT=755.60 (B)8" PVCSSMH-BRIM=759.29IN=751.32 (C)OUT=751.21 (A)8" PVC8" PVCSSMH-FRIM=772.84OUT=765.05 (E)8" DIPMB 9995 PG 5615APPROXIMATE LOCATION OF40' DRAINAGE EASEMENTMB 9995 PG 561530' SANITARY SEWER/PEDESTRIAN ROUTEEASEMENTMB 9995 PG 3221O
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FWFWFWFWFWFWWWWWWGGGGGGSheet 4 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
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1 - 2/22/18 - FIRST COUNTY SUBMITTAL
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C3.0 SITE & UTILITY PLAN 4/19/2018 11:28:48 AM HP02.CTB BLINTON
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ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018 SITE & UTILITY PLANDRAWING INFORMATIONDRAWING INFORMATIONKnow what'sbelow.before you dig.CallRNORTHSITE KEYS12NEW 1'-6" CONCRETE CURB AND GUTTER. SEE DETAIL.TRANSITION FROM 1'-6" CONCRETE CURB AND GUTTER TO 2'-6" CONCRETE CURB ANDGUTTER. SEE DETAIL.3NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 ANDPAVEMENT SECTION THIS SHEET.4NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 ANDPAVEMENT SECTION THIS SHEET.5NEW DRIVEWAY TO NCDOT AND ROWAN COUNTY STANDARDS. SEE DETAIL 848.02 ONSHEET C7.268NEW HEAVY DUTY CONCRETE PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 ANDPAVEMENT SECTION THIS SHEET.NEW CONCRETE SIDEWALK. SEE DETAIL.NEW ACCESSIBLE RAMP/DEPRESSED CURB IN ACCORDANCE WITH N.C. ACCESSIBILITYCODE, ADA & ROWAN COUNTY REQUIREMENTS. SEE DETAIL.NEW ACCESSIBLE PARKING SIGNAGE. SEE DETAIL.910NEW PAINT STRIPE. 4" WIDE, WHITE IN COLOR (TYPICAL).11121314PROPOSED RETAINING WALL. DESIGN BY OTHERS.NEW SAFETY RAIL. SEE DETAIL.14NEW 20' WIDE GRAVEL FIRE TRUCK ACCESS ROAD CAPABLE OF SUPPORTINGINFREQUENT LOADING OF 80,000 LB FIRE APPARATUS.COMPACTEDSUBBASE* - CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS ANDSUBGRADE. NOTIFY ENGINEER IN CASE OF CONFLICT.TACK COAT(IF REQUIRED)1.5" S 9.5B2" I 19.0B6" PORTLANDCEMENT (4,000 PSI@ 28 DAYS)8" CABC STONE* - 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.HEAVY DUTY PAVEMENT SECTION*HEAVY DUTY CONCRETEPAVEMENT SECTION*COMPACTEDSUBBASE2"/3" SF 9.5A6" CABC STONE* - CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS ANDSUBGRADE. NOTIFY ENGINEER IN CASE OF CONFLICT.NORMAL DUTY PAVEMENT SECTION*COMPACTEDSUBBASECOMPACTEDSUBBASE6" CABC STONEFIRE TRUCK ACCESS GRAVELSECTION*6" CABCSTANDARD CONCRETENEW DOMESTIC WATER LINE4 LF 2" (TYPE K SOFT COPPER) FROM TAP TO METER11 LF 2" FROM METER TO EXPANDER(MATERIAL PER CO. WATER SPECS)425 LF 3" (SDR21 PVC) FROM BACKFLOW TO PUMP ROOM(W5) NEW 1" VALVE & IRRIGATION METERNEW 1" IRRIGATION WATER LINE4 LF (TYPE K SOFT COPPER) FROM TAP TO METER22 LF FROM METER TO BACKFLOW(MATERIAL PER CO. WATER SPECS)(W1) EXIST. 12" WATER MAIN(MATERIAL UNKNOWN)(W2) NEW 8" TAPPING SLEEVENEW 8" FIRE LINE4 LF (RJ DIP) FROM TAP TO METER11 LF (RJ DIP) FROM METER TO BACKFLOW(MATERIAL PER CO. WATER SPECS)420 LF (RJ DIP) FROM BACKFLOW TO PUMP ROOMNOTE:REMAINDER OF ONSITE 8" FIRE LINE SHALL BE (RJ DIP)(W4) NEW 2" VALVE & DOMESTIC METER NEW 8" (RJ DIP) WATER SERVICE(W3) NEW 8" FIRE STUB71241756211WATER & SAN. SEWER KEYSW1W4NEW 2" DOMESTIC WATER METER IN BELOW-GRADE BOX INSTALLED BY CITY WATER.W7NEW 8" REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA) INSTALLED BY SITECONTRACTOR, ABOVE GROUND, WITHIN HEATED INSULATED ENCLOSURE PER CITYWATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAINPORT FOR DISCHARGEWATER. INSTALL TAMPER SWITCHES ON GATE VALVES OR RPDA. SELECTEDBACKFLOW PREVENTION ASSEMBLIES SHALL BE IN ACCORDANCE WITH CITY WATERAPPROVED LIST OF BACKFLOW PREVENTION ASSEMBLIES.W9NEW 2" (DOMESTIC) REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTIONASSEMBLY INSTALLED ABOVE GROUND WITHIN INSULATED ENCLOSURE PER CO.WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAINPORTS FOR DISCHARGEWATER. EACH REQUIRED BPA IS REQUIRED TO BE TESTED BY A CERTIFIED TESTERPRIOR TO PLACING THE WATER SYSTEM IN SERVICE.W10NEW 8" FIRE LINE (RJ DIP) PROVIDE BLOCKING / RESTRAINED JOINTS.NEW 3" DOMESTIC LINE (SDR 21 PVC) (NOTE: NO PVC ALLOWED WITHIN 5' OF EITHEREND OF BACKFLOW PREVENTER).W12NEW FIRE DEPARTMENT CONNECTION. SEE DETAIL.EXISTING 12" WATER LINE.NEW 8" TAPPING SLEEVEW6W11NEW PRIVATE STORZ FIRE HYDRANT. HYDRANT TO BE INSTALLED PER CITY WATER &CITY FIRE DEPARTMENT STANDARDS. HYDRANT TO BE NO FURTHER THAN 6' FROMFACE OF CURB.W5NEW 1" IRRIGATION WATER METER IN BELOW-GRADE BOX INSTALLED BY CITY WATER.W8NEW 1" (IRRIGATION) REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTIONASSEMBLY INSTALLED ABOVE GROUND WITHIN INSULATED ENCLOSURE PER CO.WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAINPORTS FOR DISCHARGEWATER. EACH REQUIRED BPA IS REQUIRED TO BE TESTED BY A CERTIFIED TESTERPRIOR TO PLACING THE WATER SYSTEM IN SERVICE.W2W3NEW 8" FIRE SERVICE STUB AT PROP. LINE, INSTALLED BY CITY WATER.W7W6W8W11W12W9W10218 LF - 6" SDR35 SAN. SEWERNEW SAN SEWER CONNECTION, EXIST. SS MH - C, INVERT IN = 757.6022'8'
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EINSET "A"WATER CONNECTIONSSCALE: 1" = 20'( IN FEET )00001 inch = 40 ft.040204080160FUTURE TRAILERPARKING SPACESFUTURE TRUCKCOURTR64'R40'24'24'24'8'
5'PARKING TABULATIONW1W2S1S2S1S2S1R50'R38'R15'R15'7INSET 'A'SEE THIS SHEETPROPOSED BUILDING100,000 SF WITH 50,000 SFEXPANSION OPTIONFFE: 777.5FUTURE EXPANSION PAD50,000 SFFFE: 777.5'FUTURE TRAILERPARKING SPACESFUTURE TRUCKCOURTPARKING PROVIDED:163 REGULAR SPACES7 ACCESSIBLE SPACES, INCLUDING 1 VAN ACCESSIBLE.TOTAL = 170 PARKING SPACESPROP. FFE: 777.5'PROP. MILL AND OVERLAY 5' OFEXIST. ASPHALT AT END OFNEW DRIVEWAYPROP. 32 LF OF 6" DIPFROM SSCO 3TO SSCO 2PROP. MILL AND OVERLAY 5' OFEXIST. ASPHALT AT END OFNEW DRIVEWAYPROP. DUMPSTERLOCATIONPROP. WALLEITHER SIDE OFRAMPPROP. RETAINING WALL (KEY 12)PROP. SAFETY RAIL (KEY 13)(SEE SHEET C4.0 FOR DETAILS)PROP. SANITARY SEWEREXIST. SSMH C TO PROP. SSCO 5VERT. SCALE: 1"=4'HORIZ. SCALE: 1" = 40'S2S.R. #2667PROP. SANDFILTER BMPNCDEQ STD. C-61099332NOTE: 2" < 3" ADAPTER REQ'D.UTILITY SERVICE KEYSU1NEW UG ELECTRICAL SERVICENEW NATURAL GAS SERVICEU2U2U1W9NOTE:6' SCREENING FENCE2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT 40'40'22'22'18'9'20'9'18'9'40'22'22'20'9'9'18'18'9'STORAGEAREA12,500 SFFFE: 777.59'18'24'18'9'15'8'15PROPOSED CON.C WHEEL STOP15U3NEW CABLE/TELE. SERVICEU3PROP 4' WIDE OPEN CUT TRENCHMILL & OVERLAY 5' OF EXIST.ASPHALT BOTH SIDE OF TRENCH3 - 04/10/18 - RESUBMIT: CITY UTIL.33W11W11BLDG LOOP: 1548 LF33INSTALLED BY CITY4 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
SSMH A2017754.58SSMH B2019759.26SSMH C2037766.41CO2039762.66BORE 101BORE 103SSMH D2053772.16BORE 105SSMH F2066772.81SSMH E2068773.12SSMH G2077778.79CO2079778.21CO2080779.15BORE 107TPED3035764.22PB FO 2.5X43036764.82CO METAL3088773.70BORE 108BORE 109SSMH I3552753.6518" RCPCB-2RIM=760.12IN=752.14 (JB)OUT=752.17 (CB-3)30" RCPCB-3RIM=761.39IN=753.29 (CB-2)OUT=754.27 (CB-4)30" RCPCB-4RIM=762.27IN=753.49 (CB-3)IN=757.39 (CB-6)IN=754.72 (DI-5)30" RCPCB-6RIM=765.64IN=757.49 (CB-7)OUT=754.72 (CB-4)18" RCPCB-7RIM=766.72IN=758.39 (CB-8)OUT=758.39 (CB-6)18" RCPCB-8RIM=764.53OUT=758.73 (CB-7)15" RCPHEADWALLINV=752.10DI-5RIM=761.48OUT=754.88 (CB-4)30" RCP48" RCPHEADWALLINV=752.25CONNECTION INSIDE CULVERTAPPROXIMATE INV=752.14CB-9RIM=762.46OUT=755.71 (CB-10)60' FRONT SETBACK60' FRONT SETBACK20
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120' UTILITY EASEMENTMB 9995 PG 3221LOCLOCLOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCL
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LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
SS SS SSSSSS
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XXXXXX12341234ABCDEFGHJABCDEFGHJ5566KKJ.9J.9J.1J.11.15.9135 LF15" RCP @ 0.50%167 LF18" RCP @ 0.50%127 LF24" RCP @ 0.50%138 LF30" RCP @ 0.25%128 LF24" @ 0.50%39 LF18" @ 1.00%20 LF18" @ 1.00%20 LF18" @ 1.00%27 LF12" @ 1.00%27 LF12" @ 1.00%27 LF12" @ 1.00%27 LF12" @ 1.00%27 LF8" @ 1.00%138 L
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62 LF15" RCP @ 2.26%156 LF24" RCP @ 0.50%77
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766769766767766768770BW:764.51TW:766.06BW:764.78TW:768.32BW:765.28TW:770.40BW:765.61TW:767.20EP:771.91EP:772.60EP:772.60EP:771.91770.92EP:771.84773.47TOP770.70770.76770.62770.74772.81BOT:773.50777.50774.00TOP770.70TC:774.92EP:776.66776.27LP:773.03776.87EP:775.55EP:776.26776.01TC:776.77EP:776.24776.33EP:776.67TC:776.87HP:774.32EOPHP:774.35EPHP:776.10EOPLP:773.05HP:774.73EOPHP:776.31EOP774.79HP:776.02EOPEP:775.94777.10777.46777.30777.17LP:776.74EP:776.11777.46777.30TC:777.17TC:776.87TC:776.87TC:776.87EP:776.26TC:776.87EP:776.07EP:776.00EP:775.20EP:773.46776.77776.26EP:775.69LP:773.05LP:773.07EP:776.25777.37HP:776.29EP761.19EPEP:760.85EP:760.62772.60772.60EP:772.75TC:773.25EP:773.25TC:773.25OF:766.13OF:766.86OF:766.88766.22TOP770.70EP765.46EP764.98EP763.42EP764.60EP763.94HP773.67CL773.74774.14HP:776.81776.612.00%2.10%3.06%2.49%1.48%1.48%1.
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%CB A5CB A4CB A3CBA2FES A1FES C1CB C2FES D1CB D2CB E1765.63765.64CB E2CB E3EP765.631.94%2.08%2.00%Know what'sbelow.before you dig.CallRTRUE NORTHTRUE NORTH( IN FEET )00001 inch = 40 ft.040204080160P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C4.0 GRADING & DRAINAGE 4/19/2018 11:28:52 AM HP02.CTB BLINTON
DRAWING INFORMATIONNORMAL DUTYASPHALTHEAVY DUTYASPHALTHEAVY DUTYCONCRETEGRAVELPAVEMENT HATCH LEGENDSTANDARDCONCRETELIMITS OF CONSTRUCTION12.89 ACRESGRADING 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 APRONLOCLOCSDESDE100.50100.00100.00100PROPOSED BUILDING100,000 SF WITH 50,000 SFEXPANSION OPTIONFFE: 777.5PROP. SANDFILTER BMPNCDEQ STD. C-6Sheet 5 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C4.0DATE
DRAWN BY
ENG
PM
1 - 2/22/18 - FIRST COUNTY SUBMITTAL BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018 GRADING & DRAINAGE PLAN 400'2
5
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'PROP. RETAINING WALLNOTE: CONTRACTOR SHALL APPLY AND OBTAIN ALLPERMITS NECESSARY FOR CONSTRUCTION.STRUCTURAL DESIGN AND CERTIFIATION OF WALLSSHALL BE BY NC PROFESSIONAL ENGINEER (BYOTHERS) AND INCLUDE GLOBAL STABILITY ANALYSIS.DESIGN SHALL BE SUBMITTED TO SITE INSPECTORREVIEWER PRIOR TO CONSTRUCTION.PROP. LOCATION OF FIRE PUMP ROOMDRAIN DISCHARGE LINE. DAYLIGHT 4"PVC AT APPROXIMATELY THISLOCATION. PLACEPLACE STONE OVER FILTER FABRICAT OUTFALL TO PREVENT EROSIONPROP. OUTFALL STRUCTURE(SEE SHEET C5.0)2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT ROCK OUTCROP(FROM ONSITE ROCK STOCKPILE)3 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
760.0770.0780.0790.0760762.0764.0766.0768.0770772.0774.0776.0778.0780782.0784.0786.0788.07900+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+504+755+005+255+505+755+80760.0770.0780.0790.0760762.0764.0766.0768.0770772.0774.0776.0778.0780782.0784.0786.0788.07900+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+504+755+005+255+505+67138 LF OF30" RCP @ 0.25%127 LF OF24" RCP @ 0.50%167 LF OF18" RCP @ 0.50%135 LF OF15" RCP @ 0.50%156 LF OF24" RCP @ 0.50%CB D2
RIM/GRATE: 771.20
INV IN: 768.60 12"
INV OUT: 767.60 24" RCP
138 LF OF12" @ 1.61%CO D4
RIM/GRATE: 776.46
INV IN: 771.14 8"
INV IN: 771.15 8"
INV OUT: 770.81 12"49 LF OF8" @ 2.00%CO D4.1
RIM/GRATE: 776.71
INV IN: 772.12 8"
INV IN: 772.12 8"
INV OUT: 772.12 8"50 LF OF8" @ 1.00%CO D5
RIM/GRATE: 776.79
INV IN: 772.62 8"
INV IN: 772.62 8"
INV OUT: 772.62 8"50 LF OF8" @ 1.00%CO D6
RIM/GRATE: 776.85
INV IN: 773.12 8"
INV IN: 773.12 8"
INV OUT: 773.12 8"50 LF OF8" @ 1.00%CO D7
RIM/GRATE: 776.92
INV IN: 773.62 8"
INV IN: 773.62 8"
INV OUT: 773.62 8"49 LF OF8" @ 1.00%CO D8
RIM/GRATE: 777.13
INV IN: 774.10 8"
INV OUT: 774.10 8"
CB A4
RIM/GRATE: 773.05
INV IN: 769.20 15" RCP
INV OUT: 768.95 18" RCP
CB A3
RIM/GRATE: 773.05
INV IN: 768.11 18" RCP
INV OUT: 767.61 24" RCP
CBA2
RIM/GRATE: 773.07
INV IN: 766.97 24" RCP
INV IN: 766.61 24"
INV OUT: 766.47 30" RCP
2.9'755.0760.0770.0780.0790.0755756.0758.0760762.0764.0766.0768.0770772.0774.0776.0778.0780782.0784.0786.0788.07900+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+73CBA2
RIM/GRATE: 773.07
INV IN: 766.97 24" RCP
INV IN: 766.61 24"
INV OUT: 766.47 30" RCP
128 LF OF24" @ 0.50%CO B1
RIM/GRATE: 776.99
INV IN: 767.75 18"
INV IN: 768.58 8"
INV IN: 772.50 4" PVC
INV OUT: 767.25 24"39 LF OF18" @ 1.00%20 LF OF18" @ 1.00%CO B3
RIM/GRATE: 777.08
INV IN: 769.17 8"
INV IN: 768.34 18"
INV OUT: 768.34 18"20 LF OF18" @ 1.00%CO B4
RIM/GRATE: 774.01
INV IN: 769.37 8"
INV IN: 769.03 12"
INV OUT: 768.53 18"27 LF OF12" @ 1.00%CO B5
RIM/GRATE: 773.92
INV IN: 769.30 12"
INV IN: 769.63 8"
INV OUT: 769.30 12"27 LF OF12" @ 1.00%CO B6
RIM/GRATE: 774.03
INV IN: 769.57 12"
INV IN: 769.90 8"
INV OUT: 769.57 12"27 LF OF12" @ 1.00%CO B7
RIM/GRATE: 774.13
INV IN: 769.83 12"
INV IN: 770.17 8"
INV OUT: 769.83 12"27 LF OF12" @ 1.00%CO B8
RIM/GRATE: 774.06
INV IN: 770.43 8"
INV IN: 770.43 8"
INV OUT: 770.10 12"27 LF OF8" @ 1.00%CO B9
RIM/GRATE: 773.97
INV IN: 770.70 8"
INV OUT: 770.70 8"10 LF OF8" @ 1.00%CO B2
RIM/GRATE: 777.24
INV IN: 768.14 18"
INV IN: 768.97 8"
INV OUT: 768.14 18"755.0760.0770.0780.0790.0755756.0758.0760762.0764.0766.0768.0770772.0774.0776.0778.0780782.0784.0786.0788.07900+000+250+500+751+001+0877 LF OF24" RCP @ 0.50%CB C2
RIM/GRATE: 770.96
INV OUT: 767.21 24" RCPCLASS IV RCP750.0760.0770.0780.0750752.0754.0756.0758.0760762.0764.0766.0768.0770772.0774.0776.0778.07800+000+250+500+751+001+251+501+6062 LF OF15" RCP @ 2.26%30 LF OF15" RCP @ 2.86%CB E2
RIM/GRATE: 764.94
INV IN:761.45
INV OUT:761.35
CB E1
RIM/GRATE: 763.36
INV IN:759.96
INV OUT:759.8620 LF OF15" RCP @ 3.35%CB E3
RIM/GRATE: 765.60
INV OUT:762.12
CB-9
RIM/GRATE: 762.46
INV OUT:755.71
Sheet 6 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C4.1DATE
DRAWN BY
ENG
PM
1 - 2/22/18 - FIRST COUNTY SUBMITTAL BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018 STORM DRAINAGE PROFILES
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C4.1 SD PROFILES 4/19/2018 11:29:00 AM HP02.CTB BLINTON
SCALEVERT. SCALE: 1" = 4'HORIZ. SCALE: 1" = 40'2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT
3 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
(TIE LINE)S77°27'23"W59.99'18" RCP15" RCP60' FRONT SETBACKLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCFW FWFW FW FW FWFWFW FW FW FWFW FW FW FWFWFW FW FWFWFW FW
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1.48%FES A1FES C1CB C2FES D1765.63765.64EP765.631.94%Know what'sbelow.before you dig.CallRNORTH( IN FEET )01 inch = 20 ft.02010204080DRAWING INFORMATIONGRADING 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 APRONLOCLOCSDESDE100.50100.00100.00100PROP. SANDFILTER BMPNCDEQ STD. C-6Sheet 7 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C5.0DATE
DRAWN BY
ENG
PM
1 - 2/22/18 - FIRST COUNTY SUBMITTAL BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018 STORMWATER MANAGEMENT PLAN
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C5.0 SWM 1 4/19/2018 11:29:06 AM HP02.CTB BLINTON
SUMMIT PARK DRIVES.R. #266760' PUBLIC R/W(M.B. 9995, PG. 3221)48"48"24" RCPTOP OF BOX @ ELEV. 769.80INV. OF 24" RCP OUTLET@ ELEV. 765.0PRECAST CONCRETE STRUCTURETINDALL UV4848 OR EQUAL48" X 48" INSIDE DIMENSIONS(MIN. 6" WALL THICKNESS)4"x24" ORIFICEINV. @ ELEV. 767.20DRAINAGE STRUCTURE STEPSPEAKED, PAINTED METAL TRASH RACK WITH ANTIVORTEX PLATEBOLTED TO CONCRETE STRUCTURE2:1 SLOPE, WITH = 2' x 3' HINGED HATCHALIGN WITH STEPS INSIDESECURE HATCH WITH CHAIN & LOCK24" Ø RCPO-RING JTS.SIDE ELEVATIONWEST SAND FILTERNOT TO SCALEPEAKED TRASH RACK WITHANTI VORTEX PLATE2:1 SLOPE, WITH 2' x 3' HINGED HATCHALIGN WITH STEPS INSIDESECURE HATCH WITH CHAIN & LOCKPRECAST CONCRETE BOXTINDALL UV 48" X 48" (INSIDE DIMS)(CONTRACTOR SHALL PROVIDE& INCLUDE WITH SHOP DRAWINGS)24" Ø RCP OUTLET PIPEINV. ELEV: 765.0USE WATER TIGHT BOOT TO SEAL PIPECONNECTION ASTM C923(LINKSEAL OR APPROVED EQUIVALENT )TOP OF BOX ELEV: 769.804' x 4' x 14" CONCRETEANTI-FLOATATION BLOCKOUTLET STRUCTURENOT TO SCALENOTES:USE SIDE WALLS AND BOTTOM OF TRENCH ASFORMCOMPACT OVER-EXCAVATION TO 95% DENSITY(PER ASTM D-698)CONCRETE SHALL BE 3,000-PSICOLLARS TO PROJECT 24" FROM OUTSIDE OF PIPE.MAINTAIN 24" SPACING FROM PIPE JOINTS.CONCRETE ANTI-SEEP COLLARSTYPICAL SECTIONNOT TO SCALE4"x24" ORIFICEINV. @ ELEV. 767.20OUTLET STRUCTURE48"x48" CONCRETE STRUCTURETOP: 769.806"X36" ORIFICE INV.: 769.304"X24" ORIFICE INV.: 767.20INV. OUT: 765.0 (24" RCP)FES24" RCPINV. 764.50ANTI-SEEP COLLARS LOCATED AS SHOWN6" PVC UNDERDRAIN1" WQELEV. 767.1910 YR STORM EVENTELEV. 769.2510 YR STORM EVENT: ELEV. 769.251" WQ ELEV. 767.19BOTTOM OF FOREBAYELEV. 766.0012"SAND FILTERTOP OF SAND ELEV: 765.34TOP OF SAND AREA: 2,650-SFFOREBAY3111PROP. SAND FILTERTYPICAL CROSS SECTIONNOT TO SCALEDAMCLEANOUT(TYPICAL AT ALL BENDS,6" ABOVE GROUND SECUREDWITH WATER TIGHT CAP)CLASS B RIPRAP BERM FACEDWITH #57 WASHED STONE(3:1 SIDE SLOPES)6" MIN. UNDERDRAIN GRAVEL BEDWRAPPED IN FILTER FABRIC (#57WASHED STONE) WITHIN 4' WIDETRENCH.PERFORATED 6" DIA. UNDERDRAIN PIPE @ 0.50% MIN. SLOPE(SCH. 40 PVC OR DOUBLE WALL HDPE.PERFORATIONS SHOULD BE 38" DIA. SPACED 6"ON-CENTER ALONG 3 LONGITUDINAL ROWSSPACED MIN. 10' @ 90° APART)OUTLET STRUCTURE48" x 48" CONCRETE STRUCTURETOP: 769.80INV. OUT: 765.00 (24" RCP)TOP OF DAMELEV: 770.73:1 SIDE SLOPES763765761764762766767760768TOP OF BERM: 770.707696" NON-PERFORATED PVC PIPETO DISCHARGE POINT(SEE PLAN FOR DISCHARGELOCATION)MIN. SLOPE = 0.50%INV. 764.50770771INSTALL 3" OFWASHED #3 OR#4 CRUSHEDSTONE OVERFILTER MEDIA1" WQ PEAK STAGE = 767.19'10YR-6HR PEAK STAGE = 769.25'1"763765761764762766767760768769770771PERMEABLE NON-WOVENFILTER FABRIC ABOVE, BELOW& SIDES OF SAND LAYERMIN. 12" OF CONDITIONED SOIL ( MEDIUM AGGREGATE CONCRETESAND ASTM C33 )GRASSED LEVELSPREADER40'10'10'FOREBAY50YR-6HR PEAK STAGE = 770.01'5010CONCRETE ANTI-SEEPCOLLARS (TYP.)BARREL12"12"24"12"BMP ELEMENT:POTENTIAL PROBLEM:HOW I WILL REMEDIATE THE PROBLEM:ENTIRE BMPTRASH DEBRIS PRESENTREMOVE THE TRASH/DEBRISADJACENT PAVEMENT SEDIMENT IS PRESENT ON THE (IF APPLICABLE)PAVEMENT SURFACEREGRADE THE SOIL IF NECESSARY TOREMOVE THE GULLY, AND THEN PLANT AGROUND COVER AND WATER UNTIL IT ISESTABLISHED. PROVIDE LIME AND AONE-TIME FERTILIZER APPLICATION.VEGETATION IS TOO SHORT OR TOOLONG.MAINTAIN VEGETATION AT ANAPPROPRIATE HEIGHT.THE STRUCTURE IS CLOGGED.UNCLOG THE CONVEYANCE ANDDISPOSE OF ANY SEDIMENT OFFSITE.THE STRUCTURE IS DAMAGED.MAKE ANY NECESSARY REPAIRS ORREPLACE IF DAMAGE IS TOO LARGE FORREPAIR.FOREBAY OR PRETREATMENTAREASEDIMENT HAS ACCUMULATED TO ADEPTH OF GREATER THAN SIXINCHES.SEARCH FOR THE SOURCE OF THESEDIMENT AND REMEDY THE PROBLEM IFPOSSIBLE. REMOVE THE SEDIMENT ANDSTABILIZE OR DISPOSE OF IT IN ALOCATION WHERE IT WILL NOT CAUSEIMPACTS TO STREAMS OR THE BMP.EROSION HAS OCCURRED.PROVIDE ADDITIONAL EROSIONPROTECTION SUCH AS REINFORCEDTURF MATTING OR RIPRAP IF NEEDEDTO PREVENT FUTURE EROSIONPROBLEMS.WEEDS ARE PRESENT.REMOVE THE WEEDS, PREFERABLY BYHAND. IF A PESTICIDE IS USED, WIPE ITON PLANTS RATHER THAN SPRAYING.FILTER BED AND UNDERDRAINCOLLECTION SYSTEMWATER IS PONDING ON THE SURFACEFOR MORE THAN 24 HOURS AFTER ASTORM.CHECK TO SEE IF THE COLLECTORSYSTEM IS CLOGGED AND FLUSH IFNECESSARY. IF WATER STILL PONDS,REMOVE THE TOP FEW INCHES OFFILTER BED MEDIA AND REPLACE. IFWATER STILL PONDS, THEN CONSULT ANEXPERT.OUTLET DEVICECLOGGING HAS OCCURRED.CLEAN OUT THE OUTLET DEVICE.DISPOSE OF THE SEDIMENT OFFSITE.THE OUTLET DEVICE IS DAMAGED.REPAIR OR REPLACE THE OUTLETDEVICERECEIVING WATEREROSION OF OTHER SIGNS OFDAMAGE HAVE OCCURRED AT THEOUTLET.CONTACT THE NC DIVISION OF WATERQUALITY 401 OVERSIGHT UNIT AT919-733-1786.SAND FILTER MAINTENANCE IS THE RESPONSIBILITY OF THE TENANT AND/OR IT'S DESIGNATED PROPERTY MANAGEMENT ASSOCIATION.IMPORTANT MAINTENANCE PROCEDURES:THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE SEDIMENT LOAD TO THE SAND FILTER.THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS SIXINCHES ONCE A YEAR, SAND MEDIA WILL BE SKIMMED.THE SAND FILTER MEDIA WILL BE REPLACED WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.THE SAND FILTER WILL BE INSPECTED BY A PROFESSIONAL ANNUALY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES. RECORDS OF OPERATION AND MAINTENANCE W2ILL BE KEPT IN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON REQUEST.INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIREDIMMEDIATLEY.FLOW DIVERSION STRUCTURESAND FILTER OPERATION & MAINTENANCE PLANSEDIMENT BASIN CONVERSION NOTE:ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED TO PERMANENT GROUND COVERSPECFICATIONS.THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA ISSTABILIZED. ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADEREESTABLISHED TO THE PROPOSED CONTOURS SHOWN.THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSIONCONTROL BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZEDAND APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY REGRADING THE BASINCONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA/UNDERDRAIN PIPING.ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS ANDDISCHARGES THROUGH A 'BLADDER' TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITHEROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.NOTE:ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE NORTH CAROLINA STATE EROSIONCONTROL SEDIMENT CONTROL PLANNING & DESIGN MANUAL BEFORE MEDIA IS PLACED.DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA ARE INSTALLED. ANY SILTTHAT ENTERS THE FACILITY SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE.2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT
16"INV. 6" PVC:764.83INV. 6" PVC:763.5INV. 6" PVC:763.846" PVC INV. 764.54'67'6" PVC DRAIN @ 1% SLOPE(2 PER RIP-RAP SECTION OFBERM - SEE PLAN VIEW)6" PVC DRAINS @ MIN.1% SLOPE IN BERMINV. 6" PVC:765.87'INV. 6" PVC:765.59'SANDFILTER1" WQ PEAK STAGE = 767.19'10YR-6HR PEAK STAGE = 769.10'50YR-6HR PEAK STAGE = 769.59'6"x36" ORIFICEINV. @ ELEV. 769.306"x36" ORIFICEINV. @ ELEV. 769.30PRE AND POST SITE DISCHARGE TO EXIST. DI-53 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
SSMH A2017754.58SSMH B2019759.26SSMH C2037766.41CO2039762.66SSMH D2053772.16SSMH F2066772.81SSMH E2068773.12SSMH G2077778.79CO2079778.21CO2080779.15TPED3035764.22PB FO 2.5X43036764.82CO METAL3088773.70TKC CXVII, LLCPARCEL ID 402C007DB 1124 PG 120TRACT 12MB 9995 PG 6467329,232 sq.ft.7.558 acresTKC XCI, LLCPARCEL ID 402C004DB 1053 PG 997MB 9995 PG 5615NEW LOT 15CORPORATION OF THE BISHOP OF THECHURCH OF JESUS CHRIST OFLATTER-DAY SAINTSPARCEL ID 402051DB 645 PG 536AFFORDABLE SUITES OFAMERICA INC.PARCEL ID 402B005DB 879 PG 575MB 9995 PG 3750TRACT 13SUMMIT PARK DRIVE60' R/W (PUBLIC)MB 9995 PG 3221(TIE LINE)S77°36'26"W60.06'(TIE LINE)S77°27'23"W59.99'S61°28'01"E298.18' (TOTAL)(TIE LINE)S15°17'51"E105.97'(TIE LINE)S15°17'51"E116.15'L1
L2SSMH I3552753.6518" RCPCB-2RIM=760.12IN=752.14 (JB)OUT=752.17 (CB-3)30" RCPCB-3RIM=761.39IN=753.29 (CB-2)OUT=754.27 (CB-4)30" RCPCB-4RIM=762.27IN=753.49 (CB-3)IN=757.39 (CB-6)IN=754.72 (DI-5)30" RCPCB-6RIM=765.64IN=757.49 (CB-7)OUT=754.72 (CB-4)18" RCPCB-7RIM=766.72IN=758.39 (CB-8)OUT=758.39 (CB-6)18" RCPCB-8RIM=764.53OUT=758.73 (CB-7)15" RCPHEADWALLINV=752.10DI-5RIM=761.48OUT=754.88 (CB-4)30" RCP48" RCPHEADWALLINV=752.25CONNECTION INSIDE CULVERTAPPROXIMATE INV=752.14SSMH-GRIM=778.86OUT=770.01 (E)SSMH-ERIM=775.21IN=762.43 (G)IN=763.16 (F)OUT=762.35 (D)8" PVCSSMH-DRIM=772.21IN=760.27 (E)OUT=760.17 (C)8" PVCSSMH-CRIM=766.46IN=755.60 (D)OUT=755.60 (B)8" PVCSSMH-BRIM=759.29IN=751.32 (C)OUT=751.21 (A)8" PVCSSMH-ARIM=754.63IN=745.73 (B)8" PVCSSMH-FRIM=772.84OUT=765.05 (E)8" DIPCB-9RIM=762.46OUT=755.71 (CB-10)20'x36' PERMANENTDRAINAGE EASEMENTMB 9995 PG 3222MB 9995 PG 5615APPROXIMATE LOCATION OF40' DRAINAGE EASEMENTMB 9995 PG 561530' SANITARY SEWER/PEDESTRIAN ROUTEEASEMENTMB 9995 PG 3221O
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'OLD PROPERTY LINEN52°10'57"W 320.88'N76°55'57"E70.75'40' LANDSCAPE EASEMENTMB 9995 PG 322160' FRONT SETBACK60' FRONT SETBACK20' UTILITY EASEMENTMB 9995 PG 3221160.19'137.99'S54°55'45"E715.80' (GROUND)715.70' (GRID)20
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'NEW PROPERTY LINES88°54'12"W 592.08'AREA TO BERECOMBINED WITHPARCEL ID 402C007304,077 sq.ft.6.981 acres20' UTILITY EASEMENTMB 9995 PG 322120'x36' PERMANENTDRAINAGE EASEMENTMB 9995 PG 3222MB 9995 PG 561520' UTILITY EASEMENTMB 9995 PG 3221LOCLOCLOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCL
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766769766767766768770BW:764.51TW:766.06BW:764.78TW:768.32BW:765.28TW:770.40BW:765.61TW:767.20EP:771.91EP:772.60EP:772.60EP:771.91770.92EP:771.84773.47TOP770.70770.76770.62770.74772.81BOT:773.50777.50774.00TOP770.70TC:774.92EP:776.66776.27LP:773.03776.87EP:775.55EP:776.26776.01TC:776.77EP:776.24776.33EP:776.67TC:776.87HP:774.32EOPHP:774.35EPHP:776.10EOPLP:773.05HP:774.73EOPHP:776.31EOP774.79HP:776.02EOPEP:775.94777.10777.46777.30777.17LP:776.74EP:776.11777.46777.30TC:777.17TC:776.87TC:776.87TC:776.87EP:776.26TC:776.87EP:776.07EP:776.00EP:775.20EP:773.46776.77776.26EP:775.69LP:773.05LP:773.07EP:776.25777.37HP:776.29EP761.19EPEP:760.85EP:760.62772.60772.60EP:772.75TC:773.25EP:773.25TC:773.25OF:766.13OF:766.86OF:766.88766.22TOP770.70EP765.46EP764.98EP763.42EP764.60EP763.94HP773.67CL773.74774.14HP:776.81776.612.00%2.10%3.06%2.49%1.48%1.48%1.
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%CB A5CB A4CB A3CBA2FES A1FES C1CB C2FES D1CB D2CB E1SSCO 4SSCO 2765.63765.64CB E2CB E3EP765.631.94%2.08%2.00%EXIST. SSCOKnow what'sbelow.before you dig.CallRTRUE NORTHTRUE NORTH( IN FEET )00001 inch = 40 ft.040204080160DRAWING INFORMATIONLIMITS OF CONSTRUCTION12.89 ACRESGRADING 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 APRONLOCLOCSDESDE100.50100.00100.00100PROPOSED BUILDING100,000 SF WITH 50,000 SFEXPANSION OPTIONFFE: 777.5PROP. SANDFILTER BMPNCDEQ STD. C-6Sheet 8 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C6.0DATE
DRAWN BY
ENG
PM
1 - 2/22/18 - FIRST COUNTY SUBMITTAL BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018
EROSION CONTROL PLAN
PHASE IV
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C6.0 EC PH IV 4/19/2018 11:29:12 AM HP02.CTB BLINTON
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'EROSION CONTROL LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED SILT FENCEPROPOSED SPECIAL SILT FENCEPROPOSED DIVERSION DITCHPROPOSED POROUS BAFFLEPROPOSED RIPRAP APRONPROPOSED INLET PROTECTIONLOCLOCXX100SSFSSFPBPBLIMITS OF CONSTRUCTION12.89 ACRESEROSION CONTROL PLANSPHASES I, II, AND III:REFER TO THE APPROVED MASS GRADING PLAN.NCDEQ PROJECT ID # ROWAN-2018-0072 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT
3 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
SSMH A2017754.58SSMH B2019759.26SSMH C2037766.41CO2039762.66BORE 101BORE 103SSMH D2053772.16BORE 105SSMH F2066772.81SSMH E2068773.12BORE 107TPED3035764.22PB FO 2.5X43036764.82CO METAL3088773.70BORE 108BORE 109LP3416763.54TKC CXVII, LLCPARCEL ID 402C007DB 1124 PG 120TRACT 12MB 9995 PG 6467329,232 sq.ft.7.558 acresTKC XCI, LLCPARCEL ID 402C004DB 1053 PG 997MB 9995 PG 5615NEW LOT 15CORPORATION OF THE BISHOP OF THECHURCH OF JESUS CHRIST OFLATTER-DAY SAINTSPARCEL ID 402051DB 645 PG 536SUMMIT PARK DRIVE60' R/W (PUBLIC)MB 9995 PG 3221(TIE LINE)S77°36'26"W60.06'(TIE LINE)S77°27'23"W59.99'S61°28'01"E298.18' (TOTAL)L
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L2SSMH I3552753.65SSMH-ERIM=775.21IN=762.43 (G)IN=763.16 (F)OUT=762.35 (D)8" PVCSSMH-DRIM=772.21IN=760.27 (E)OUT=760.17 (C)8" PVCSSMH-CRIM=766.46IN=755.60 (D)OUT=755.60 (B)8" PVCSSMH-BRIM=759.29IN=751.32 (C)OUT=751.21 (A)8" PVCSSMH-ARIM=754.63IN=745.73 (B)8" PVCSSMH-FRIM=772.84OUT=765.05 (E)8" DIP20'x36' PERMANENTDRAINAGE EASEMENTMB 9995 PG 3222MB 9995 PG 5615APPROXIMATE LOCATION OF40' DRAINAGE EASEMENTMB 9995 PG 561530' SANITARY SEWER/PEDESTRIAN ROUTEEASEMENTMB 9995 PG 3221O
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'NEW PROPERTY LINES88°54'12"W 592.08'AREA TO BERECOMBINED WITHPARCEL ID 402C007304,077 sq.ft.6.981 acres20' UTILITY EASEMENTMB 9995 PG 322120'x36' PERMANENTDRAINAGE EASEMENTMB 9995 PG 3222MB 9995 PG 561520' UTILITY EASEMENTMB 9995 PG 322168' DUKE ENERGY EASEMENTSS SS SSSSSS
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XXXXXX12341234ABCDEFGHJABCDEFGHJ5566KKJ.9J.9J.1J.11.15.9LANDSCAPE PLAN( IN FEET )00001 inch = 40 ft.040204080160Know what'sbelow.before you dig.CallRTRUE NORTHTRUE NORTHSheet 9 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C7.0DATE
DRAWN BY
ENG
PM
1 - 2/22/18 - FIRST COUNTY SUBMITTAL
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY.DWG C7.0 LANDSCAPE PLAN 4/19/2018 11:29:16 AM HP02.CTB BLINTON
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
BCL
01/25/2018LOADING / STORAGE AREA SCREEN40 - IO40' LANDCAPE AREASTREET TREES & EVERGREENS30'OC MAX - 30 REQ'D.PARKING AREA20 - CC270 MIXED SHRUBS1.ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SETFORTH IN THE AMERICAN STANDARDS FOR NURSERY STOCK BY THEAMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D.C.2.ALL PLANTS SHALL BE COMPACT, UNIFORM, AND WELL GROWN.PLANTS SHALL NOT BE LOOSE, OPEN PLANTS. THE CLIENT'SLANDSCAPE ARCHITECT RESERVES THE RIGHT, IN OUR SOLE OPINION,TO REJECT ANY AND ALL MATERIALS WHICH DO NOT MEET THESEREQUIREMENTS.3.ALL PLANTING BEDS SHALL BE MULCHED A MINIMUM OF 4" WITH PINENEEDLE 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 THEPERIMETER OF THE BED.6.CONTRACTOR MUST PROVIDE A TWO YEAR WRITTEN GUARANTEE FORALL PLANT MATERIALS FROM THE DATE OF FINAL ACCEPTANCE BY THELANDSCAPE ARCHITECT. CONTRACTOR TO PROVIDE TEMPORARYIRRIGATION AS NECESSARY UNTIL PLANTS ARE ESTABLISHED.7.THE SPECIES, VARIETIES, AND SIZE LISTED SHALL BE PROVIDED ASSPECIFIED. SUBSTITUTIONS WILL BE PERMITTED ONLY UPON WRITTENAPPLICATION BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT,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 ALLPLANTS ILLUSTRATED ON THE PLANTING PLAN. IF ANY DISCREPANCIESEXIST BETWEEN THE QUANTITIES LISTED ON THE PLANT LIST AND THEQUANTITIES SHOWN ON THE PLAN, THE CONTRACTOR SHALL PROVIDEALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARESHOWN NOT LABELED, THE CONTRACTOR SHALL VERIFY THE PLANTIDENTITY WITH THE LANDSCAPE ARCHITECT AND THESE PLANTINGSSHALL BE INCLUDED IN THE CONTRACTOR'S INITIAL BID.10.SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATEDTHOROUGHLY BY A MECHANICAL TILLER INTO THE TOP 12" OF SOILTHROUGHOUT SHRUB BEDS.11.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPEARCHITECT AND THE OWNER IN WRITING OF ALL SOIL CONDITIONS THECONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTMATERIALS. PROPER DRAINAGE MUST BE ASSURED.12.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVELSUB-BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING SOIL ANDPLANTING TREES.13.REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL/PLANTING MIX-OR- UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEETTOPSOIL/PLANTING MIX STANDARDS FOR TREES.14.ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE REMOVEDFROM ROOT BALL PRIOR TO BACK FILLING PLANTING PIT. REMOVETOP 1/3 OF BURLAP FROM ROOT BALL.15.ALL SIGNAGE AND SITE LIGHTING TO BE COORDINATED AROUND THETREES LOCATED ON THE PLANTING PLAN. ALL TREES SHOWN ON THEPLANTING PLAN MUST GO IN AS SPECIFIED. ANY CHANGES TO THEPLANTING PLAN COULD RESULT IN A DELAY IN RECEIVING ANDOCCUPANCY PERMIT.16.CONSULT PLANT LIST FOR PLANT SIZES AND SPECIFICATIONS.17.CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TOINSTALLATION. NOTIFY ARCHITECT IF FIELD CONDITIONS WARRANTADJUSTMENT OF PLANT LOCATIONS.18.CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS.QUANTITIES ARE FOR CONVENIENCES ONLY.19.MULCH TO BE PINE NEEDLES.20.GENERAL CONTRACTOR TO SEED ALL DISTURBED AREAS BEYONDPARKING LOT PERIMETER. LANDSCAPE CONTRACTOR SHALL SEEDALL AREAS WITHIN PARKING AS NOTED.21.CONTRACTOR MAY CONTACT THE CITY INSPECTOR FOR APRELIMINARY MEETING TO NEGOTIATE CREDIT FOR EXISTING TREES INTHE BUFFER AREA.LANDSCAPING NOTESLANDSCAPE LEGENDSYMBOLKEYQUANTITYLATIN NAMECOMMON NAMELOCATIONSPACINGROOT/CONTAINERSIZE/CAL.LARGE TREESALL PLANTS ARE MIN. SIZE AT TIME OF PLANTINGQP15QUERCUS PHELLOSWLLOW OAK30' OCALTERNATE W/ ACB & BAS15ACER SACCHARUMSUGAR MAPLEB & BPN6AS SHOWNB & BSMALL TREESCC20CERCIS CANADENSISEASTERN REDBUDINTERNAL & PARKINGLOTAS SHOWNB & B1 1/2" CAL.BRANCHING 8' MIN.SHRUBSIC100ILEX CORNUTADWARF BURFORD HOLLYEQUAL MIXGROUPS OF 5-73 GAL. MIN18 - 24"FOUNDATION ANDPARKING ISLANDS10010012-18"EQUAL MIXGROUPS OF 5-73 GAL. MIN2" CAL.BRANCHING 8' MIN.MAIN ENTRANCEEQUAL MIX6 & 8' HT.IO40ILEX OPACAAMERICAN HOLLYAS SHOWNB & BLOADING DOCKSCREENING4-5' HT.STREETSTREET2" CAL.BRANCHING 8' MIN.PINUS NIGRAAUSTRIAN PINERHODODENDRON SP.REBLOOMING AZALEAEQUAL MIXGROUPS OF 5-73 GAL. MINRNANDINA DOMESTICAHEAVENLY BAMBOO12-18"NDFOUNDATION ANDPARKING ISLANDSFOUNDATION ANDPARKING ISLANDS30'TYP.30' OCALTERNATE W/ QP6 - PN2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT 30 MIXED SHRUBS3 - 04/19/18 - RESUBMIT: NCDEQ
04/19/2018
ACCESSIBLE PARKING AND50.10ASUPPLEMETAL SIGN DETAILSEE STANDARD NO. 50.10C FOR12"x9"CLDSM 50.10CMUTCDR7-812"x18"12"x18"R7-1MUTCDCABCCSIGNAGE STANDARDSVANACCESSIBLESPACEPARKING SPACE PAVEMENT MARKINGSBCSEE STD. NO50.09 FOR DIMENSIONSNOTES:ACCESSIBLE ROUTE(SEE NOTE 3)1 TO 2526 TO 5051 TO 7576 TO 100101 TO 150151 TO 200201 TO 300301 TO 400401 TO 500987654321222111111TOTAL PARKING SPACES 1 IN EVERY 6REFERENCE: SECTION 1106 OF NC STATE BUILDING CODEACCESSIBLE PARKING REQUIREMENTSPROVIDEDMINIMUM NUMBEROF ACCESSIBLE SPACESSPACES REQUIREDMINIMUM NUMBER OFTO BE VAN ACCESSIBLEACCESSIBLE SPACES REQUIRED501 TO 10001001 AND OVERACCESSIBLE SPACES1 IN EVERY 6ACCESSIBLE SPACES2% OF TOTALEACH 100 OVER 100020 PLUS 1 FOR12"x6"R7-8PCLDSM 50.10C12"x9"12"x18"R7-8MUTCDA8'8'5'8'8'8'NOT TO SCALEREV.STD. NO.12OPTIONALACCESIBLELOADINGZONE SIGNVANACCESSIBLESPACE5'11'ABNOTE:ONE OUT OF EVERY SIX(6) ACCESSIBLESPACES, BUT NOT LESSTHAN ONE, IS REQUIREDTO BE VAN ACCESSIBLE,PER SECTION 1106.5 OFNC STATE BUILDINGCODE(OPTION 1)(OPTION 2)1.ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICHPEDESTRIANS ARE NOT EXPECTED TO USE.2.REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENTOF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONSUPPLEMENT.3.IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED ATLOADING ZONE AREA.4.SIGNAGE MUST NOT OBSTRUCT ACCESSIBLE ROUTE OR RAMPS.MUTCDSIGNAGE(SEE NOTE 4)BSUPPLEMENTAL VAN ACCESSIBLE50.10BSIGN (R7-8P)ABCDEFGHJKL1263/83/81-1/2D1/21D2-1/241-1/21-1/2DIMENSIONS (INCHES)INCREASE SPACING 50%D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT) LEGEND AND BORDER - GREENBACKGROUND - WHITER7-8P*SERIES D LETTERSFINISHED GRADE(SEE STD. NO 50.10A NOTE 1)
5 FT. OR 7 FT.SIGN CLDSM #50.10CSIGN R7-8PSIGN R7-8EEHGFCDBAJ(*)J(*)KKNOT TO SCALEREV.STD. NO.9SUPPLEMENTAL ACCESSIBLE50.10CSIGNFINISHED GRADELEGEND AND BORDER - GREENBACKGROUND - WHITESIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6NOTE:SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7-8P) USED IF THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEESTD. NO. 50.10B)(SEE STD. NO 50.10A NOTE 1)
5 FT. OR 7 FT.SIGN CLDSM #50.10CSIGN R7-83/8" (TYPICAL)3/8" (TYPICAL)1
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"9"NOT TO SCALEREV.STD. NO.SIGN R7-8P (CLDSM50.10B)THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8 PARKINGSIGNS ERECTED AFTER DECEMBER 31,19909SAFETY RAILABCABCGENERAL NOTES:ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.4.3.2.1.1'-9"8'-0" MAX.2'-0"1'-9" 1'-6" MIN.4'-0"1'-6" MIN.1'1'NOT TO SCALEGENERAL NOTES:A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIREDIN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TOREQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESSDISTRICT WILL BE DETERMINED BY THE CDOT. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALLBE A MINIMUM OF 4'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.PROPOSED CURB & GUTTER1/2" EXPANSION JOINTPROPOSED 4" CONCRETE SIDEWALKRIGIDSTRUCTUREDETAILS SHOWING EXPANSION JOINTSIN CONCRETE SIDEWALKTRANSVERSE EXPANSIONGROOVE JOINT IN SIDEWALKCONCRETE SIDEWALKSEXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT INADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE6.5.4.3.2.1.JOINT IN SIDEWALK1/8" RADIUSJOINT FILLER4"1/8" TO 1/4" 1/2"1/8"4"1"ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS7.WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.1/4" PER FOOTTRUNCATED DOME PLAN VIEWPLAN AND CROSS-SECTIONTRUNCATED DOMES4'-0" MIN. (VARIES WITH WIDTH OF RAMP)0.4"0.9"0.2"(1.6" TO 2.4")2'-0"NOTES:TRUNCATED DOME SPACINGTRUNCATED DOME SECTION(1.6" TO 2.4")1.ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR EMBEDDED PRODUCTAPPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR APPROVAL OFTHE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).2.WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.3.LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.4.DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.5.DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF TRAVEL TOPERMIT WHEELS TO ROLL BETWEEN DOMES.6.DETECTABLE WARNING AREA SHALL BE COLORED BLACK7.IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.8.MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.TRANSVERSE EXPANSION JOINTJOINT FILLERSURFACE OF GUTTER1/8" RADIUS (TYPICAL)1/8"1'-6" STANDARD CURB AND GUTTER1'-6"CONCRETE CURB AND GUTTER2'-6" STANDARD CURB AND GUTTER1/8" RADIUS6 1/2" 1. TRANSITION TO BE ALONG BACK OF CURB.NOTES:10.202'-6" CURB AND GUTTER1'-6" CURB AND GUTTERBACK OF CURBCONTRACTION JOINTSEE STD. 10.17B GENERAL NOTESLIP OF GUTTER/EDGE OF PAVEMENTPLAN VIEW10'-0"10'-0"NOT TO SCALEREV.STD. NO.CURB TRANSITION2'-6" CURB AND GUTTER TO1'-6" CURB AND GUTTERNOTES:6"12"1/2" RADIUS6"1/8" RADIUS3" RADIUS6 1/2"1'-0"1.CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A 10-FOOT SPACING MAY BE USED WHEN A MACHINEIS USED. JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.2.CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTSARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.3.ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONSWITH JOINTS IN ABUTTING SIDEWALK.4.CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.5.CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.6.TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.6"12"1/2" RADIUS6"3" RADIUS2'-6"1'-6"ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.FOR EXAMPLE:2.3.1.NOTES:BACKFILL AS SPECIFIEDBERM OUTSIDE OF ROOTBALL4" HIGH / 6" WIDE MAXIMUM 4" MAXIMUM LAYER OF MULCH 32"MIN. ROOT BALL DIA.24"RAISE PIT BOTTOM TO SET ROOT CROWNAT THE CORRECT HEIGHT. FIRM SOIL UNDER3"2"14-16'12-14'HEIGHT (RANGE)BASKET WHERE PRESENTCALIPER18'16'MAX. HEIGHTROOT BALL.MIN. ROOT BALL DEPTH21"16"ROOT BALL DIA.AND ANY NAILS/PINS, ETC.REMOVE TOP 1/3 BURLAPREMOVE TOP 1/3 OF WIREFROM ROOT CROWN REMOVE TYPICAL EXCESS SOIL 3/4" NYLON STRAPBE AT FINISH GRADE ROOT CROWN TO DRIVEN IN LINE WITH STRAPWITH CENTERED 3/8" HOLE3 - 1"x2"x18" WOOD STAKESVARIES12"6" SLIP KNOT WITH STOP KNOT.6" LARGER THAN TREE DIAMETERKEEP MULCH AWAY FROM TRUNK 1" TO 2"REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A4.LEGAL MANNER.EQUALLY SPACED AROUND TREERESEED UNMULCHED, DISTURBED AREAS.5.UNDISTURBED SOIL FINISH GRADE40.01NOT TO SCALEREV.STD. NO.TREE PLANTING(FOR SINGLE AND MULTI-STEM TREES)STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OFARBORIST.TREE PROTECTION DETAIL40.02ONE FOOT FOR EACHINCH OF TRUNK DIAMETER6' MINIMUM WIDTHDEAD TREES AND SCRUB OR UNDERGROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUBBINGALLOWED UNDER DRIP LINE.PLACE BARK MULCH AT AREASNOT PROTECTED BY BARRIER.TREE LIMBREMOVAL6" BARKMULCH,DRIP LINE SEE APPROVED TREEPRESERVATION PLAN FORREQUIRED RADIUSPLAN VIEW OF ROOT ZONEOF ARBORICULTURE SPECS.WHICHEVER IS GREATEROR 1/2 HEIGHT OF TREEMAY BE USED. OR ORANGE SAFETY FENCINGNOTES:1.2.FOR 2" CAL. TREES OR SMALLER2"x4" STANDARDS + 1"x4" RAILSOF TREE BARRIERFOR PRUNING SEEINTERNATIONAL SOCIETY3.REFER TOLANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREEREMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.STANDARDS SECTION 01000REGARDING TREE PROTECTION.CITY OF CHARLOTTE LANDSCAPE CONSTRUCTIONFOR GENERAL SPECIFICATION PROTECTION FENCES.3'-0"3'-0"REV.STD. NO.3. TAMP PLANTING MIX FIRMLY EACH PLANT BALL.5. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER AS PIT IS FILLED AROUND INSTALLATION. WHEN IRRIGATION SYSTEM IS PRESENT.4. OMIT COLLAR AROUND EACH SHRUBNOTES:INSTALL CONTAINERIZED PLANTS ATFINSHED GRADESCARIFY ROOT MASS OFCONTAINERIZED PLANT MATERIAL.SMALL SHRUB/TREE PLANTING40.05BREV.STD. NO.TYP. COLLARMIN. 2" HT.2-3" LAYER OFAPPROVED MULCHUNDISTURBED SOIL3-6" FROM ROOT BALL EDGE,BACKFILL AS SPECIFIEDROOT BALLINDIVIDUAL9SLOPE "A" 12:1SLOPE "B" 1/4"/FTSLOPE "C" 1/2"/FTAAB
CBCBPLAN VIEW-PARALLEL RAMPPLAN VIEW-DIAGONAL RAMPMONOLITHIC CURB AND SIDEWALKACCESSIBLE RAMP STANDARDEXP. JOINTEXP. JOINT6'-0"6'-0"4'-0"GROOVE JOINTFACE OF CURBBACK OF WALKSIDEWALKAPPROVED DATE 10.34AEXP. JOINTEXP. JOINT6'-0"6'-0"4'-0"SIDEWALKGROOVE JOINTCURB LIPEDGE OF PAVEMENTBACK OF WALKCBABCBA 3'-0" MIN. CONTINUOUSPASSAGE5' TRANSITION FROM 4' WALKTO 6' WALK. ALL WALKS MUSTPASSAGE3'-0" MIN. CONTINUOUSBE A MIN. 6' WIDTH AT RAMP.WALK
WALK
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EDGEOFPAVEMENTSTD. NO.REV.NOTE:TRUNCATED DOMES COLOREDPER STD. NO. 10.35BPER STD. NO. 10.35BTRUNCATED DOMES COLOREDNOTE:5'4'6'5'4'
6'Sheet 10 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C8.1DATE
DRAWN BY
ENG
PM
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
TCru
01/16/2018 SITE & UTILITY DETAILS
PROJECT
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY - DETAILS.DWG C7.1 DETAILS 4/19/2018 11:29:26 AM HP02.CTB BLINTON
TYPICAL BED CROWNINGTYPICAL PLANTING BED DETAILTYPICAL PLANTING BED PLAN10' (EX.)10" (EX.)2.1.SHRUB PLANTING BED40.05REV.STD. NO.1 - 2/22/18 - FIRST COUNTY SUBMITTAL
2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT
Sheet 11 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C8.2DATE
DRAWN BY
ENG
PM
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
TCru
01/16/2018 SITE & UTILITY DETAILS
PROJECT
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY - DETAILS.DWG C7.2 DETAILS 4/19/2018 11:29:29 AM HP02.CTB BLINTON
1 - 2/22/18 - FIRST COUNTY SUBMITTAL
2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT
Sheet 12 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C8.3DATE
DRAWN BY
ENG
PM
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
TCru
01/16/2018 SITE & UTILITY DETAILS
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY - DETAILS.DWG C7.3 DETAILS 4/19/2018 11:29:39 AM HP02.CTB BLINTON
1 - 2/22/18 - FIRST COUNTY SUBMITTAL
2 - 04/03/18 - RESUBMIT: CITY UTIL, CO. ZONING, NC DOT