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03 - 2022.02.02_IKA Expansion (TRC Review Set) EXISTING PRIVATE DRIVE NORTH C H A S E P A R K W A Y S O U T H E A S T SR 2257 60' PUBLI C R / W ENTERPRISE DRIVE50' PUBLIC R/WIKA WESTERN EXPANSION01683-0004www.mckimcreed.com 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-8282 TRC SUBMITTALIKA WESTERN EXPANSION FOR NC LICENSE NO. F-1222 BEFORE YOU DIG STOP AVOID UTILITY DAMAGE CALL NC ONE CALL 1-800-632-4949 PHONE# 1-800-632-4949 NOT TO SCALE VICINITY MAP Site CORPORATE DRENTERPRISE DR N COLLEGE RD LEGEND D R I-40 NORTHC H A S E PKY SE IKA WORKS, INC. TRC SUBMITTAL FEBRUARY 7, 2022 NEW HANOVER COUNTY, NORTH CAROLINA NORTH Sheet Number Sheet Title Sheet Description 1 G-001 COVER 2 CX101 EXISTING CONDITIONS 3 CS101 SITE AND UTILITY PLAN 4 CE101 EROSION CONTROL PLAN PHASE 1 5 CG101 GRADING AND DAINAGE PLAN 6 CL101 LANDSCAPE PLAN 7 CS501 SITE AND UTILITY PLANS 8 CE501 SEDIMENT AND EROSION CONTROL DETAILS 9 CG501 GRADING AND DRAINAGE DETAILS 10 CU501 CFPUA DETAILS 11 CL501 LANDSCAPE DETAILS PROJECT DATA NAME OF PROJECT: IKA WESTERN EXPANSION NEW HANOVER COUNTY, NORTH CAROLINA OWNER: IKA WORKS, INC 2653 NORTHCHASE PKWY SE WILMINGTON, NC 28405 DEVELOPER: IKA WORKS, INC 2653 NORTHCHASE PKWY SE WILMINGTON, NC 28405 CONTACT: RAY WATKINS (910) 452-7059 PREPARED BY: MCKIM & CREED, INC 243 NORTH FRONT ST WILMINGTON, NC 28401 PHONE: (910)343-1048 FAX: (910)251-8282 CONTACT: RICHARD A. MOORE, PE EMAIL: RAMOORE@MCKIMCREED.COM COUNTY AND AGENCY CONTACTS A.New Hanover County Planning Planning and Land Use 230 Government Center Drive, Suite 110 Wilmington, NC 28403 (910)798-7165 B.New Hanover County Engineering 230 Government Center Drive, Suite 160 Wilmington, NC 28402-1810 (910) 798-7051 C.New Hanover County Sediment and Erosion Control 230 Government Center Drive, Suite 160 Wilmington, NC 28403 (910) 798-7432 D.Cape Fear Public Utility Authority 235 Government Center Drive Wilmington, NC 28403 (910) 332-6626 PROJECT LIMITS PROPERTY BOUNDARY LOCATION MAP NOT TO SCALE 2653 Northchase Parkway SE Wilmington, NC 28405 Phone: (910) 452-7059 EXISTING PRIVATE DRIVEN/FSOUTHERN PROPERTIES OF WILMINGTON, LLCDB 2465 PG 588EXISTING IKA FACILITYFLOOR ELEV. = 38.60N 73°23'10" E 147.49'N 05°10'15" W 191.08'N 17°27'52" W 326.86'S 73°23'10" W 398.42' TotalEXISTING IKA FACILITY FLOOR ELEV. = 38.60 NORTHCHASE PARKWAY SOUTHEASTSR 225760' PUBLIC R/WENTERPRISE DRIVE 50' PUBLIC R/WN/FKOHUT HOLDINGS, LLCDB 6127 PG 16N/FSTATE EMPLOYEES CREDIT UNIONDB 6046 PG 2958N/FNEW HANOVER COUNTY BOARD OF EDUCATIONTRASK MIDDLE SCHOOLDB 2050 PG 944N/FRHGC INVESTMENTS, LLCDB 5806 PG 398N/FWHISENANT CHRISTOPHER JDB 6365 PG 2054N/FJOHNSON KRISTIN GDB 5440 PG 273N/FMERIDIAN VILLAGE LLCDB 2228 PG 672N/FIKA WORKS, INCDB 5682 PG 141N/FIKA WORKS, INCDB 5006 PG 12232ND FLOOROVERHANGFOOTPRINTPROPERTY LINE (TYP)EXISTING DRAINAGE EASEMENT (TYP)EXISTING DRAINAGE EASEMENTWIDTH VARIES (TYP)4" SANITARY SEWERSERVICE CLEAN-OUT (TYP)4" SDR26 SANITARY SEWER SERVICEFIRE HYDRANTASSEMBLY (TYP)METAL STORAGEBUILDINGMETAL STORAGEBUILDINGFIRE HYDRANTASSEMBLY (TYP)STORMWATER POND MAIN BAYFOREBAYWATER METER6" REDUCED PRESSUREDETECTOR ASSEMBLY58" WATER METER1" BACKFLOWPREVENTOR (RPZ)1" PLUG VALVE4" SANITARY SEWERSERVICE CLEAN-OUT (TYP)EXISTING GRAVELED AREA6" C900 DR18PVC FIRE MAIN1" PE SDR9 WATER MAIN6" GATE VALVE20' DRAINAGE EASEMENTEXISTING CURB AND GUTTER (TYP)EXISTING SIDEWALK (TYP)DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comNC ENGINEERING LIC. No. F-1222NOT TO SCALEVICINITY MAPSiteCORPORATE DRENTERPRISE DR N COLLEGE RDLEGEND DRI-40NORTHCHASEPKY SEIKA WORKS, INC.2635 NORTHCHASEPARKWAY SEWILMINGTON, NC 28405IKA WORKS, INC.WESTERN EXPANSIONNEW HANOVER COUNTY, NCJANUARY 21,2022TRC SUBMITTALRASRASRAMRAM243 North Front StreetPhone: (910)343-1048 , Fax: (910)251-8282Wilmington, North Carolina 2840101683-00041"=40'NA040'40'80'SCALE: 1"=40' (Horiz.)WESTERN EXAPNSION SURVEY NOTES:·Boundary referenced to Deed Book 2332 Page 115, DeedBook 5127 Page 1010, Map Book 31 Page 293, Map Book 49Page 53, references as shown, and existing field conditions.·This property is not located within a Special Flood HazardArea.·Vertical Datum based on NAVD 88.·Any and all developmental restrictions (Federal, State, Local,P.O.A., H.O.A., Deed, Etc.) must be verified with the partiesresponsible for enforcing those restrictions prior to any designor construction1.TOPOGRAPHIC, SUBSURFACE, AND PROPERTY BOUNDARYINFORMATIONTAKEN FROM W.K. DICKSON (WILMINGTON, NC) GEOMATICSDRAWING FILES, IN AUGUST 2011.2.PRIVATE AND PUBLIC UTILITIES HAVE BEEN MARKED BY NCONE-CALL AND WK DICKSON AND ARE SHOWN. UNDERGROUNDUTILITIES OTHER THAN THOSE SHOWN HEREON MAY EXIST.3.HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.4.THIS TOPOGRAPHIC SURVEY WAS CONDUCTED TO 1 FOOTCONTOUR INTERVAL.EASTERN SITE SURVEY NOTES:CX1012EXISTING CONDITIONS EXISTING PRIVATE DRIVEN/FSOUTHERN PROPERTIES OF WILMINGTON, LLCDB 2465 PG 588EXISTING IKA FACILITYFLOOR ELEV. = 38.60N 73°23'10" E 147.49'N 05°10'15" W 191.08'N 17°27'52" W 326.86'S 73°23'10" W 398.42' TotalEXISTING IKA FACILITY FLOOR ELEV. = 38.60 NORTHCHASE PARKWAY SOUTHEASTSR 225760' PUBLIC R/WENTERPRISE DRIVE 50' PUBLIC R/WN/FKOHUT HOLDINGS, LLCDB 6127 PG 16N/FSTATE EMPLOYEES CREDIT UNIONDB 6046 PG 2958N/FNEW HANOVER COUNTY BOARD OF EDUCATIONTRASK MIDDLE SCHOOLDB 2050 PG 944N/FRHGC INVESTMENTS, LLCDB 5806 PG 398N/FWHISENANT CHRISTOPHER JDB 6365 PG 2054N/FJOHNSON KRISTIN GDB 5440 PG 273N/FMERIDIAN VILLAGE LLCDB 2228 PG 672N/FIKA WORKS, INCDB 5682 PG 141N/FIKA WORKS, INCDB 5006 PG 12232ND FLOOROVERHANGFOOTPRINTRECESSEDLOADING DOCKDRIVE-IN DOCKPROPERTY LINE (TYP)EXISTING DRAINAGE EASEMENT (TYP)EXISTING DRAINAGE EASEMENTWIDTH VARIES (TYP)EXISTING STORMWATER PONDEXISTING STORMWATER PONDPROPOSED IKA FACILITYEXPANSIONFLOOR ELEV. = 38.6017.5'9.0'R2.50'R5.00'R5.00'R20.00'9.0'9.0'50.7'FC-FC8.0' SIDEWALKSEE DETAIL 4, CS5015.0' SIDEWALKSEE DETAIL 4, CS5019PROPOSED 2' CURBAND GUTTER (TYP)PROPOSED ADA CURB RAMPSEE DETAIL 10, SHEET CS501PROPOSED 4" SANITARY SEWERSERVICE CLEAN-OUT (TYP)PROPOSED 4" SANITARYSEWER SERVICETIE TO EXISTING SIDEWALKAND MATCH EXISTINGWET TAP EXISTING 1" WATERSERVICE AND EXTEND75.0'TIE TO EXISTING CURBPORTION OF CURB TOBE REMOVED16.0'DEMO 12 LF OF 4" SANITARYSEWER SERVICE ANDREMOVE CLEAN-OUT.PROPOSED ADA SIGNSEE DETAIL 9, SHEET CS501PROPOSED ADA SIGNSEE DETAIL 9, SHEET CS501STAIRS (BY OTHERS)10.0'EXTEND 6" C900 DR18 PVCFIRE MAIN6" GATE VALVE38666661"=40'NA040'40'80'SCALE: 1"=40' (Horiz.)DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comNC ENGINEERING LIC. No. F-1222NOT TO SCALEVICINITY MAPSiteCORPORATE DRENTERPRISE DR N COLLEGE RDLEGEND DRI-40NORTHCHASEPKY SEIKA WORKS, INC.2635 NORTHCHASEPARKWAY SEWILMINGTON, NC 28405IKA WORKS, INC.WESTERN EXPANSIONNEW HANOVER COUNTY, NCJANUARY 21,2022TRC SUBMITTALRASRASRAMRAM243 North Front StreetPhone: (910)343-1048 , Fax: (910)251-8282Wilmington, North Carolina 2840101683-0004UTILITY NOTES:1.PRECONSTRUCTION MEETING REQUIRED PRIOR TO CONSTRUCTION.2.FEES TO BE PAID PRIOR TO PRECONSTRUCTION MEETING.3.CFPUA COMMUNITY COMPLIANCE APPLICATION MUST BE SUBMITTED FOR REVIEW ANDAPPROVAL.CS1013SITE AND UTILITY PLANSITE INVENTORY NOTES:1.SOIL TYPES:MURVILLE AND LEON (HSG TYPE A AND B) SANDS2.THERE ARE NO CONSERVATION OVERLAY ZONES AFFECTING THIS PROPERTY.3.THIS SITE IS NOT IMPACTED BY ANY HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE.4.NO CEMETERIES WERE EVIDENCED ON THE SITE.5.TREES ARE LOCATED ON SITE AND WILL BE PROTECTED PER PLANS AND NOTES.6.NO WETLANDS HAVE BEEN FOUND ON THE SITE.7.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THESITE.8.THE TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA DESIGNATED BY FEMA.9.THE TRACT DRAINS INTO SMITH CREEK WATERSHED (CLASS C).10.ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTYLAND DEVELOPMENT CODE AND IKA STANDARDS.11.ALL CITY, STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED, WHEREAPPLICABLE.12. STATE STORMWATER PERMIT NUMBER SW8 880910 SITE DATA TABLEGENERAL INFORMATIONPROPERTY OWNER:IKA WORKS, INCPARCEL ID:R02620-003-002-000,R02620-003-009-000, R02620-003-015-000CURRENT ZONING:PD - PLANNED DEVELOPMENTTOTAL ACREAGE (OVERALL DEVELOPMENT):8.45 AC (367,961 SF)PROPOSED USE:COMMERCIAL/ INDUSTRIALADDRESS:2635 NORTHCHASE PARKWAY SEBUILDING HEIGHT37'-8" (TOP OF ROOF DECK)BUILDING SETBACKSREQUIREDPROPOSEDFRONT50'SEE PLAN SIDE50'SEE PLAN REAR50'SEE PLANIMPERVIOUS AREAEXISTING BUA173,260 SFPROPOSED BUA27,041 SFTOTAL BUA (EXISTING + PROPOSED)200,301 SF (4.60 AC)PARKING CALCULATIONSEXISTING87 SPACES (INCLUDES 5 ADA SPACES)REQUIRED1.5 PER 1,000 SF OF GFLA12,450 SF /1000 *1.5= 19 SPACESPROPOSED50 SPACES (INCLUDES 2 ADA SPACES)TOTAL (EXISTING + PROPOSED)137 SPACES (INCLUDES 7 ADA SPACES) EXISTING PRIVATE DRIVESOUTHERN PROPERTIES OF WILMINGTON, LLCEXISTING IKA FACILITYFLOOR ELEV. = 38.60N 73°23'10" E 147.49'N 05°10'15" W 191.08'N 17°27'52" W 326.86'S 73°23'10" W 398.42' TotalEXISTING IKA FACILITY FLOOR ELEV. = 38.60 NORTHCHASE PARKWAY SOUTHEASTSR 225760' PUBLIC R/WENTERPRISE DRIVE 50' PUBLIC R/WN/FKOHUT HOLDINGS, LLCDB 6127 PG 16STATE EMPLOYEES CREDIT UNIONN/FNEW HANOVER COUNTY BOARD OF EDUCATIONTRASK MIDDLE SCHOOLDB 2050 PG 944N/FRHGC INVESTMENTS, LLCDB 5806 PG 398N/FWHISENANT CHRISTOPHER JDB 6365 PG 2054DB 5440 PG 273DB 2228 PG 672N/FIKA WORKS, INCDB 5682 PG 141N/FIKA WORKS, INCDB 5006 PG 12232ND FLOOROVERHANGFOOTPRINTGUTTER BUDDY INLETPROTECTION (TYP)SEE DETAIL 2, SHEET CE501PROPERTY LINE (TYP)EXISTING STORMWATER PONDEXISTING STORMWATER PONDLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFEXISTING GRAVEL AREA TOBE USED AS TEMPORARYCONSTRUCTION ENTRANCELIMITS OF DISTURBANCE (TYP)TEMPORARY SILT FENCE (SF-2)SEE DETAIL 1, SHEET CE501PROPOSED IKA FACILITYEXPANSIONFLOOR ELEV. = 38.60SFSFSFTEMPORARY SILT FENCE (SF-1)SEE DETAIL 1, SHEET CE5011"=30'NA030'30'60'SCALE: 1"=30' (Horiz.)NORTHDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comNC ENGINEERING LIC. No. F-1222NOT TO SCALEVICINITY MAPSiteCORPORATE DRENTERPRISE DR N COLLEGE RDLEGEND DRI-40NORTHCHASEPKY SEIKA WORKS, INC.2635 NORTHCHASEPARKWAY SEWILMINGTON, NC 28405IKA WORKS, INC.WESTERN EXPANSIONNEW HANOVER COUNTY, NCJANUARY 21,2022TRC SUBMITTALRASRASRAMRAM243 North Front StreetPhone: (910)343-1048 , Fax: (910)251-8282Wilmington, North Carolina 2840101683-0004EROSION CONTROL NOTES:1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS AVIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TOA FINE. LIMITS OF DISTURBANCE 1.35 ACRES.2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROLPLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND ISSUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATES THE DISTURBANCE OFMORE THAN 1 CUMULATIVE ACRE WILL BE REQUIRED TO GET AN EROSIONCONTROL PERMIT FROM NEW HANOVER COUNTY.3.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDARDAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. ALL OTHER AREASSHOULD BE STABILIZED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS,WHICHEVER IS SHORTER, AFTER ANY PHASE OF ACTIVITY.4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BY A REPRESENTATIVE OF THE NEW HANOVER COUNTY ENGINEERINGDEPARTMENT.5.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.6.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UP ON BY FIELDINSPECTOR, ENGINEER, AND OWNER.7.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKINGDAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESSWRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.8.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALLINSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROLMEASURES.9.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BECOMPLETE PRIOR TO ANY RAIN EVENT.EROSION CONTROL MAINTENANCE PLAN:1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ANDREPAIRED, AS NECESSARY, EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALLOCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH.2.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALLPHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTIONACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONALCONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TOCONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARYCONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE ANDTHE SITE IS STABILIZED.3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMESABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACEDAS NECESSARY TO MAINTAIN A BARRIER.4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHEDACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN AVIGOROUS, DENSE VEGETATIVE COVER.5.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENTACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT.STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TOMAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOILFROM PAVEMENT, AS REQUIRED.6.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" ORGREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHEROBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARENOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE CLEANED OUTWHEN IT IS HALF FULL.GROUND STABILIZATION CRITERIASITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAMESTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES,DITCHES AND SLOPES7 DAYSNONEHIGH QUALITY WATER ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10 FT OR LESS ININ LENGTH AND ARE NOTSTEEPER THAN 2:1, 14 DAYS AREALLOWEDSLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50 FT IN LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)LIMITS OF DISTURBANCE = 1.35 ACLAT: 34° 18' 12" NLONG: 77° 52' 27" WCONSTRUCTION SEQUENCE:1.ESTABLISH LIMITS OF DISTURBANCE AS SHOWN.2.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THESTART OF ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR,ENGINEER, AND CONTRACTOR SHALL MEET AT THE NEW HANOVER COUNTYEROSION CONTROL INSPECTOR'S OFFICE.3.COORDINATE DISCONNECTION OF ANY EXISTING UTILITIES.4.USE EXISTING GRAVEL AREA AS SHOWN FOR TEMPORARY GRAVEL CONSTRUCTIONENTRANCE. INSTALL INLET PROTECTION AROUND THE INLETS. CONTRACTOR SHALLMAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB-GRADE ISESTABLISHED. IF DIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL NEEDTO BE INSTALLED.5.INSTALL TEMPORARY SILT FENCE AS SHOWN.6.CONSTRUCT IMPROVEMENTS TO EXISTING UNDERGROUND UTILITIES (WATER ANDSANITARY SEWER).7.INSTALL STORM DRAINAGE PIPING.8.ROUGH GRADE THE BUILDING PAD, PROPOSED PARKING STALLS, RECESSEDLOADING DOCK, AND REMAINDER OF SITE WITHIN LIMITS OF DISTURBANCE.9.ESTABLISH FINAL GRADING OF THE BUILDING PAD, PROPOSED PARKING STALLS,RECESSED LOADING DOCK, THE REMAINDER OF THE SITE WITHIN LIMITS OFDISTURBANCE.10.STABILIZE (FERTILIZE, SEED AND MULCH) ALL DISTURBED AREAS AS SOON AS FINALGRADES ARE ESTABLISHED.11.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,REMOVE ANY ACCUMULATED SEDIMENT FROM INLETS AND SILT FENCE THENREMOVE ALL TEMPORARY EROSION CONTROL DEVICES.CE1014EROSION CONTROL PLAN PHASE 1 EXISTING PRIVATE DRIVESOUTHERN PROPERTIES OF WILMINGTON, LLCEXISTING IKA FACILITYFLOOR ELEV. = 38.60N 73°23'10" E 147.49'N 05°10'15" W 191.08'N 17°27'52" W 326.86'S 73°23'10" W 398.42' TotalEXISTING IKA FACILITY FLOOR ELEV. = 38.60 NORTHCHASE PARKWAY SOUTHEASTSR 225760' PUBLIC R/WN/FKOHUT HOLDINGS, LLCDB 6127 PG 16STATE EMPLOYEES CREDIT UNIONN/FNEW HANOVER COUNTY BOARD OF EDUCATIONTRASK MIDDLE SCHOOLDB 2050 PG 944N/FRHGC INVESTMENTS, LLCDB 5806 PG 398DB 6365 PG 2054N/FIKA WORKS, INCDB 5682 PG 141N/FIKA WORKS, INCDB 5006 PG 12232ND FLOOROVERHANGFOOTPRINTEXISTING STORMWATER PONDOUTFALL-2INV=30.00'OUTFALL-1INV=29.50'CB-4NCDOT STD.840.01/840.03TOP=36.49INV=31.74CB-5NCDOT STD.840.01/840.03TOP=36.49INV IN=31.74INV OUT=31.24CB-6NCDOT STD.840.01/840.03TOP=36.49INV=31.04FES-1INV=32.15CB-8NCDOT STD.840.01/840.03TOP=36.00INV IN(NW)=31.50INV IN(E)=30.75INV OUT(S)=30.7518" RCP13.00 LF@ 3.85%CB-10NCDOT STD.840.01/840.03TOP=36.51INV IN(E)=32.80INV IN(N)=30.41INV OUT(S)=30.41CB-9NCDOT STD.840.01/840.03TOP=36.51INV OUT=33.01CB-11NCDOT STD.840.01/840.03TOP=35.80INV=29.94CB-13NCDOT STD.840.01/840.03TOP=35.58INV IN(E)=31.82INV IN(NE)=29.71INV OUT(SW)=29.71JB-12NCDOT STD.840.32/840.03TOP=38.08INV=32.31CB-14NCDOT STD.840.01/840.03TOP=35.78INV=32.28CB-16NCDOT STD.840.01/840.03TOP=35.99INV=32.10CB-17NCDOT STD.840.01/840.03TOP=35.78INV=30.91SDMH-1RIM=36.00'INV=30.56'SDMH-3RIM=36.00'INV=32.07'OUTFALLINV OUT=30.49'CONCRETE "L" ENDWALL24" RCP INV=32.96'24" RCP 173.90 LF @ 0.51%33.64 LF@ 0 .2 0%24" RCPCB-7NCDOT STD.840.01/840.03TOP=35.99INV IN(E)=31.24INV OUT(W)=31.2449.09 LF@ 0.70%24" RCP67.92 LF@ 0.30%24" RCP68.00 LF@ 0.30%30" RCP65.79 LF@ 0.70%36" RCP33.99 LF@ 1.44%30" RCP24" RCP16.01 LF@ 5.68%FES-2INV=32.0054.58 LF@ 0.30%36" RCP20.80 LF@ 1.00%15" RCP154.62 LF@ 0.30%36" RCP77.07 LF@ 0.30%36" RCP97.43 LF@ 0.50%15" RCP24.71 LF@ 0.80%36" RCP 37.00 LF@ 0.50%15" RCP236.16 LF@ 0.50%18" RCP26.15 LF@ 3.48%18" RCPCB-8ANCDOT STD.840.01/840.03TOP=36.23INV IN(N)=30.58INV IN(E)=30.58INV OUT(S)=30.5830" RCP22.18 LF@ 0.77%RIPRAP APRON 1LENGTH = 18'WIDTH = 15'SEE DETAIL SHEET CE-501RIPRAP APRON 2LENGTH = 9'WIDTH = 8.5'SEE DETAIL SHEET CE-501RIPRAP APRON 3LENGTH = 16'WIDTH = 14'SEE DETAIL SHEET CE-50124" RCP376.84 LF@ 0.20%SDMH-2RIM=35.50'INV=31.31'INV=33.08INV=33.00PROPOSED IKA FACILITYEXPANSIONFLOOR ELEV. = 38.603837 38 383737 JB-13NCDOT STD.840.32/840.03TOP=38.79INV IN=33.43INV OUT=33.43123.30 LF@ 0.91%15" RCP15" CMP SD10 LF @ 0.50%15" RCP5.00 LF @ 0.50%EP 37.34'TC 37.84'EP 37.36'TC 37.86'EP 37.24'TC 37.74'EP 37.19'TC 37.69'EP 37.14'TC 37.64'EP 37.11'TC 37.61'EP 36.79'TC 37.29'EP 36.97'TC 37.47'EP 37.11'TC 37.61'EP 38.60'TC 39.10'EP 38.60'TC 39.10'FS 37.78'FS 37.73'FS 37.91'FS 37.91'FS 37.50'FS 37.50'FS 38.06'FS 38.35'FS 38.60'FS 38.35'FS 38.60'FS 38.06'FS 37.92'FS 37.75'FS 37.55'FS 37.71'FS 37.96'FS 38.17'FS 37.93'FS 37.94'FS 37.86'FS 37.85'FS 38.00'TW 38.23'BW 36.48'TW 38.30'BW 35.98'TW 38.15'BW 36.42'TW 38.24'BW 35.94'TW 38.40'BW 35.23'TW 38.40'BW 35.23'TW 38.59'BW 35.27'JB-15 (W/ MH LID)NCDOT STD.840.31/840.54TOP=36.82INV =32.92CONTRACTOR TO TIEROOF DRAINAGESYSTEM TO JB-15CORE AND BOOTJB-12 FORPROPOSED 15" RCP-4.71%38-0.20%TW 38.60'BW 35.27'6 STEPS ±6.0" EA 1"=30'NA030'30'60'SCALE: 1"=30' (Horiz.)NORTHDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comNC ENGINEERING LIC. No. F-1222NOT TO SCALEVICINITY MAPSiteCORPORATE DRENTERPRISE DR N COLLEGE RDLEGEND DRI-40NORTHCHASEPKY SEIKA WORKS, INC.2635 NORTHCHASEPARKWAY SEWILMINGTON, NC 28405IKA WORKS, INC.WESTERN EXPANSIONNEW HANOVER COUNTY, NCJANUARY 21,2022TRC SUBMITTALRASRASRAMRAM243 North Front StreetPhone: (910)343-1048 , Fax: (910)251-8282Wilmington, North Carolina 2840101683-0004GRADING NOTES:1.THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE COMPETENTPERSON FOR THE CONSTRUCTION SITE WHERE EXCAVATIONS ARE INPROGRESS. A COMPETENT PERSON SHALL MEAN ONE WHO IS CAPABLE OFIDENTIFYING EXISTING AND PREDICTABLE HAZARDS IN THE SURROUNDINGSOR WORKING CONDITIONS WHICH ARE UNSANITARY, HAZARDOUS, ORDANGEROUS TO EMPLOYEES, AND WHO HAS AUTHORIZATION TO TAKEPROMPT MEASURES TO ELIMINATE SUCH CONDITIONS.2.ANY DISPOSAL MATERIAL SHALL BE DISPOSED OFF THE PUBLIC ANDPRIVATE PROPERTY IN A LEGALLY OPERATED LANDFILL REGULATED BY THEDIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THEMINING ACT OF 1971.3.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHERFACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTHWORKOPERATIONS.4.PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLMEASURES AS INDICATED ON THE PLANS.5.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS OF THEGENERAL NPDES PERMIT THAT THE OWNER IS RESPONSIBLE FORREGARDING STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITIES.6.ANY TESTING AGENCY OR GEOTECHNICAL ENGINEER SHALL COPY ALLTESTING RESULTS TO THE ENGINEER.7.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND CITYAND CEASE RELATED EXCAVATION ACTIVITIES UPON THE DISCOVERY OFABANDONED GRAVES, WELLS, FUEL TANKS, OR HAZARDOUS AND/ORNON-HAZARDOUS WASTE DISPOSAL SITES.8.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELDVERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTORSHALL NOTIFY ARCHITECT IF ANY DISCREPANCIES EXIST PRIOR TOPROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADECHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTORFOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWNINCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEENGIVEN.9.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDETHE LIMITS SHOWN.STORM DRAINAGE NOTES:1.PIPE BEDDING SHALL BE IN ACCORDANCE TO STANDARD PIPE TRENCH DETAIL ORAS DIRECTED BY THE ENGINEER.2.STORM DRAINAGE PIPES SHALL BE NCDOT STAMP APPROVED REINFORCEDCONCRETE CLASS III (C-WALL PIPE) WITH O-RING GASKETS ORENGINEER-APPROVED SUBSTITUTE AND SHALL CONFORM TO LATEST ASTM C76,C361, C443, AWWA C302, AND USBR SPECIFICATIONS.3.STORM PIPE JOINTS AND WALL PENETRATIONS SHALL BE SEALED WITH BUTYLRUBBER JOINT SEALANT CONFORMING TO THE REQUIREMENTS OF ASTM C 990, ORMORTAR AS PER NCDOT REQUIREMENTS.4.STORM PIPE LENGTHS AND SLOPES SHOWN ARE APPROXIMATE. STORM PIPESSHALL BE LAID ON STRAIGHT ALIGNMENTS AND UNIFORM GRADES.5.IF ANY EXISTING OR PROPOSED STORM PIPES AND STRUCTURES ARE DAMAGEDDURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREPAIR AND/OR REPLACE THE PIPES AND STRUCTURES AS NECESSARY FROM THEENGINEER.6.DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.7.THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING ANY WORK.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIESWHETHER INDICATED ON THE DRAWINGS OR NOT. THE CONTRACTOR WILL ASSURETHE PRESENCE ONSITE OF A REPRESENTATIVE OF THE GAS COMPANY WHENWORKING IN THE VICINITY OF ANY GAS MAINS.8.DIRECT ALL SITE IMPERVIOUS INTO THE ON-SITE STORMWATER WET POND.BEFORE YOU DIGSTOPAVOID UTILITY DAMAGECALL NC ONE CALL1-800-632-4949PHONE# 1-800-632-4949CG1015GRADING AND DAINAGE PLAN EXISTING PRIVATE DRIVEN/FSOUTHERN PROPERTIES OF WILMINGTON, LLCDB 2465 PG 588EXISTING IKA FACILITYFLOOR ELEV. = 38.60N 73°23'10" E 147.49'N 05°10'15" W 191.08'N 17°27'52" W 326.86'S 73°23'10" W 398.42' TotalEXISTING IKA FACILITY FLOOR ELEV. = 38.60 NORTHCHASE PARKWAY SOUTHEASTSR 225760' PUBLIC R/WENTERPRISE DRIVE 50' PUBLIC R/WN/FKOHUT HOLDINGS, LLCDB 6127 PG 16N/FSTATE EMPLOYEES CREDIT UNIONDB 6046 PG 2958N/FNEW HANOVER COUNTY BOARD OF EDUCATIONTRASK MIDDLE SCHOOLDB 2050 PG 944N/FRHGC INVESTMENTS, LLCDB 5806 PG 398N/FWHISENANT CHRISTOPHER JDB 6365 PG 2054N/FJOHNSON KRISTIN GDB 5440 PG 273MERIDIAN VILLAGE LLCDB 2228 PG 672N/FIKA WORKS, INCDB 5682 PG 141N/FIKA WORKS, INCDB 5006 PG 12232ND FLOOROVERHANGFOOTPRINTPROPOSED STORMWATER POND EXPANSIONEXISTINGDRAINAGEEASEMENT (TYP)EXISTING STORMWATER POND10'x70'SIGHT DISTANCETRIANGLELAWN/SEEDLAWN/SEEDLAWN/SEEDSODSODSODSOD10'x70'SIGHT DISTANCETRIANGLEPROPERTYLINE (TYP.)37.5' MAX STREETYARD12.5' MAX STREETYARDDRAINAGE EASEMENT AREADRAINAGE EASEMENTDRAINAGE EASEMENT AREAGRASS ± 14,400 SFSODEXISTINGVEGETATION TOREMAIN (TYP.)SODEXISTINGVEGETATION TOREMAIN (TYP.)ADDITIONAL EXISTINGVEGETATION (NOTSHOWN) SATISFIESLANDSCAPEREQUIREMENTSPROPOSED IKAFACILITY EXPANSIONTREESBOTANICAL / COMMON NAMELAGERSTROEMIA `PINK VELOUR`PINK VELOUR CRAPE MYRTLEQUERCUS VIRGINIANASOUTHERN LIVE OAKTREE SCHEDULESHRUBSBOTANICAL / COMMON NAMECAMELLIA SASANQUACAMELLIALOROPETALUM CHINENSE `RUBY`RUBY LOROPETALUMPODOCARPUS MACROPHYLLUS MAKISHRUBBY YEWSHRUB SCHEDULEGROUND COVERSBOTANICAL / COMMON NAMEJUNIPERUS CHINENSIS SARGENTIISARGENT JUNIPERLIRIOPE GIGANTEAGIANT LIRIOPESODTURF SEEDGROUND COVER SCHEDULE1"=40'NA040'40'80'SCALE: 1"=40' (Horiz.)NORTHDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comNC ENGINEERING LIC. No. F-1222NOT TO SCALEVICINITY MAPSiteCORPORATE DRENTERPRISE DR N COLLEGE RDLEGEND DRI-40NORTHCHASEPKY SEIKA WORKS, INC.2635 NORTHCHASEPARKWAY SEWILMINGTON, NC 28405IKA WORKS, INC.WESTERN EXPANSIONNEW HANOVER COUNTY, NCJANUARY 21,2022TRC SUBMITTALRASRASRAMRAM243 North Front StreetPhone: (910)343-1048 , Fax: (910)251-8282Wilmington, North Carolina 2840101683-0004APRIL 1 THRU AUGUST 3080% BERMUDA GRASS(CYNODEN DACTYLON)20% ANNUAL RYEGRASS(LOLIUM MULTIFLORUM)SEEDING RATE: 2-3 LBS/1000 S.F.AUGUST 30 THRU MARCH 3170% KENTUCKY 31 TALL FESCUE(FESCUE ARUNDINECEA)30% ANNUAL RYEGRASS(LOLIUM MULTIFLORUM)SEEDING RATE: 6-7 LBS/1000 S.F.GRASS NOTESCL1016LANDSCAPE PLANSITE DATAREQUIREMENTREQUIREDPROVIDEDTABLE 5.4.1.B: LANDSCAPING UPGRADE STANDARDSFOR PURPOSES OF CALCULATIONS, THE EXPANSION IS AN ADDITION OF 7,910 SF OF PARKING AREA OR A 7%INCREASE. THE PROPOSED BUILDING EXPANSION IS 15,000SF OR A 32% INCREASE. PER TABLE 5.4.1.B:LANDSCAPING UPGRADE STANDARDS THE FOLLOWING EXPANSION CATEGORY IS UTILIZED: GREATER THAN 25% AND UP TO 50% IN GROSS FLOOR AREA, OR OVER 10,000 SF INCREASE IN GROSS FLOORAREA, OR 21-50 NEW PARKING SPACES REQUIRED.SECTION 5.4. LANDSCAPING AND BUFFERINGSEC. 5.3.4.C - GENERAL STANDARDS FOR LANDSCAPINGPROVIDE 15 TREES PER DISTURBED ACRE 1.35 ACRES x15 TREES = 21 TREES 8.44 ACRES x 15 TREES = 127 TREES21 TREES21 TREESSEC 5.4.5 SCREENINGFOLLOWING USES SHIELDED FROM RESIDENTIAL USEWITH 100% OPAQUE WALL: DUMPSTER/TRASH, OUTSIDESTORAGE, LOADING/UNLOADING; HVAC UNITSN/AN/ASCREENING BY LIVING OR NON-LIVING MATERIAL 8' INHEIGHT: REAR SIDE OF BUILDING ABUTTING ROW,DUMPSTER/TRASHN/AN/ASEC 5.4.6 PARKING LOTS5.4.6.E: PARKING LOT WITHIN 50' OF A RIGHT OF WAYREQUIRES A PLANTED BUFFER CONSISTING OFSHRUBBERY, A GRADE CHANGE, A PLANTED BERM ORANY COMBINATION THEREOF -MIN. 3' IN HEIGHT AND 5' WIDTH -IF THE LANDSCAPE SCREEN IS AT LEAST 15' IN WIDTH,THE LANDSCAPE SCREEN MAY BE CONTINUOUS ANDINCORPORATED INTO THE STREET YARD LANDSCAPING3' HEIGHT, 5' WIDE SCREEN;OR 15' WIDE CONTINUOUSSCREEN INCORPORATEDINTO STREETYARD3' HEIGHT, 5' WIDE SCREEN;OR 15' WIDE CONTINUOUSSCREEN INCORPORATEDINTO STREETYARD(SATISFIED BY EXISTINGVEGETATION)PROVIDE 8% OF TOTAL PARKING, LOADING,AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVEAISLES AND OTHER VEHICULAR/PEDESTRIAN USE ASINTERIOR LANDSCAPED AREASPROPOSED PARKING AREA (FULL REQUIREMENT) 7,910 SF x .08 = 633 SF INTERIOR LANDSCAPE AREA1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1TREE PER LANDSCAPE ISLAND 633 SF / 144 SF = 4.4 = 5 TREES REQUIRED MIN 75% CANOPY TREES 5 TREES (.75) = 4 CANOPY TREES REQUIREDEXISTING PARKING AREA (EXPANSION REQUIREMENTS) 108,580 SF x .06 = 6,515 SF INTERIOR LANDSCAPE AREA8%633 SF 5 TREES(4 CANOPY)6%6,515 SF8%633 SF 5 TREES(4 CANOPY)6%6,515 SFSEC 5.4.7 STREETYARD LANDSCAPINGCOMMERCIAL/INDUSTRIAL: 12.5' MIN STREET YARD WIDTH 37.5' MAX STREET YARD WIDTH 25 SF FOR EVERY LINEAR FOOT OF STREET YARDFRONTAGE 542 X 25 = 13,550 SF 13,550 SF - 162 SF (PEDESTRIAN WALKWAYS) 13,338 SF REQUIRED STREET YARD AREA13,338 SF13,338 SFMINIMUM STANDARD: FOR EVERY 600 SF OF STREETYARD AREA 1 CANOPY TREE OR 3 UNDERSTORY TREES(OVERHEAD POWER) AND 6 SHRUBS-STREETYARD PLANTING WAS APPROVED AND PLANTEDUNDER PREVIOUSLY APPROVED PLANTINGSPREVIOUSLYAPPROVEDPREVIOUSLYAPPROVEDSEC. 5.4.8. - FOUNDATION PLANTINGS.12% OF THE BUILDING FACE ADJACENT TO THE PARKINGAREA OR INTERNAL DRIVE NORTH: 108 LF x 38' HT x .12 = 493 SF WEST: 114 LF x 38' HT x .12 = 520 SF493 SF520 SF493 SF520 SF DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com NC ENGINEERING LIC. No. F-1222 IKA WORKS, INC. 2635 NORTHCHASE PARKWAY SE WILMINGTON, NC 28405 IKA WORKS, INC. WESTERN EXPANSION NEW HANOVER COUNTY, NC JANUARY 21,2022 TRC SUBMITTAL RAS RAS RAM RAM 243 North Front Street Phone: (910)343-1048 , Fax: (910)251-8282 Wilmington, North Carolina 28401 01683-0004 NA NA GENERAL NOTES: 1.A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. 2.ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS. 3.A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND GUTTER AND ANY RIGID STRUCTURES. 4.IN SIDEWALKS AND PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS. 5.CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS (MIN. 5% AIR ENTRAINED CONCRETE). 3000 P.S.I. CONCRETE COMPACTED SUBGRADE SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS CONCRETE SIDEWALK DETAIL GROOVE JOINT (5' MAX. O.C.) 1/8" RADIUS 1/8" 3000 P.S.I. CONCRETE GROOVE JOINT (5' MAX. O.C.)1/8" RADIUS 1/8"3"COMPACTED SUBGRADE1"1"LIGHT DUTY ASPHALT SECTION NOT TO SCALE 2.0" SF9.5B SURFACE COURSE COMPACTED SUBGRADE - ENGINEER SHALL APPROVE PROOF-ROLL OF SUBGRADE 1/2" R LEVEL (TO BE USED WHEN PAVEMENT IS SLOPED TOWARD THE CURB AND GUTTER OR AS SHOWN ON PLANS)6-1/2"24" 18"6" 1/8" R 3" R 6"6"12-1/2"6"24" CURB AND GUTTER (STD SLOPE)6-1/2"*INJECTION MOLDED ST 45° WYE (OR INJECTION MOLDED TEE) INJECTION MOLDED WT TEE FITTING INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER FINISHED GRADE HDPE PIPE OR PVC SDR 35 (TYP) INJECTION MOLDED ST 45° BEND SNAP CONNECTION *INJECTION MOLDED ST 90° BEND CLEAN OUT END CAP ADJUST GRADE PER FINISHED GRADE DOWNSPOUT ADAPTER NOTES: * INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. * WT INJECTION MOLDED FITTINGS AND WT PIPE CAN BE SUBSTITUTED FOR WATER TIGHT APPLICATIONS BUILDING FACE 1/2" R LEVEL ROADWAY PAVING 1'-6" 90° EXPANSION JOINT (TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM CURB AND GUTTER OR AS SHOWN ON PLANS)6"24" 18"6" 1/8" R 3" R 6-1/2"6"12-1/2"6"24" CURB AND GUTTER (REVERSE SLOPE) 24" CURB & GUTTER TERMINATION DETAIL 6" CRUSHED AGGREGATE BASE COURSE HEAVY DUTY ASPHALT SECTION NOT TO SCALE 6" COMPMACTED CRUSHED AGGREGATE BASE COURSE 1.5" SF9.5B SURFACE COURSE COMPACTED SUBGRADE - ENGINEER SHALL APPROVE PROOF-ROLL OF SUBGRADE 1.5" SF9.5B SURFACE COURSE 6" COMPMACTED CRUSHED AGGREGATE BASE COURSE EXISTING HEAVY DUTY PAVEMENT (TYP) CONCRETE LOADING DOCK SEE DETAIL 5, THIS SHEET EXISTING LIGHT DUTY PAVEMENT (TYP) CONCRETE SIDEWALK (TYP) SEE DETAIL 4, THIS SHEET DESIGNERS PLAN CERTIFICATION1 TYPICAL CURB SECTIONS3 WHITE WHITE SEE DETAIL H.C. PARKING SIGN BLUE ON H.C. STALL SIDE BLUE ON H.C. STALL SIDE8' MIN.VARIES SEE PLAN 4" 2" 4"4" 2" 4"18' MIN.FACE OF CURB OR BLDG. FACE OF CURB 4" WHITE 18'STRIPES 9' EDGE OF PAVEMENT SIGN: R7-8D SIGN: R7-8 OR R7-8A GREEN - BORDER AND TEXT 1"1"6" 9" 18" 12"84" @ EDGE OF PARKING SPACE60" @ BACK OF SIDEWALKAUGER OR DRIVE POST BLUE WHITE CAP GS 20-37.8 $ 250 VAN ACCESSIBLE MAXIMUM PENALTY PARKING RESERVED NOT TO SCALE TYPICAL PARKING STALL NOT TO SCALE HANDICAP PARKING STALL STANDARD ALUMINUM SIGN MEETING REQUIREMENTS OF A.D.A. HANDICAPPED PARKING CODE 30" MIN.4x4 PT WOOD POST WITH DECORATIVE POST CAP. EMBED A MINIMUM OF 3'-0". PAINTED WHITE (2 COATS). HANDICAP PARKING SIGN AND SPACE LAYOUT NOT TO SCALE 8" MIN. POURED CONCRETE FOOTING TAPER DOWN SIDEWALK 1:12 MAX SLOPE (TYP) WALK WALK5.0' MIN.5.0' MIN. ISOMETRIC FLUSH WITH PARKING LOT SURFACE2% MAX.SLOPEDETECTABLE WARNING PADS PER ADA. 1:12 MAX SLOPE (TYP) RAISED SIDEWALK OR TAPERED UP TO EXISTING HARDSCAPE/SIDEWALK CONCRETE SIDEWALK DETAIL4 ROOF DRAIN WITH CLEANOUT7 PAVEMENT PLAN8 HANDICAP PARKING DETAILS9HANDICAP CURB ACCESS DETAILS10 PROPOSED LIGHT DUTY PAVEMENT (TYP) SEE DETAIL 2, THIS SHEET PROPOSED HEAVY DUTY PAVEMENT (TYP) SEE DETAIL 2, THIS SHEET CS501 7 SITE AND UTILITY PLANS TYPICAL ASPHALT SECTIONS2 6" 4,000 PSI CONCRETE 4" COMPACTED ABC NOTE: PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI CONCRETE. REINFORCEMENT SHALL BE WELDED WIRE FABRIC SPACED 6" O. C. BOTH DIRECTIONS, AS INDICATED BELOW. SURFACE FINISHES AND JOINTS SHALL BE AS INDICATED IN SPECIFICATIONS. MESH-REINFORCED 2" 12" COMPACTED, NON-RUTTING SUBGRADE 6" PAVEMENT DETAIL AGGREGATE COURSE BASE CONCRETE SEE ASPHALT PAVEMENT DETAIL SEE CONCRETE 12" MESH-REINFORCED COMPACTED SUBGRADE TO 95% STANDARD PROCTOR HEAVY DUTY CONCRETE SECTION5 ASPHALT TO CONCRETE TRANSITION6 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com NC ENGINEERING LIC. No. F-1222 IKA WORKS, INC. 2635 NORTHCHASE PARKWAY SE WILMINGTON, NC 28405 IKA WORKS, INC. WESTERN EXPANSION NEW HANOVER COUNTY, NC JANUARY 21,2022 TRC SUBMITTAL RAS RAS RAM RAM 243 North Front Street Phone: (910)343-1048 , Fax: (910)251-8282 Wilmington, North Carolina 28401 01683-0004 NA NA GENERAL NOTES5 SEEDING AND STABILIZATION4 BOTTOM STRAND MIN. #14 GUAGE TOP STRAND MIN. #14 GUAGE 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE MIN. 2'-0"2'-0"STEEL POST FILL SLO PE MAX. 2'-0"STAY AND LINE WIRES MIN. #14 GUAGE MIN. 2'-0"4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. 6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE TEMPORARY SEEDING GRASS TYPE AMOUNT/ 1000 S.F.TIME OF SEEDING INITIAL RYE GRAIN 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10 BROWNTOP MILLET 1-2 LBS JUNE - AUGUST 25 LBS 10-10-10 PERMANENT SEEDING GRASS TYPE AMOUNT/ 1000 S.F.TIME OF SEEDING INITIAL BERMUDA, COMMON 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10 FESCUE, TALL (KENTUCKY 31)5-7 LBS JUNE - AUGUST FEB. - OCT.25 LBS 10-10-10 SERICEA LESPEDEZA (SLOPES 1-2 LBS MARCH - APRIL 25 LBS 10-10-10 NOTE (G.S. 113A-57 (2)) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER T HAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. SEEDBED PREPARATION: 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 10.APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE FERTILIZER - 1000 LBS/ACRE (10-10-10) SUPERPHOSPHATE - 500 LBS/ACRE (20%) MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE GROUND STABILIZATION CRITERIA SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 TO 4:1 14 DAYS - 7 DAYS FOR SLOPES GREATER THAN 50 FT IN LENGTH AND WITH SLOPES STEEPER THAN 4:1 - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPE NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING6 NCG01 GROUND STABLIZATION AND MATERIALS HANDLING7 SCALE: NTSGUTTER BUDDY3 CE501 8 SEDIMENT AND EROSION CONTROL DETAILS DESIGNERS PLAN CERTIFICATION1 SCALE: NTSTEMPORARY SILT FENCE2 GROUND LINE SCALE: NTSMANHOLE FRAME AND COVER1 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com NC ENGINEERING LIC. No. F-1222 IKA WORKS, INC. 2635 NORTHCHASE PARKWAY SE WILMINGTON, NC 28405 IKA WORKS, INC. WESTERN EXPANSION NEW HANOVER COUNTY, NC JANUARY 21,2022 TRC SUBMITTAL RAS RAS RAM RAM 243 North Front Street Phone: (910)343-1048 , Fax: (910)251-8282 Wilmington, North Carolina 28401 01683-0004 NA NA SCALE: NTSDRAINAGE STRUCTURE STEPS2 SCALE: NTSPRECAST MANHOLE 4', 5', 6' DIAMETER3 SCALE: NTSSLOTTED DRAIN GAGE REQUIREMENTS 4 SCALE: NTSSLOTTED DRAIN INSTALLATION5 CG501 9 GRADING AND DRAINAGE DETAILS DESIGNERS PLAN CERTIFICATION6 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com NC ENGINEERING LIC. No. F-1222 IKA WORKS, INC. 2635 NORTHCHASE PARKWAY SE WILMINGTON, NC 28405 IKA WORKS, INC. WESTERN EXPANSION NEW HANOVER COUNTY, NC JANUARY 21,2022 TRC SUBMITTAL RAS RAS RAM RAM 243 North Front Street Phone: (910)343-1048 , Fax: (910)251-8282 Wilmington, North Carolina 28401 01683-0004 NA NA CU501 10 CFPUA DETAILS NTSCOW PAVEMENT REPAIR - UTILITY CUTS3 NTSPIPE EMBEDMENT TYPES4 NTSVALVE DETAIL5 NTSTRACER WIRE DETAIL6 NTSSEWER SERVICE CONNECTION - CLEANOUT7 NTSCOW TYPICAL ROAD REBUILD2 NTSSTANDARD NOTES8 DESIGNERS PLAN CERTIFICATION1 A.ALL VEGETATION USED TO MEET LANDSCAPING REQUIREMENTS, SHALL BE MAINTAINED BYTHE OWNER OF THE PROPERTY ON A CONTINUING BASIS. ANY PLANTED MATERIAL WHICHBECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER WITHIN 60DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONINGADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELYREPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFULREPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIMECERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL.B.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPEPLANS AND IN THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIESPRIOR TO FINAL BIDDING OR INSTALLATION.C.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS,CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OFNURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURALSTANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS.D.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLEDPRIOR TO THE END OF THE WORKING DAY.E.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWINGINSTALLATION.F.ALL PREPARED GROUND COVER AND ANNUAL BED INSTALLATIONS SHALL BE PROPERLYSOAKED AND MULCHED PRIOR TO THE END OF THE DAY.G.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FORACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARYWATERING METHODS.H.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPERPARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK ANDTUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALLSYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK FILLING.I.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUSCURVES.J.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED INPLANTING DETAILS.K.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPECONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING ANDSTAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMESFIRST.L.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING.M.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIORTO BACKFILLING.N.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATEDRAINAGE AND SHALL BE MULCHED AS SPECIFIED.O.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND MULCHED OR PAVED SHALL BESEEDED OR SODDED.P.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD &DAMAGED WOOD.Q.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TOCLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATEDPERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTEDWITHIN THE TREE PROTECTION FENCING.R.MULCH LINE SMOOTH CONTINUOUS CURVES. CLEAR OUT FIRST 5' OF DEBRIS ANDUNDERBRUSH AT AREAS OF EXISTING VEGETATION TO REMAIN.S.ALL TREES NOT WITHIN A PLANT BED TO BE TREATED WITH A 6' DIAMETER MULCH RINGTYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS.T.ALL TREES TO HAVE A MINIMUM 2" CALIPER AT THE TIME OF PLANTING, UNLESS OTHERWISEINDICATED IN THE PLANTING SPECIFICATION. CALIPER TO BE MEASURED 48" ABOVE THEROOT BALL.U.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS ORAS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FORDAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.V.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVALBY LANDSCAPE ARCHITECT.W.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TOPRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER.X.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THEFEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITHLABEL RESTRICTIONS.Y.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TOINSTALLATION.STAKINGPLAN2 TO 3 TIMES THEROOT BALL DIAMETER6"GENERAL NOTES:A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYINGB.SCARIFY BOTTOM AND SIDES OF PLANT PIT.C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDINGLOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.D.DO NOT WRAP TREE TRUNK.E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACINGNORTH.F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOILAROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER2" 4"120°NATIVE SUBGRADE4" DEEP SHOVELDUG "V" TRENCH,SEE LANDSCAPEPLAN FORLOCATIONS"ARBORTIE" HEAVY DUTYTREE GUY STRAPPING,COLOR TO BE GREEN, 900LBBREAK STRENGTH, SLACKSTRAP LIGHTLY TO ALLOWSLIGHT MOVEMENT IN TREETREE AS SPECIFIED PERLANDSCAPE PLAN(S)MULCH AS SPECIFIED,KEEP 6" AWAY FROMTREE TRUNKLOOP STRAPPING JUSTABOVE FIRST LIMB ANDAROUND CENTRALLEADER, REFER TOMANUFACTURER'SRECOMMENDATION FORTYING METHODPULL BACK TOP 14 OFBURLAP, TWINE TIES ANDWIRE BASKET, LEAVEREMAINDER AROUNDROOT BALLFINISH GRADE2" X 2" X 30" UNTREATEDLUMBER STAKES (TYP.), (3)TOTAL EQUALLY SPACEDAROUND TREE, INSTALLOUTSIDE OF ROOTBALLAND BACKFILLED SOILMIXTUREBALLED AND BURLAPROOT BALLTOPSOILROOT FLARE TO BE SET2" ABOVE EXISTINGGRADEPREVAILINGWINDSSTAKETRUNKCOMPACTED NATIVESOIL PEDESTALSECTIONNATIVE SOIL, TILL SOILTO A 6" MIN. DEPTHEQUAL TO THEPLANT SPACINGAS SPECIFIED(TYP.)GENERAL NOTES:A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE .LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HANDTAMP TO REMOVE VOIDS AND WATER EACH LAYERD.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TOPLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TOSCARIFY ROOT BALLS.6" MIN.FORM MOUNDED BEDWITH NATIVE TILLED SOILPRIOR TO PLANTING PLANT SPACINGAS SPECIFIED(TYP.)PLANT SPACING CHARTSPACING (A)ROW OFFSET (B)1'-0" O.C.10" O.C.1'-6" O.C.1'-4" O.C.2'-0" O.C.1'-9" O.C.2'-6" O.C.2'-2" O.C.3'-0" O.C.2'-7" O.C.3'-6" O.C.3'-0" O.C.4'-0" O.C.3'-6" O.C.SPACING (A)ROW OFFSET (B)5'-0" O.C.4'-4" O.C.6'-0" O.C.5'-2" O.C.7'-0" O.C.6'-1" O.C.8'-0" O.C.6'-11" O.C.9'-0" O.C.7'-10" O.C.10'-0" O.C.8'-8" O.C.ABPLANT SPACINGPLANATOPSOILSHRUB AS SPECIFIEDPER LANDSCAPE PLAN(S)NATIVE SUBGRADEADJACENT TURF AREA,REFER TO PLANTINGPLAN FOR LOCATIONSNATIVE SOIL, TILL SOILTO A 6" MIN. DEPTHMULCH AS SPECIFIED,KEEP 4" AWAY FROMROOT CROWNROOT CROWN TO BE SET2" ABOVE EXISTINGGRADE MIN.4" DEEP SHOVEL DUG "V"TRENCH, SEELANDSCAPE PLAN FORLOCATIONSSHRUB ROOT BALLPLANTING BEDEDGESHRUBSECTION1" MIN.6" MIN.GENERAL NOTES:A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.B.THE BOTTOM OF GROUND COVER ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE .LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HANDTAMP TO REMOVE VOIDS AND WATER EACH LAYERD.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TOPLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TOSCARIFY ROOT BALLS.6" MIN.FORM MOUNDED BEDWITH NATIVE TILLED SOILPRIOR TO PLANTING PLANT SPACING CHARTSPACING (A)ROW OFFSET (B)6" O.C.5" O.C.8" O.C.7" O.C.12" O.C.10" O.C.15" O.C.1'-1" O.C.18" O.C.1'-4" O.C.SPACING (A)ROW OFFSET (B)24" O.C.1'-9" O.C.36" O.C.2'-7" O.C.4'-0" O.C.3'-6" O.C.5'-0" O.C.4'-4" O.C.6'-0" O.C.5'-2" O.C.AB2PLANT SPACINGPLANA4TOPSOILSHRUB AS SPECIFIEDPER LANDSCAPE PLAN(S)NATIVE SUBGRADEADJACENT TURF AREA,REFER TO PLANTINGPLAN FOR LOCATIONSNATIVE SOIL, TILL SOILTO A 6" MIN. DEPTHMULCH AS SPECIFIED,KEEP 4" AWAY FROMTREE TRUNKROOT CROWN TO BE SET2" ABOVE EXISTINGGRADE MIN.GROUND COVER ROOTBALL4" DEEP SHOVEL DUG "V"TRENCH, SEELANDSCAPE PLAN FORLOCATIONSEQUAL TOTHE PLANT SPACINGAS SPECIFIED (TYP.)PLANT SPACINGAS SPECIFIED (TYP.)SECTION1" MIN.4" MIN.SHRUBSSIZEHEIGHTSPREADSPACINGQTYREMARKSCAMELLIA SASANQUACAMELLIA7 GAL.24"-30" HT.24"-30" SPD.5` O.C.3UNIFORM HEAD & MATCHED. MATCHVARIETY OF EXISTING PLANTSLOROPETALUM CHINENSE `RUBY`RUBY LOROPETALUM3 GAL.18"-24" HT.18"-24" SPD.4` O.C.12UNIFORM HEAD & MATCHEDPODOCARPUS MACROPHYLLUS MAKISHRUBBY YEW7 GAL.30"-36" HT.30"-36" SPD.3.5` O.C.38UNIFORM HEAD & MATCHEDSHRUB SCHEDULETREESSIZECALIPERHEIGHTQTYREMARKSLAGERSTROEMIA `PINK VELOUR`PINK VELOUR CRAPE MYRTLEB & B2.5" CAL.8`-10` HT.12MULTI-STEM, 3 TRUNK MIN.UNIFORM CANOPY & MATCHED.QUERCUS VIRGINIANASOUTHERN LIVE OAKB & B2.5" CAL.12`-14` HT.8SINGLE DOMINANT LEADER.UNIFORM CANOPY & MATCHEDTREE SCHEDULEGROUND COVERSSIZESPACINGQTYREMARKSJUNIPERUS CHINENSIS SARGENTIISARGENT JUNIPER1 GAL.36" O.C.141MATCHEDLIRIOPE GIGANTEAGIANT LIRIOPE1 GAL.18" O.C.433MATCHEDSOD---7,012 SFSPECIES TO MATCH THAT OFEXISTING IKA FACILITYTURF SEED---14,400 SFSPECIES TO MATCH THAT OFEXISTING IKA FACILITYGROUND COVER SCHEDULEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comNC ENGINEERING LIC. No. F-1222IKA WORKS, INC.2635 NORTHCHASEPARKWAY SEWILMINGTON, NC 28405IKA WORKS, INC.WESTERN EXPANSIONNEW HANOVER COUNTY, NCJANUARY 21,2022TRC SUBMITTALRASRASRAMRAM243 North Front StreetPhone: (910)343-1048 , Fax: (910)251-8282Wilmington, North Carolina 2840101683-0004NANACL50111LANDSCAPE DETAILSDESIGNERS PLAN CERTIFICATION3SCALE: NTSGENERAL LANDSCAPE NOTES1SCALE: NTSGROUND COVER PLANTING5SCALE: NTSTYPICAL TREE PLANTING2SCALE: NTSTYPICAL SHRUB PLANTING4SCALE: NTSPLANTING SCHEDULE6