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HomeMy WebLinkAboutILM Crowne Plaza Commercial Site Plan Approval Packet SIGNEDNEW HANOVER COUNTY PLANNING & LAND USE 230 Government Center Drive, Suite 110, Wilmington, NC 28403 P: (910) 798-7165 1 F: (910) 798-7053 ( NHCgov.com Rebekah Roth, Director COMMERCIAL SITE PLAN APPROVAL1 To: Howard Resnik, PE, CSD Engineering From: Julian Griffee Current Planner Date: October 4, 2022 Subject: Commercial Site Plan Approval — ILM Crowne Plaza Hotel The commercial site plan for the commercial building has been approved. The approved commercial site plan consists of the construction of a hotel, reserved parking and landscaping, and associated utilities located on a 4.69-acre portion of the 1,338.95-acre tract (PID R04200-001-025-000) located at 1724 Gardner Drive. Enclosed is the approved site plan. Also enclosed within the packet is variance case BOA-966, adopted on May 4, 2022, which grants a variance of 65' from the 35' maximum height allowance of the New Hanover County Unified Development Ordinance, contingent of the Federal Aviation Administration approval of the height of the structure. This approval is valid for two years unless a building permit or zoning compliance approval authorizing the approved development is obtained. Please note the project may be subject to additional regulations of the County's development ordinances, including, but not limited to, those referenced in the comments dated May 18, 2022, and as revised. In addition, this approval does not relieve the applicant from any law, regulation, or requirement of any other government or regulatory agency. If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7444 or iariffee(cDnhcgov.com. Sincerely, 60 Julian Griffee Current Planner CC: TRC (Fire Services, Engineering, CFPUA, NCDOT) Enclosure Commercial Site Plan Approval — [ILM Crowne Plaza Hotel] Page 1 of 1 LOCATION MAP Site GENERAL NOTES: 1. IEWHAkTIER WIMNFARCEL MAIBERS P1Ni1RN PD fl0/200-001-025-000 2 TOTAL PM&T AREN 204.465 5F (4.69 AC) 3 EHE 39,21 TOTAL AREA N UTILITY EASFI0 SF (O60 AC) 4 NET RENTA6IE AREA: 104,465 - 39.210- I65,255 7 (379 AC) 5 El05TNG ZOWN' 06R6CC AC G OW LAND CIACSYM 11Ck• U BAIT 7. TINS SITE IS LOCATED WI IN ZONE Y ACCLRDIIG 70 FDM FM COMAMITY PANEL MAM 3720712900E EREC774Y DATE 8/29/78 6 97F ADORES2 AWORT AN). 8 SaWARY AW RWOWAPI/C SWWY FEIMED AIA PRONGED TO C91 BQIEERNG BY ILwym DE.NC71 SERM= RA; VERTICAL DA74M - TB 10 STMUM47B DRAINS TO SWO CREEK QAr 18-74-63 11. SITE 5 COY ED LINGER PRISING NCDEW SW PONT Sm 0=7 MID SNB DOM 12 NO NERAWS PRESENT N LEASED PROTECT AREA ,;I LAIN DIME? -ITEM HANOWR COWTY ARPORT AURIORITY 2M COVEIN T aNIFR DR. SUITE 190 19LANBRXC NO 2UM WATER & SEWER USAGE NOTES: CLW21/T NN7ER US" 0 M FROPI@D WA70 WAGE 14W0 EPD anuawT SE7IER (SINE 0 FPD FRO11IMM SEMEN US" ROOD FPO 150 X 120 GAL/170QL - 14WO QO LEGEND - - EXISTING BOUNDARY W E*STWG WATERLINE - - PROPOSED LORINE —W — PROPOSED WATERLINE CENTERUNE OF R16HT OF WAY CONTOUR UNE Jr ELEVATION EXISTING /PROPOSED STORM I� � SEWER & CATCH BASIN C ' DRAINAGE FLOW ill EI. P. EXIST. IRON PIPE 30' DRAINAGE EASEMENT IL ® WATER METER SERVICE CONNECTION 15' E.C.M. EXIST. CONCRETE MONUMENT PROPOSED DRAINAGE PPE N GATE VALVE PROPOSED SANITARY - - — - SEWER & MANHOLE \ REDUCER EVS77NO SANITARY T HANDICAP RAMP SERER & MANHOLE OWNER: ILM AIRPORT HOTEL PARTNERS LLC 585 NORTH BARRY AVENUE MAMARONECK NY, 10543 CERTIFICATE OF APPROVAL CROWNE HOTELN DEPT.ILM PLAZA Q DATE PLANNING & I err LOCATE N CAPE J=4R MMA AEW MANOM? COMY, Y, MOMN CAROIUVA I,, 1 --W- �r � 1 2W too 0 200 400 - SCALE IN FFEI: I'- 207 600 INDEX TO DRAWINGS SHEET No. DESCRIPTION DRAWING Na 1 OF 71 COVER SHEET COVER 2 OF 11 EXISTING CONDITIONS EX-CONO 3 OF 11 97F PLAN SITE PLAN 4 OF 11 UTILITY PLAN UTI7UY 5 OF 71 GRADING PLAN OF 6 FTF 11 GRADING PLAN OF 7 OF 71 WATER AND SEWER PROBES OP 8 OF 11 STORMORAINAGE PROFILES GP 9 OF 11 SITE DETAILS SI7EJTETANS 10 OF 71 CFPUA DETAILS CP7TE4 17 OF 11 CFPUA DETAILS CFPLL.A EDT OF EC5 SIORNWATER AND EROSION CONTROL PLAN ECI EC2 OF EC5 STORNWATFR AND EROSION CONTROL PAN EC2 EC3 OF EC5 STORMWA7ER AND EROSION CONTROL DETAILS EC3 EC4 OF ECS STORNWA7FR AND EROSION CONTROL DETAILS EC4 EC5 OF ECS STORMW47ER AND EROSION CONTROL DETAILS EC5 i- �i- I. BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY HANOVER DESIGN SERVICES, P.A 2. THIS MAP IS NOT FOR CONVEYANCE, RECORDATION, OR SALES 3. THIS SITE IS LOCATED WITHIN ZONE 'X' AND ACCORDING TO FEMA DFIRM MAP NUMBER 3720372900K DATED 8/28/19. 4. THIS PROPERTY IS ZONED AC S. CFPUA WATER 6. CFPUA SEWER 7. ALL CONSTRUCTION TO CONFORM TO NEW HANOVER COUNTY STANDARDS AND APPLICABLE STATE & LOCAL CODES. IL CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH NEW HANOVER COUNTY AND OR NCOOT 9. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES ROOF DRAIN DOWNSPOUTS TO BE CONNECTED TO STORM DRAINAGE STUBOUTS OR DIREC70 TO STREET/PARKING AREAS. /a CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS RE-AUGNMEN7S DISCONNECTIONS OR CONNECTIONS OF EXISTNG UTIURES WIN APPLICABLE AUTHORITIES. 11. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING CURB, ASPHALT, INLET$ AND ANY OTHER STRUCTURES INCLUDING TREES STUMPS AND DEBRIS EXISTING ON SITE TREES NOT REQUIRED TO BE CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED. 12. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS IT SHALL BE THE RESPONS161UTY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN FNGINEIR BEFORE PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING IMTH CONSTRUCTION. 13 NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTIURES HAS BEEN DETERMINED. CALL 'NC ONE -CALL' AT LEAST 72 HOURS BEFORE COMMENCING CONSTRUCTION. 14. CONTRACTOR SHALL AOAIST ALL MANHOLES VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 15. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS EXPENSE PARKING AREAS SHALL BE WATERED TO CONTROL DUST WTIEN ORDERED BY THE ENGINEER. 76. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE NO WARRANTY IS MADE FOR SUITABILITY OF SUBGRADE, AND UNDERCUT AND ANY REQUIRED REPLACEMENT MIN SUITABLE MATERIAL SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 17, CONTRACTOR TO ENSURE THAT PAVEMENT IS PLACED SO AS TO DRAIN POSITIVELY TO THE STREET INLETS AND CATCH BASWS ALL FUTURE ROOF DRAIN DOWNSPW73 TO BE DIRECTED TO THE S70RM DRAINAGE SIUBOUTS 18L, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS 19. THIS PLAN IS FOR SITE GRADING UTIURES SITING, AND DRAINAGE ONLY. SEE BUILDING PLANS FOR DETAILED HOOKUPS TO BUILDINGS ETC. 20. CONTRACTOR AND BUILDER ARE RESPONSIBLE FOR COORDINATING FINISHED FLOOR ELEVATION OF ALL BUILDINGS WITH THE OWNER. ELEVATIONS OVEN ARE MINIMUM GROUND ELEVATIONS AT THE BUILDING SITE AND DO NOT PURPORT TO BE FINISHED FLOOR. MINIMUM RECOMMENDED FF ELEVATIONS SHOWN ON PLANS 21. AFFECTED NON -MUNICIPAL UTIU77ES SHALL BE CONTACTED AND PROVIDED WITH PLANS AND OTHER PERTINENT INFORMATION, WHEN FEASIBLE TO COORDINATE APPROPRIATE SCHEDULING AND PLACEMENT 22. EXTREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARATIONS AT ALL URUTY CROSSNCA 23 MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS- o. HORIZONTAL SEPARATION OF 10 FEET BETWEEN SANITARY SEWER AND WATER MAINS AND STORM SEWER. 6. WHERE VERTICAL CLEARANCE IS LESS THAN 24' BETWEEN SANITARY SEWER AND WATER OR — SEWER UNE CROSSES ABOVE WATER MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINWUM OF Ia. EITHER SIDE OF CROSSING. c, WHERE VERTICAL CLEARANCE IS LESS THAN 24' BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET EITHER SIDE OF CROSSING. A. WHERE VERTICAL CLEARANCE IS LESS THAN 72' BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND BRIDGING SHALL BE INSTALLED PER APPLICABLE UTIUTY AU7HORITYS DETAILS CA s W NO SE SHALL THERE BE LESS THAN 18' OF SEPARA77CN BETWEEN OUTSIDE OF WATER MAIN AND OUTSIDE OF SEWER OR STORM DRAINAGE. I. MINIMUM COVER OF 38' SHALL BE PROVIDED FOR ALL BURIED WATER MNI MAINS AND SANITARY SEWER MAINS. 24. SEE DETAIL SHEETS FOR TYPICAL UTIURES HOOKUPS. 21 ALL SANITARY SEWER MAINS TO BE B' UNLESS OTHERWISE INDICATED. 26. ALL WATER MAINS TO BE 8' UNLESS OTHERWISE INDICATED. 27. TWO VALVES ARE REQUIRED AT 'Y INTERSECTIONS AND ONE VALVE ON THE WATER UNE TO FIRE HYDRANTS 28. A GLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL 'DEAD END - WATER LINES 29. E1NE UNE INSIALLA11UN W MECI NFPA 24 CSD ENGINEERING LAXVSE / C-2710 OYpNEERAYG LAND PLAAW7NO 5ERM / Rf.9LENINI BOX40417OAE NC 284060) 791-4441 tI1'+ �N w g�{ O Lji� 2 W O ap0 �� oZ O NOT RELEASED FORDONSTRUCTION DATE• 4-13-22 Ivu cove r• - lvo' YpR. SY.11A.: N/A DRAWN BY• RLW CHECKED BY.. HSIR PROECT ND.: 22-0602 KEYNOTES: EA15 m an MB alr16P Oj O ENSm mw 9M/ O EAE MC L.YMT ME O IAISIMB SEVER WMIGE O DESw CAS Lw © E]iSMHC MU VALIE O7 ENSi1N6 No UE ODavu Uvaimam POMP VA*WE OEpSTINO IfaE2G4am POMP WE 10 M7WAT3r MAMW£ U f os= IfUEK( oLm RW'E IfE I2 --24 SK -aryrT 4 s --MdNHOLE 1 R1M 23.97 1 INV 5, 1 1 x 1 \>z v can z 1 EDGE OF PAVEMENT\ 55 a TER �yZj Nc� o ml ' AIRPORT BLVD. - - --------- 2,5 - - -- 5 B8 .26 W 277.3 M 0204. I1"OAKOA"OAK Rl. •B?' IN 8'SS 5S 55 hIRE y' �N!St'E P2 iVDEO t'Y i'FoEn .I iJ�11,11 T POWER A T& T OPEN ' N S`r MANHOLE PHO R ONO ' \S e\ 3 p INLET GRATE 21 50 dy. INV. 13.08 �zz � II . 1' 1 1 TEMP. SPOIL 1 5 81"2304 TEMP. SPOIL 1 r NEW HANOLER COUNTY AIRPORT TAX PARCEL Na R04200-001- 211- ---' ZONING AC rLANDUSE AIRPORT BUSINESS / l9. CERTIFICATE OF APPROVAL NEW HANOVER CO PLANNING M11WEeTiBUS DEPT. DATE PLANNING DEPT. •�I I i 2 ■ o o ■ _ A r-INLE-- 7 - N N 8 "SS S5� SS- 55 SANITARY SEVER 55 5S 55 MANHOLE ✓i' (`rZF R'V JEO jf "i AJ RIM 24.49 _ N INV. 7.66 DUKE POWER 11-ER-11 NO MANHOLE POWER_ EN MMANHOLE �3p0t UNDGRCROLI Av T �7 1 22 1 STORM MH , RIM 22.32 1 L' INV 1 ]. I� I 1 1 1111 � J 1y I 1 Jo Is o Jo ea m 511!£ M FEE1! 1t JO' I CSD ENGINEERING UCBKSE { C-2710 Bvowmw LAW PIAMWA'C CaINEROHL /BESE vmu P.C. BCX 4041 ARYNCTDN. NC 284M (91o) 291-4441 FA z a� F Ejj og F aU _n 3< �= O PRELIMINARY NOT RELEASED FORCONSTRUCTON DATE 6-22-22 Aoa m••n I•_.v DRANK Br AM CHECKED Br NSP PRO..ECr Na: 22-o602 LOCATION MAP mGE aF �` Site RAW Da71 =— NOT M SCALE ( GENERAL NOTES: I. DEN' HANOM COUNTY PARCEL WAIEER.4 PORTION FD R04200-001-025-000 2 TOTAL PROECT ARE4 204.465 SF (4A79 AC) S. TOTAL AREA IN UTILITY TY EASE 34210 SF (O9O AC) A NET RENTABLE AREA,-t17E165 - 3AD0- IM255 F (379 AC) 5 OffM ZONING DISTRICT! AC 8 CND OW AMA LAW MAN 7. INS SIX IS LOCATED MRW ZOE X AMONG TO FEW FIN CCMMANY PANT N IM 372OT12900C EFFECITW DATE SAWB SITE nADD ADDRESS' TOE AIRPORT BLIO S BOUNDARY AND TWO REARM .SURVEY FBEO APED AND PROMED TO CSO ummuNG BY NANoa Dem sumcm PA; VERTICAL. DATUM - 88 10, SIONMATER GRANS To $WN CREDO Cs* 19-7a-m 11. 97E IS COVERED UNDER EXISTNG NO" SW PERMIT SMI 060547. 12 NO WRAMUS PRESENT N LEAD PROECT AREA IS LAND ONO - NEW RAA'On COW AIRPORT AUTHORITY 230 GOVERN E NT CENTER DR, STATE ISO NIAWMTOA NO 2B407 ����1�ING DATA: IOW. EFASE0 AREA - 204.40 SF (4.69 AC) PROPOSD AM VM BLWDNG = ZIM9 F PA/fl[NT = 10-1851 SF SIDEWALK = 21,Z5 S" TOTAL: = 154&8 SF 15ASW F / 204495 F - 0266 OR 786Z WMW W SEWOM . IEpM FRONDED FRONT 50 261 Fr SIDE NONE fa7 FT- MST. 27.J Fr EAST REAR NDNE 112 FT 9LI DED DATA MAW OF 9WEDN65 - 1 (150) - GLESm" mrs TOTAL WM - 150 DAM SrarSE (Fl OUR MAN LEVEL = IAM F 2HO FLOOR - IBM F SW FLOW - 1A855 Sr 47H FLOOR I6,89 F 57H RDOR = IBM T 87N FLOOR TOSS' '7ROOF TOP LEVEL= I0,275 .SF BLWDNG HEIGHT = 95 FT NUM OF STORES - B DIUM TIRE - V-A BUILDING USE - MOTEL BUILDING AREA TU569 F (f'OOIPfdNI) LOT ODM7ALE. zL569 F / 201.465 F - am PROPOSED 11.09 MUM LOT COMRACE LEGEND --� ERS77NG BOUNDARY —W— E)OSTING WATER CVS77NO SEHER EXIsTING s7REET uoHr + EAISRNG FIRE HYDRANT © EXISTING TELEPHONE MANHOLE ® EVS77MG SANITARY SEM N MANHOLE (] EVS77NG POMER MANHOLE q EXISTING WATER VALVE EXIS77NG CONTOUR PROPOSED BUILDING PROPOSED PAVERS SIDEWALKS AIRPORT 6 R. 1 2—� _ - ----- -------- _--. -- -- -- \-L _-.� -_ - \-_..� �n aRRER - 2•-- _�—JORAR-20,631 r,� A �ooER a `-,'� Arsr n1 5 t.ET AIE 2P.a \2Z� �2 \1 o V 2 FT UnL AUL 2 Y / sh 1 i e 1 A a KEYNOTES: O EAT SING WATER VALVE O OWING WART LIE O EMSING STORY GRAN O ENS/NG.SENER WNNOE O Dome M" LSE ©EYEING LACER MID POKER LIE O DLSTNG GAS LW O EKLSIJHG AT&T LIRE O9 EM MG EFE HWMT 10 PROPOSED WATER WIER EI PROPOSED 9AOOLOW RElfNRR 12 PROPOSED WATER IRE IJ PROPOSED FIRE SERNLE L/E N PROPOSED p.ID AND GUTTER IS PROPOSED FDC IB DUIPSIFR CORRAL I7 PROPOSED FIRER LATERAL 18 PROPOSED SIGN DRAIN 19 EI75TNU SKEET TBEE ® NxI'ERY AREA O PROPOSED FFE HYDRANT ® PROPOSED WEE]. STOPS J --—_---___ ter.'• 21 4 _. _ N-aaa0'2C E. 01. _- xi93t�_„�_ �19 14 019 tA Y i.- sa Irarrr sOwER z RIM 2,169 POKAERCFWNO I B R� N , �` TAU `Z' UNDERGRW,,,lyyippp LLLJJJ \ 1B 11 14 ss � � T 1B vaNI�� 'Z '412 45 O11Db�PAW �' . l�Ty III FT BURAY'UD, W 2 ' r \G, - 'B "-/-, i ».. yi _ 'M 1a .a �1 y C /'�°ey SIOPIIIYAR�frs ImsN10A1'REIG NAL 1 1}BAF HEw HAHOIvr ODIMIY APPORTixaa \� "° �`. + w •• I. to TAX PARCEL NZp(XN9RR2 A00 - 000� \ TII LANOIg AIRPORT BUSINESS PAAK �NEW HANOMR /X7VNT1' AARNJRT AViHOR1TY PAIKII ZLWIM2 A00-(A01-033-000 BV9NESS PARK SITE UCHTING I. ANYP"7K FUSING ROTAOD, OSCNAINA OROM TYPE 6IIO1T MENDED AS AN ATRNNN-GMM DENCE 6 PROIBIIED. 2 FLOOD IKM SPOWGIM OR ANOTMR UGHW SHALL BE ARRANGED OR SELOFD m AS NOT TO CAST CIUM70 N AN IPINFD MOTION AS M AN NAGNARY LIE MOM FROM TEE UWT SMARM PMAUEL 70 I E CYIOND. RADIO AND ELECTRIC DEVICE: 7. ANY RAW OR SMITCW0 OENLF I$ PERMITTED ONLY INM4CTI COAON WINA VALID INDORSE OR OVER AVWK192 TKN AS AAY BE ISSIED BY NNE FIX 2 ANY RADIO OR ELE'MW WAG& of OPERARON OF PION NOUD MO AIE ANY MIRES CN REMUAM OF N FCC IS PRONB7M VISUAL HAZARDS: t ANY OPERATION CN USE THAT LUIS WE Obr, OR CREMES DARE OR OTHER MSUAL HAZARDS 6 PROHIRTM USE RESTRICTIONS.'' ANYI NC THAT CRATES THE FOLUAWG SCOMM 6 PAONWIEO I. MAZES ELECM M NIERFE7 IPCE WIN NAWAW94 SIGNALS OR R40 COMINWICAIKN RENEEN RE APPORr AND AwoRAFT. 2 WIGS IT DFROAT FOR FLIERS TO ORWOASx BETmmv AIRPoRr Lmms AND OOERS a REMIS IN DARE N THE EYES OF PLOTS U.W THE AIRFW.. A� MAPS NNINMON Y THE TY Or RE AIRPORT 5 CRFAIES LOUD STRIKE EAZA DA OR 8 OR ORERI M N ANY WAY allUM OR NRAFE E WIN TIE LAMMM' TAAEW,, OR YAIEUVEIUD OF AIRX41`7 NOMD TO USE I E AWWT. CERTIFICATE OF APPROVAL NEW HANOVER CO PLANNING DEPT. DATE PLANNING, DEPT. �rB�MMq P DEVELOPMENT NOTES: I. ALL SXNS AND PATE ENT NARIUM N AREAS OPEN N PLDUC MARK ARE To NEST W NCO SrANDARDS 2 Of DOMMUOR IS RESPONSIBLE FOR THE LOCATION! AND PROTECROIN OF EMSDNG UTIIIES DI vX CONSTRUCTION, CALL U-LOU) AT '_8UC_ J2-4948. CONTRACTOR 5 RE"o""" FOR TFE REPAIR AND RBYACENDVr OF ANY U7EIIES CM AND ORMUC SIDEWALK PANELS PAYDRNT. ETC ALAI MAY BE DAMAGED OAWD CMIRNCTNM DAMAGED HENS WALL BE AMPABED 70 AT LEAST RE QUALITY ORMONOINI9P TOO® INTIE O MAL'TELL J SOD WASTE DISFOSN. NEL BE DUMPSIER SERWM t ALL DEMLCPKNT 91ALL BE N ACCORDANCE MIN NEW HANOVER OONTY ZOWG O9WUNCE k SROIIISON IELNMTIONS S ATPRONAL OF SIRE PLAN DOES NOT CO6NUTE APPROVAL OF PROPOSED SOACF FOR 116 SITE A SEPARATE SIGN PERMIT MUST BE OBTA 4M a APPLICABLE STREET tXUffIAOES SHALL HANt NATURAL RaIA1 M sYREBW G AEE7NG COMIC REU4nIE /1S 7. of DEVELOPMENT SHALL COTFLY MIN ALL COUNT IECINCAL STANDARDS AND CE'WLOHENF REGU AROIS ENVIRONAI( MAL NOTES: t. NO UNO DISTURBANCE 6 PETeITHD ONSDE RE LE9(N'ARD LAM CE DISTURBANCE FOR 91E MROl9ENIS ORB THAN NMT 6 NECESSARY TO TIE INTO EDSINC CONTOLWS OR MEET LANDSCAPNC REOWR71BI7S PARKING NOTES: I. PAWN REOAFEO FOR AC ZOMNG HOIB. - 150 AEM 1 SPACE PER AEY - 150 SPACES MAN LEVEL RESTAURANT - 4282 SD 6 SPARS PER 1.000 SF = 20 SPACES MAN Lan CONDN AREA = AM7 F.- 2 SPACES PER 1.000 W - 14 SPACES ROOF7CP BAR (NSDE/DUT9oE) - 6,7507, 2 SPACES PER 1,000 SF - 41 SPACES SPACES RORGED = 225 2 271 SPACES PROl7OD J 7 R4 MA'CAP SPACE PROVIDED YAM LEVEL RESTAURANr = AM T. 2 SPACES PER UDD F = 7 SPACES UTILITY NOTES' I. PROECT SCVL COMPLY WTH INE NEW HANDIER COUM AND OWES CROSS O/IECWN ON MA REINARE ENTS INTER METERS) GNMDr LE SET ANE ACTIVATED ON NEW NAPE UNIL ALL REQLNUMMIS ARE NET. O U 343-3910 FOR NRARIANN. 2 F I E CONTRACTOR DESIRES WATER FOR CCNSTOICON 1i/SHE STALL AREY IN ADVANCE FOR THIS9RWX AND MUST PROMDE A FEEVA7D PRERS.IRE ZCME (IPZ) BACAROW PREVENTION DM ON RE MMUCAERS SERE OF THE WATER IE'IER BOA 3 ALL ODI/ERCCEAI. IM7E8 FROn AID ANY NWATNN SYSTEMS AMS BY OPUA WATER SffALL HAM' A RAMLOW PREVENTION DEW AQUPTABIE TO RE OPIIA AND ARWOWV BY LWOCOIR OR ASM CALL 799-6064 FOR NRPIMROL A ALL OUTIN NWE FOR uOITY AMWIANIS TO BE INSTALLED PER MA STANDARD FECiHADN SECTION 33-01-12 S 36' M"COO OWR ALL WATER MANS 6. ANY SEPARATE CONNECTION FOR OW54TION SIMU COMPLY WN CITY AND MA CROSS -CORRECTION REQUIREMENTS WIN APPROVED BAOMOOW PREW7F71011 OEMOs 7. AT LOCMDNS N UE WARP MAN CROs5E51MOR SANITARY SUM LDCTIE NON PPE SHALL BE LGED ALONG WIN PROVD/D 24' AMAUM OF HRWA SEPARATION. 8 WATER SOMCES CAN NOT LE ACTIVATED ON NEW WATER MANS LNIE ENCWDIS CERMM410 AID APPLIGWYS CERTNCA➢M HARE BEEN PRONGED TO NCLN)P AND TNAL APPROVAL' IsstEEl 8 UDEIMU D UTILITIES- ALL AEW UNURES SALL BE MINIM U ODWO"YO WEPT WERE SIOF PLAM69 6 FROSTED OR DEEMED MHMCTIM BY THE UTILITY FROM.M UNDERMINE) FACAITES FOR SnM UCNAVG A M ALL ROX SMZS ABUTTING TIE S.aW STE SAW. HE INSTALLED BY TIE OEWLoPm 1O CONTACr BIT Kamm RE Drum N THE Row RRE���S��NO L LANDSCQX OR PANWG CANNOT BLOCK OR IMPEDE FIRE HIDRANTS O4 FDCS A J FT GEAR SPACE SHALL BE MANTANED AROUND RE ORCENFDd7KE OF THE HY➢RWE 2 CONTRACTOR SHALL MAINTAIN AN ALL NEABEN ACCESS FOR EMERGENCY VENUES AT ALL ONES DLIRN'C CO6IRRCINN 3 PRIVATE fADEiEA01AM1 NE LINES REQUAE A FPARAE E FARE LINE PEW FROM NX IN AND LFr SAFETY OMSOL A ALL FDC LOCATIONS TO ND SHOW ON FINAL RAN 5 FOG MUST BE Of THE FROW OF 71E MAD1 (S) c"m OHM" APPROVED 8 nm HWXANIS TO BE INSTALLED PER NEW HANOMR ORDINANCE AND OWES STANDARDS 7. WATER FLOW ANALYSIS AWL BE REGALED TO OTDEWE THE CORRECT MAN SITE TO MEET FIRE' HOW DEMAND. a. NEW HIAPAENIS To BE BOUGHT INTO SPIKE PRIOR TO O'M BUSIIBLE M4TE18N5 DEUIflED TO THE.OB SITE: A HWAMT MAST BE NOW ISO FT OF TIE FDC (MEASURED AS RE NUOC mwsffi 1O FDC MUST BE W1W1 40 Fr OF FIRE APPARATUS PLACEMENT II. N AODNION 70 THE STANDARD CCMEENR ADDITIONAL FIRE PROTECTION AND ACCE9BIO ITY REUV QFTS MAY BE REOIRED OE To ANY FOUL ORON6UNKES CONCERNING DE PROECE 12 CONTRACTOR SAIL SL9RT A RANG STElNCN SMY THAT cammin nlAr DOS m amumDY NESPO'DER mm 96NAL LEVELS MET 7W IE U ENEVIS OF SECTION 510 OF IRE 2016 NC FEE CODE Id £ESE INSTILLATION TO MET NFPA 24 IA ALL 6LXATI N VALVES MINN RE NOT BOX AND LE7NEBN THE HOT BOX AND THE RISER ROW A/UST BE ELECTRICALLY SPERMSA 7MP ES71AMION BASED ON 117H EDITION AND PROPOED BY RAIEY NEAP AssoOAIES HOTM ITE CODE - JID AMY TRAFFIC (MD) - 1.202 WEEKDAY AM PEAK HORN EIM-38 ENT -30 MIDDAY PM PEAT HOER ENTER - 42 EDT - 41 M 20 0 40 m 120 SG11E N F . 11 AY CSD ENGINEERING UOENAr f C-2710 IsmWEE RING LAND FEAAWNG COMMERML /RE9DENRAL RO. BOX 4041 KAANGTM NC 28406 (910) 791-4441 a { 8AFF {+F =E�f 2 � 1 f< Km yy WU O�W gip_ U 3 2 ,.,NoCARp P4.. 0254532463 DATE• 4-1J-22 KW¢ scve r• - 40• 1ERl. SGIf ORANN BI" BAH CHECKED BY.HSR PRO,ECT NO.: 2T-0602 LOCATION MAP Site �- GENERAL NOTES 1. AEW MOW? CONRY PARCB M.AM PWnM TO ROQO0- o1-8zs-008 2 TOTAL PRCECT AREA: 20A40 SF (MAC) 'I TOTAL AW N VWIT FASTMT: J1210 SF (1190 AC) 4. YET IENTAOIE AREA 20A495 - JAaIGS O- 155 SF (379 AC) 5 OEM Z0%G OISTMCE• AC 6. C.WA LAID aASWADOA WAN 7 ITZ SITE IS LOCATED WW ZOE Y ADO MIC TO FFMA FIN CDYAIRM PANG. MAM J720J12WX ERECMf DATE 8 6 SITE AOORESS AWWT SL19. 9. BOLWARY AN) IOT AANAC SAW PF78LY8ED AID PROIDED M CSO 8000 17 BY HANOWR DOW SMW= PA; 1007KJL. DATUM - 89 III SMWAIER IAWA TO WIN OM C,Sr 18-7�63 11. SITE IS C%M (MRDISING At" SITPOW AIB 050547 NO IENAWS FRF3RT N LEASED FRDECT AREA 12 LAW DIRER - IEM HAACWR COI)NTY ARPORT AUR128IY 2m IKIIERA w mm a% ww 1% AUN m Mc mm KEYNOTES: ELETNG WATER VALK O OT EMSII10 NAER LW O mm STOW GRAN © Emow ma NAMMIE O SM LROER m o Pope IDI O7 E7%ITC GAS LNE O EMSIMATATLIE O9 057N0 fw NYARANr TO MWOSEB 4• DIM IERR 11 PRWW a 1140IMM REWMDR 12 PROPOSED F 8AMIOM PREIEI/LER Q PROPOSED Y IAER SERMfE (OCIESDC) 11 PDOPW E AE SOM (PRVI V IS PdOPosm TDC 18 PROPOSED 9' XVIR LAM M. l7 pRwom vm ORAN 18 wwasFD SETTER WMI01E 19 PRLpM RE KWAT ® 6- X 4' RMUZO? LEGEND DUSITNC BOUNDARY -W - IXISRNG WATER EXISTING SETTER EVS7wG STREET LIGHT + EXISTNG P7RE HYDRANT © EMS77NG 7ELEPHONE MANHOLE E17S77NG SANITARY SEWER MANHOLE O EXIS77NG POWER MANHOLE M EXISTNG W47ER VALVE E)OS77NO CONTOUR PROPOSED BUILDING PROPOSED PAVERS SIDEWALKS EDGE OF PAVEMENT\_- _ —25 INLET 1 , 4 1 = 1p"OAK : NITARY SE' (I NHOLE 1 23.97 5 13 1 1 I x v z 1 ~� NC 1 "Ai s m gi�z V W y Q i Tj m 1 1 �1 �1 I 1 1 UTILITY I VAULT � 1 1 33 ET ATE 21.50 !. 13.08 RA RATE AIRPORT BLVD. 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LANDUSE AIRPORT BUSINESS PARK '\ ti CERTIFICATE OF APPROVAL NEW HANOVER COP NNIN DEPT. �lp#�- DATE PLANNING DEPT.r \ 1 SANITARY SEWER S MANHOLE RIM 2-77 4 INV. 2.77 I I B R" Hri�R4NT TEMP. CONCRETE PLANT SITE / Jo rs o Ja ao m SG11E M FEFF 1'- .TC CSD ENGINEERING LICENSE / C--2NO avaRlow LAW FYAAI%WG COAAMM= / RE]'KIFN P.O. BOX 4041 A[AONG7EM( NC 28" (910) 791-4441 a 1! Allt a St�d �A 3 Ml 2 a e� u a<o 2 l N � 215 3 s 3 2 p ,"N CARO, 2 Hyy 9 'WARES 02-148�}��� OAIE 6-15-22 YENr. sr•... ✓W ORAAN BY.• „W a+EcrcED ar. HSR PR0'.A:CT NO.: 22-0602 EDGE OF P ENr - - -��RA GL:2100 '- SIN bw�y�o 5� TC2SID — M2£BS Q:2SI5+� \ M2£4O Li2A90 _ M25J0 j�sru axe GL`2AM ,,pp ¢zlso M2AJ0 � Lx2aeo �� I. - ia2a25 d I � a•2aT5.21. � smauWArw LNANA[S srm1D7LP6-xDTEs 1. CCNNUCMR AM PFMUk ER 7O 0EIDNNIE 57LWW SGALCpm SM 2. 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WITS AR- PERMTTE') FOR "..0".. 4 LANCIIG AN, R'•MP 'XDTH MAT BE RE],)';ED TO " WHERE SPACE IS LIMITED AND DESIGN IS ATPROVED BY THE CITY ENGINEER, STANDARD DETAIL ��'���• GTON PERPENDICULAR CURB RAMP ADJACENT TO PLAZA (110} sH--'a' Y SD3-08 e •►���• B ��F��G���t� ASPHALT SEC NOT TO SCALE F:1!£D EYPAA'- b'Irt FILLED EYPMSION JOINT _ A CCNTRDL �. JOINT n1EO EY Al:11. JOINT i SCARE SEPT- A -A 1.1CN I R tl0TiS� I. JLTNI YAIERPL T. COYPLY WITH CURRENT NCWT sIANDAR05. 2 SANRARN sE- -Ts. AATEP HETERE. µA LES AND YALNE DDE TO BE LCCAIE0 DU1510E GI- WIICNE ICAS E. ]- Y'BIMUY SBKWALN W 11 ID RE C YIAIYOM IF PLACE. AT HACR OF CURB. CONCRETE FOR ALL EIDEWA1JS IEACEPF ANY TO- MNTNN "NH A DRVEWAY MRON) SHNI S eASS *A ] DOD PEI 5 MN VU REPIACERENT FOR REPNRE IS A 5' Y 5' PA\EL B 1 SONC BASE YAY 9E REOUIRED FCR .00R - I. -EONS 7- YN.UV -1N FOR TUNN.ND 9ELGW CEWAIX IS 11- A VAY MJh T ..NO E-E MRRIUT R4I.G IS 7.1 9. MIN GRADE FOR PROPER DIANAGE IS Ix IN AT LEAS- . DIRECTION. NAY �RO53 SLOPE 6 29. 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HSR PRO.ECT NO.: 2T-0802 AT d.amx nm.vou�eaz ((me�µµ)) '�' . •�^s w n�Mwa)wn etNenlF�"a�Sw. �,o. llai-S is IMMIX -+ra+.wwu ;: i�ETaP�W „E�PNr B41 iNvs1,W[va xwI BYL � RPLT NM K.af NE`6rF wssn<e:ewrRmreu f. - ruv vmrerz oca Moran. r rvxr eaae��arm rrtx � rs ear www � FM e6N morn (eWMO NMWIRE mT�� Wi�ECAv�ren ( DE0JDll 5 TREE PLANTING, DETAL TYRCAL NSTALIAIYJN - 3' (75MT) CALpER OR LE55 „e'er �eT�w���iOaw°"ar w = _ SHRUB PLANTING DETAIL O TYRCAL NSTALLATUN AIRPORT BLVD. ¢�rsvA,sfvr - - .'i.. -'_ see 'Fi ig9l'�' - - - -:a:� ''_.•_ ■• Street and Planti _I — at DotaNEd Nave Gorman Nave 5ize/Cadlian R—ks Trees • B A— nb— RID MAPLE 2' CW- - - - f • 5 d Eaf � �` • Nei HVb �4 rgNT IIeCRTN?ibWlT SMrb- 29 Abeia x Tmdnw. Kdeiiasrcpe' KALEDOSCOPE GLOSSY ABEll4 3 Gal- 55N 0 rAr Pa¢m ar K 29 RFedod-&en FORMOSA FOR1'IOSA AZALEA 3 Gdbn 5'4 ® uwaE xsear eusr�rux LANDSCAPE NOTES CAL A 74 Lanradra'Breezd BREEZE GRASS 3 Gallon 17H • D N L TLR AL RANT A SOD TO BE USED N ALL nRF AREAS STANDLNLESS RIVES"EFJ� TMAKSSPECFo ALL MATERIAL SW+LL HEFT OR T{E D D NIRSERYMAFV SPECFYATL'R D 452W. NOT T BE ALLOWED WTHOL WT44g1T PRnR APPROVAL OR ERIAL Parkirg Lot Island Planti L PLANT HALL B N5ILL AL. RMIT MATERIAL SHALL BE rsr'Eerm LEYR4 DEwBer. ED ON Da DAriACfD, ROOT BCLtm, OR WHEN -TNT APPFARNG, NON -SPECIMEN MATEM& SHALL NOT DE ALCEFiED Qt Botaird Nano Carman Elare Sze/Czrdtion Rerraks TW PRO.FLT NCLLDES BUT l5 NOT UlTED TO SITE PPZPARATgR FLRN5lNG OF ALL MATERIAL, LABOR, Trees FIll P"wr,, SOL N$TUMENTS, ETC REARED FOR COMPLETE LMII".�UPE MTALLATCM AL UTUTES SAAL BE LOCATED BY THE CONTRACTOR PRIOR TO 026TRICTOR CONTRACTOR SHA1L BE 12 Lagentro— x N4»kaEee' r'I/SKOGEE CRAPEMIRTLE 2' Cdpv RESPONSIBLE FOR ANY DA-WGES TO VrUTE5. 12 LaDerstrcercia x Tiscmard TLSCARORA CRAP61YRTLE 2.' Cdper ® RANTED AREAS AND DSTURBED NATLRA. AREAS 5HALL RECEIVE A I rN .M LATER OF FRESH CLEAN L 16 a ordFlora Lrtde Genf LITTLE GEM SCLTTHERN MAGNOLIA Y ® TH5 A -AN TM PLAN LLLGTRATES T14E OVERAL DESIGN INTENT BUT MAY REGLRE PLACEMENT ADUSMEN TS � is RNRNG PROCELIRFS SHALL MEET OR HEED THE W44F5T HORTCUTIRAL FRACTCES N TTE !LANDSCAPE NULbTRY. 53 Abda x Tad . kdeidosrnpe' KALED05COPE GLOSSY A13ELA 3 Gdlon WH 0 CONTRACTOR B RES� FOR ASSUI N ALL REARED PERMITS, F ANY ARE N PLACE PRIOR 60 I- vo t.H 5 hlfi* D—r SCN1t�HOLLY 5 DWARF YALPON 3 Gallon 04 O TO COMT'FNCNT WORK. 65 Na brro danesliw FFepww FIREPOWER NAN DNA 3 Gallon 5'I4 O STREET YARD LANDSCAR4 <u NNC ZO" 5EC. 5Ab 54 Rasa Shift' DRIFT R05E 3 Gdbn 514 0 RECTRAN ED I COPY AND 6 SHRUBS PER EVERT 600 SF OF STREETYARD Orwnentd Grasses TOTAL APPLICABLE FRONT: 6325 SF AREA 5TREETYARD PROVDED 12 CANOPY TREES 63 SHRUBS B NEW AND 4 EXISTING TREES 145 U- W. PW ttALY GRASS 3 Gdbn VW • PARKNC LOT NTEROR LANDSCAPING C- NHC ZONING SEC 5.4.5C REQUIRED LANDSCAPE ISLANDS- I TREE AND GROLIM7 COVER GLANDS TO BE e Cf TOTAL PARKING AREA FOIXldatlon Planti ✓Patio Screen Trees 112329 5F PARKNG/ 89% SF REQUIRED LANDSCAPE SLANDS QLv Bat-kd Nave C Nane Sze/Cadtian Remrks PROUDER 14900 5F ISLANDS 19 Moad'n TaxiTlan LITTLE GEM MAGNOLIA Y Cd'pe ® FIXIImAT10N LANDSCAPING 4- NI-4 ZONING SEC 5.4.7 16 LK@.t— x 5UJSI4W WE IJ 916 G-5TRL1M 3 Gdl- VI-4O � @ 2550 19 tdm d-tSaee Var. nbn RLBY LOROPETALLM 7 Gdlm 30i4 0 PROVOFD25% SF Gro'd-- PRESERVED TREES(NOTED ON PLAN) 40 maroi'Ever Green Gm[ EVER GREEN GANT LLYTl1RF I Golbn 1244 • V FINE Y OAK [4' OAK II' OAK W OAK 0 • � - • • • • - N � NX' E (939 fir Act y� fir•, -110 V ff11 FIYaTBt i TAT CPU TRASH ENCLO,zURE DETALINOT FOR CONSTRUCTION CONTRACTOR 5HOl.LU CONFORM TO Al B.LDING CODES RELATING TO WALL .DflB,151ON5 TO BE CONFRMM BY WASTE MANAGEMENT COMPANY BEFORE CONSTRUCTION" -EXACT LOCATION TO BE VERIFIED ON SRE- SCALE f.3O CERTIFICATE OF APPROVAL NEW HANOVER CO PLANNING DEPT, D�� IN'_ ^ DEPT. r 1100 1wtr� I— r CL U Q m� W 2 LJL J 0 0 a = w � z J DESIGN BY: SPENCER IP101,G DRAWN BY: SPENCER PEONS DATE 07/06/2022 REV , OB/22/2022 REV 2 05/24/2022 REV 3 O9/02/2022 r _ .:R' H- 21 : IN'/. li._ _ r_ _ ��- • AIRPORT BLVD. _a= r _l - 9 .•• r., r ' N N #Y A�-1jY .! r�_sy, v— :! - V , A ----A •i- V __ - .! - ! u u r• 6•__ sy—�� r- •d-r-•e•- � i sue. te. -r � { _ ' —_ s.i'r'' /_ �-., -s x�:-,•• �Y s• P : T Y ^• 6 + ,1 p+ r rv,:J�' �; . ?.a -, l.) r' .°•-�.•( .�-Y . 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FOR INITIA FOOT AN01 DIVIDE THE READINGS BELOW BY .90. tb.i: 4 (OUTER to INNER): 0.100 0,390 4.,a ,> ,.: Y' r- Statistics _ �1 _ • F•^ Ps Description Symbol Avg Max Min Max/Min Avg/Min \ �• ~ _ �„� PARKING iK 0.9 fCl 2.6 f.1 0.3 fa 6.7:1 customer approval mce LIGHTING DESIGN TOLERANCE PROPRIETARY & CONFIDENTIAL The colculoted footcondle Ilgbt I.- m this lighting design DUKE rhu do —t togamar wim me concept,, and aaapna a..«w•r hermn. ero proactad vmvee one ore boss,, on epe6fip inrormation presentee as en rnatmmant N ae,vi=e. ,a m mle Dmperry N Doke I., me a «xm end .rive aavm=iea m e that has been supplied to Duke Energy. My in Energy, antl is intanaed i- p Dug. preap me awpl;ea mrormobon. l.d menan rn Ivd;H mamxobon, art na aorta, m me cue mth. N mia -ge My ass, copying, IigM1ted ar« geamvfry inNuding elwe4=n OiRerence; rNlectiva 4Cpmduclion or disclosure of the droving, design or airy inlor, -1 propercea or c ovnd'ng curt«aa. alti mf a UNlax ar ENERGY aft-t M1anin by ma prospective caetomer o, atner enccea, inalvaing oU,e 1iaeJ in the l d.1t ar«, or ligh. from sou w Ir- ® vilhpul limlption, grcl- . erglneers. or e9alp.- moruractaraa la man Im.a in Chia ae.ign may l- mlterent .. um tram nercby eaprnaiy pm, - era - not be xrminad arrant Dror the prodictetl valves. Normal toleronm of vprcage. ro eriRen consent Irom, ontl payment of oompensaxon , Wks Energy. ootpvt ana awlroN ana Ivm�nmre mpnvlaevrc err alas onaN PROGRESS Dnla Energy dia=leima eny cadgay or r.apon.m'dar rot any ea x wll -d sae N err reim�e an mia do ..- ILM CROWNE HOTEL wH.MINGTON. NC SITE LIGHTING ARRANGEMENT Designed by DUKE ENERGY PROGRESS LIGHTING SOLUTIONS Reviewed by WH.LTAM MCLEAN Scale 1"=30' Date 5/9j111z2 Size Draw a "D" LCD50W OPBNMCCCBELL Description - Drawing No. 22-0,A3& sh, t OF I NO. DATE REVISION BY CERTIFICATE OF APPROVAL NEW HHAANOVER CO PLANNING DEPT. %fjo�V.21Z DATE PLANNING DEPT. AIRPORT BLVD. ..t 16' CA Z�2 L ------ --- - I X 16 ------ 'A '_H. 77� N r mdi Cl A- - 0 @ B 16' 16' 16 -f , IN -I A PIP 116! o A I I B 16' 7—' 16' ov DUKE ENRGY. IMERGY. nloeeess Awl"Iffill u a ® Mal R ISOFOOTCArADLE CURVES FIXTURE: MJCFELL OPEN LED MOUNTING HEtG 1. 16 FT JGIAT SOURCE: SOW LED'S. 300M PATTERN : TYPE Ill. 81-Ua-GI NOTE: I E FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND LUVINAIRE DIRT DEPRECIATION. FOR NITAI FCOTCAMDiES DIVOE THE READINGS BELOW BY 90. LEGEND (OUTER to INNER): 0.100 3..C3 _�A 1I.M4 raze ® A na so 74 StOtisti S Description Symbol Avg Max MO Max/Min Avg/Min 1 0.9 fGj 2.6 fGj 0.3 fcl 8.7:1 1 3.01 0 LIGHTING DESIGN TOLERANCE PROPRIETARY & CONFIDENTIAL Th. lil I.— i. we 4Kx, —.l, 1.�. d o, .1. D.. DUKE Mm CROVINE HOTEL WILMINGTON.14C SITE LIGHTING ARRANGENIENT Ina .evvnea W--. dif I. Il -110- 1,— f Ill d1-.11..,t1,.:%=..�9, 4"5 11, dll*il,. d1l, Designed by DUKE ENERGY PROGRESS LIGHTING SOLUTIONS —dl, d h.4, p— G- I'd. = 1., ENERGY, Reviewed by WILLEAMMCLEAN Scale 11=304 'I: ;,I- o—, lighting I— wVxxlol—lxton�Ip—t —,fo-�:% uan ll IN. d.i, ., vroauc. Vt.— —ft 1— h—W -1 l and $h.11 -t x, xx-ftd b—t pin., -d — --o-01.1— PROGRESS ..loan I � 'EZ,,- �st f­ -d l -­— I. D— F--,— l -1— I—ol t�—,, I mitg.. l -- ­ ll - ­wl I., ­ Dace Description LED 5'w OPEN MIT'CHELL NO. DATE REVISION BY =—.— —.1hod.. — of . .li— - IN. --L DY",-g No. 22-0185A 11,1 1OF I CERTIFICATE OF APPROVAL NEW HANOVER CO PLANNINql CAT$ M-9 DEPT. DATE PLANNI1qG1QEWV-1!N&§G DEPT. NEW HANOVER COUNTY BOARD OF ADJUSTMENT 230 GOVERNMENT CENTER DRIVE, LUCIE HARRELL CONFERENCE ROOM WILMINGTON NC 28403 MEMBERS OF THE BOARD Cameron Moore, Chair I Kristin Freeman, Vice -Chair Henry "Hank" Adams j Maverick Pate I Luke Waddell BOARD ALTERNATES Michael Keenan Sr. I Richard Kern I William Mitchell Rebekah Roth, Director of Planning & Land Use I Sharon Huffman, Deputy County Attorney ORDER TO GRANT A VARIANCE — Case BOA-966 The Board of Adjustment for New Hanover County, having held a public hearing on May 24th, 2022 to consider application number BOA-966, submitted by Andrew Weiss, applicant, on behalf of New Hanover County Airport Authority, property owner, requesting a variance of 65' from the 35' structure height maximum allowance per Section 3.4.9, and from the maximum height requirement per Section 5.10 of the New Hanover County Unified Development Ordinance to use the property located at 1724 Gardner Drive on a 4.69 acre portion of the 1,338.95-acre tract (PID: R04200-001-025-000) in a manner not permissible under the literal terms of the ordinance, and having heard all the evidence and arguments presented at the hearing, makes the following FINDINGS OF FACT and draws the following CONCLUSIONS: 1. It is the Board's conclusion that, if the applicant complies with the literal terms of the ordinance, specifically a variance of 65' from the 35' maximum height allowance per Section 3.4.9, and from the maximum height allowance per Section 5.10 of the New Hanover County Unified Development Ordinance, that an unnecessary hardship would result. This conclusion is based on the following FINDINGS OF FACT: • The hardship is inherent in the proposed use within ILM Business Park. • Without a height variance, there can be no economically feasible hotel on the ILM campus. • NHC will miss out on a $40 million investment in the local economy, 125 permanent jobs, tax revenue, and significant economic growth multiplier effects for entire region. 2. It is the Board's conclusion that the hardship of which the applicant complains results from unique circumstances related to the subject property, such as location, size, or topography. This conclusion is based on the following FINDINGS OF FACT: • ILM is the one and only international airport serving NHC. • Airports have different/unique height considerations. • FAA review and oversight of property is required. • A unique variance procedure under Chapter 63 of the General Statutes and UDO is present. 3. It is the Board's conclusion that the hardship did not result from actions taken by the applicant or the property owner. This conclusion is based on the following FINDINGS OF FACT: The applicant does not have control over the existing FAA requirements and regulations. The NHC Airport Authority and NHC must work within and subject to all applicable FAA regulations for any proposed construction at ILM. Unique land use and safety issues are found only within airports and accompanying airport property and business parks. 4. It is the Board's conclusion that, if granted, the variance will be consistent with the spirit, purpose, and intent of the ordinance, such that public safety is secured, and substantial justice is achieved. This conclusion is based on the following FINDINGS OF FACT: • The request is entirely consistent with NHC Comprehensive Plan and Commerce Zone place type. • The request is entirely consistent with the intent of the variance procedure in Statute and UDO. • The request greatly supports the economic success of ILM Airport and the entire region. • The request is opportunity to achieve long-term goal of the NHC Airport Authority. • It is a requirement of FAA to have ultimate review authority to ensure public safety is secured and substantial justice is achieved. Additional findings for variances from Airport Height Restrictions: 1. A literal application or enforcement of the regulations will result in unnecessary hardship: Without a height variance, there can be no economically feasible hotel on the ILM campus.. 2. The relief granted, will not be contrary to the public interest, will not create a hazard to air navigation, will do substantial justice, and will be in accordance with the spirit of this Ordinance: It is a requirement of FAA to have ultimate review authority to ensure public safety is secured and substantial justice is achieved. THEREFORE,. on the basis of all the foregoing, IT IS ORDERED that the application for a VARIANCE from New Hanover County Unified Development Ordinance to allow a variance of 65' from the 35' maximum height allowance per Section 3.4.9, and from the maximum height allowance per Section 5.10 of the UDO be GRANTED, subject to the following conditions, if any: The variance is subject to a finding of no hazard by the FAA as part of the 7460 process. ORD D,thIs day of May, 2022. 4 Cameron Moore, Chairman Attest: Kenneth Vafier, Executive Secretary to the Board