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HomeMy WebLinkAbout2. ILM_SET_SIGNEDLOCATION 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 om =— NOT M SCALE ( GENERAL NOTES: I. MEW HANOVER COUNTY PARCEL MAIEER.4 PORTION RO R04200-001-025-000 2 TOTAL PROECT AREA 204.465 SF (4,69 AC) S. TOTAL AREA INUTILITY EASEMENT. 34210 SF (09O AC) L *7 RENTABLE AREA,-t17E165 - 3BR0- IM255 F (379 AC) 5 D75fNC ZONING 01MCR AC 6 CAMA LAW C A4HCARIM, LORAN 7. INS SITE IS LOCATED MINN ZONE X AMONG TO FEMA FEN CONMHIY PANEL NUMBER 37=2900C ETFECTIW DATE SAWB 9nADDRESS' TOO AIRPORT B.IR B BOUNDARY AND TWO FARM .AIREY PUPtlEED AND PROVLEO TO = ENIGmum BY /ANoWx Dem sumcm PA; V07CAL DARN - 88 10, SIONMATER DRAMS TO SARAN am Cbb 19-74-m 11. 97E IS COVERED NAILER ENSWO NO" SW PERMIT SRB 06047. 12 NO WRARDS PRESENT N LEAD PROECT AREA IS LAND ONO - NEW RANOVER COW AIRPORT AUTHORITY 230 ODVOtNDNT CENTER D4, SAE ISO MAWMRMC NO 2M ����1�ING DATA: IOW. TEASED AREA - 204.40 SF (4.69 AC) PROPOSED AM VM ELIDIIG = ZIM9 F PAVE ENIT = 10-1851 SF SIDEWALK = 21,Z5 S" TOTAL = 154EDR SF IASSBI F / 204495 F - 0766 OR X6I N1fPM1WS TWO . IE.OI.WEE PROWDED FRONT 50 261 Fr SIDE NONE f07 FT- NSF. 27.J Fr EAST REV IM 112 FT 9LI DED DATA MAW OF UIXOM - 1 (150) - RESm" UNITS TOTAL WM - 150 DAM SrarSE (Flm, MAN Lm = lam SF 2H0 It" - IBM SF SW FLOOR - 16,855 SF 47H FLOOR 16,89 F 57H RDON = IBM F BM FLOOR I8,855 F ROOF TOP LEVEL = 10,275 .SF BLWONG HFONr - 95 FT NUM OF SINES - B 9111AW RIPE - V-A BUILDING USE - HOTEL BLWDWD AREA D,569 F(f'OOI/NdN/) LOT ODWR,AL . ZL569 F / 201.465 F - am PROPOSED 11.09 MUM LOT WWRACE LEGEND --� EDS77NG BOUNDARY —W— EXISTING WATER EMS77NO SEVER E7o5TING s7REET uGHr + EATSI7NG FIRE HYDRANT © EXISTING TELEPHONE MANHOLE ® EVS77MG SANITARY SEVER MANHOLE (] EXISTING POMER MANHOLE q EXIS77NO WATER VALVE EXISTING CONTOUR PROPOSED BUILDING PROPOSED PAVERS SIDEWALKS AIRPORT BLUR.- \.L 'n 1 n1 5 t. AIE 2P.�, z2 �1 o FT 2FT UnL AU 2 Y / / sh 1 i e 1 I a KEYNOTES: O EMSIRG INTER VALW O EASING WATER LIE O EASING SI091 GRAN Oj am SERER MAIENOE O EOSINe SEVER LINE ©Dome LAVER CRMAO POLAR LIE O DUSTING GAS LANE O EXLSNNG AT&T LIVE O9 EMSRNG FIRE HYWANT 10 PROPOSED WATER 4EI71N 11 PROPOSED &pOLOW PIEVflNER 12 PROPOSED WATER LW IJ PROPOSED FIRE SERVILE LIE N PROPOSED CUB AND MITER IS PROPOSED mC IB DUIPSIFR CORRAL I7 PROPOSED INNER LATERAL 18 PROPOSED MM DRAIN 19 emm SMEEr TREE ® ORNERY AREA O PROPOSED FEE HYDRANT ® PROPOSED Nm. STOPS J fir''• 21 �19 0 19 dN tE wER 5 �— sa irARr sEwER �` N�' , UNDERGRW,,,lyyippp 1B 11 i f Rq ss 1B vaNI�� 'Z '412 45 O11Dbb!PAW l�Ty 10 FT �;IARDi•W 2 ' On \G, - 18 _ ems` 2S'a 1 a t �� r(r srnal Y�Ng rs m9 TER EDP ♦♦ rr--.. 1 11 Y>YE NEW HANDIER COUNTY AIRPQPT iNOH \\�PI. V TAX PARCEL N, R042 0-OWW2555���pOp `-� \ \ s,A. ��r\ �\ \/k.-- iI IAIDUSE Z0~ AC ANMRT BUSIhF55 PARK.�.:2 r�--to�0 NWII CZWLWIM2 AIRPORT AVTHOINRY AOI LANWSE. ARPO4T AC BUSINESS PARK SITE UCHTING I. ANY P"7K FUSING ROTAWD, 09"INB OR OTTER TYPE OF U01T INTENDED AS AN ATWVMV-GMM DENCF 6 P701Blo 2 FLOOD LUM SPORIGIIS OR ANORER LIGHTING SALE BE ARRANGED OR S RI= CO AS NOT TO CAST CIUM70 N AN IPINND MOTION ASM AN IMAGINARY LINE MOM FROM TEE UWT S71IRCE PARAUEL 70 I E CROM RADIO AND ELECTRIC DEVICE: 7. ANY RAW OR SMITUX OENLF I$ PERMITTED ON LY INAMCR COAOV NM A VALID LICENSE OR OTHER AVWK192 TIN AS AAY BE ISSMED BY T E FCC 2 ANY RADIO OR EIE'MW DEVIC& of O'ERARON OF MICH NWLD MAX ANY RILES OR RE4UAM OF TIE FCC IS PRONB7M VISUAL HAZARDS. J. ANY OPERANN OR USE THAT EATS WE Obr, OR CREMES GLUE OR OTHER VLMAL HA21N6 6 PROHIRrEA USE RESTRICTIONS.'' ANYINNC THAT CRATES 71E FOLONNG SCOMM 6 PRONMWEk I. GLAZES ELECIRCAI. NTERFEREINE NM NAWC W94 SOULS W R400 COMIIIICAmm &IYEEN TIE AIRPORT AND ARmAFT. 2 MATES IT OFPRLT FOR FLOS To ORNOASI EETNEBN AIRPoRr UOUs AND OBERS 3 REMIS INCILARE N THE EYES OF FLOTS US'D UE AIRFW.. A MAPS WSB UTY IN THE V1RDY Or DE AIRPORT 5 WAIES BIRO SMILE RAZAIDS OR 8 OR OM NSE N ANY WAY ENAMOR W NRAFE E WIN TIE LAIDQM TAXEW,, LN MAIVAEiNG OF ARMFT NTEIDNG TO USE I E AIRPORT. M1� /PLAN. CONQ+�- ' PI.1fFT o- CERTIFICATE OF APPROVAL NEW HANOVER CO PLANNING DEPT. DATE PLANNING DENT. en P DEVELOPMENT NOTES: I. ALL SXNS AM PAWYENT MARKINGS N AREAS OPEN 10 PUBLIC MOM ARE TD MEET YUTCD STANDARDS 2 Of OMMUOR 15 RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EMSDNG UTILITIES, MATING COVSIRUCTIM CALL U-L= AT 1-6W-6JT-4M CONTRACTOR 5 RESPpVME FUR 71C MPAN AND RBYACEMDVr OF ANY UTLIES cm AND Wrlm 9DE11'ALX PANELS, PAW10T. EM THAT MAY BE DAMAGED OLM CONSTRUCTION DAMAGED ITEMS WALL BE REPAIRED 70 AT LEAST RE CIIAUTY ON NOPoOIANS P FOUR INRE GN OBAL HELL J SAND WASTE OI'fUSAI. NNL BE DINPSIER SERWM 4. ALL DEIEL(PMUIT 91ALL BE N ACCORDANCE MIN NEW HANOVUN OOUTY ZpND ORDINANCE k SEOMM lEOAARONS S APPROVAL CE SEE PLAN DOES NOT Cmmm APPROVAL OF PROPWm MMGE FOR TIES SITE A SEPARATE SIGN PUNT MUST W ODTANA e. APPLICABLE SHEET FRONDS S ALL HAVE HARM WGETATR£ SONEUNC AEE7NG L10CNR'REOUAEMFINTS 7. of DEVELOPMENT SHALL COOLY MIN ALL COUNTY IECI NCAL STANDARDS AND LEIflOHENr REGU AROIS ENVIRONMENTAL NOTES: t. NO LAND DISTURBANCE 6 PERMITTED O TZE RE LEWMIED LAM CE DWURSANCEF FOR 91F EEROMJENTS DINER ROAN MMT 6 AEL'ESSARY D TIE INTO EMSINO CONTOLM OF Aa7 LAFDSCAPM REgEE1E117S PARKING NOTES: I. PARTING REOIARED FOR AC RING HOIEL - 150 AEIS 1 FACE PER AEY - 150 .PART MAN LEVEL RSTAURAW - 4282 S. 6 SPACES PER 1.000 SF = 20 SPA 03 MAN LEVEL COEDN AREA = AM7 SF.- 2 SPACES PER 1.000 F - 14 SPACES ROOFTOP BAN (NSDE/OU190E) - 4750 S:, 2 SPARS PER 1,000 F - 41 SPACES SPACES REpARED = 225 2 274 SPARS PROVIDED J 7 RAN" SPACE PROVIDED WAN LEWL IESTNNANT = A= .i� 2 SPACES PER ;ODD F = 7 SPACES UTILITY NOTES' 1. PROECT SHAH. COMPLY W H INE NEW HAW" COUIM AND OWES CROSS CCNNECDON CONTROL REOL46 NIS IUTIR METERS) CAW LE SET ARSE A0VATED ON NEW NAPE UNIL ALL REp.FE1E11TS ARF NET. GUL 343-3910 FOR Nrrwwm 2 F TIE OWMACTOR M ES WATER FOR IXNSihUCTIM 1E/9E SHALL AREY IN ADVANCE FOR RR SERWX AND MUST PROME A fELVA7D PR6SI.WE ZONE(FPZ) BACDLOW PREVENTION DM ON RE OMCFB1S SERE OF THE WATER MEN)? am 3 ALL ODIMERCC9AI. INTER SERNCES AID ANY AMTON SYSTEMS SLFPUED BY OPUA WATER SHUL HAVE A RAMLOW PREVENROI DEW AQVIABL£ TO NE GPIJA AND ARWWD BY WOUHR W ASSE CALL 799-6064 FOR "ZRWBaL A ALL TRACER NE FOR UIIUY NPROW)A NIS TO BE NSIALEED PER MA STANDARD SPECAOAREN 4CDON 33-01-I2 S 36, NPNI.11 CINER OVER ALL WATER UkM 6. ANY SEPARATE CONOMM FOR PoW.471011 BALL COMPLY WIN CITY AND CIWA CROSS-CYYNECTRN REQUIREMENTS NTH APPROVED BAOMOOW PREW/FnON MINES 7. AT LONTDNS WERE PIER MAN (FOSSES (NOR SANITARY SUM DIDTRE NON PEE 91ALL BE USED ALONG NTH PROVIDING 24' ~41 OF HRWA SEPARATION. B WATER SERVICES CAN NOT BE ACTIVATED ON NEW IMRER MANS LWM ENUN EIM CERMM410 AID AFPIMWTS CERTIFICATION CAI£ BUN PROVIDED TO NCCOOR AND TINAL APNDVAL• 159E B MDERLROM UNITES- ALL NEW UTILITIES SRN. BE INSTALLED UDFAMONO EXCEPT WtW 9/CH PLACEMENT 6 METED OR DEEMED MPACTIM BY THE UTILITY FROMM CDERMIN 7 FACIIIES FOR STREET LIGNNNG AM ALL P,HX STREETS ABUTTING ICE SLaW 9IE BALL HE INSTALLED BY RE OEWLOPM 10 CONTACr BIT Kamm RE UTL77E5 N RE Row RRE���S��NO L LANDSOAPNC OR PARKM CANNOT BLOOD OR M/EDE PRE HIDRAA'TS 04 FDCS A J FT PEAR SPACE SOW. BE MAMANED AROMD RE ORCU FDd7KE OF THE HYONNL 2 CONTRACTOR SNAIL MAINTAIN AN ALL NFAM ACCESS FOR EFERRRCY IINOES AT ALL R ES DURING C061NUCINN 3 PRIVATE LIDOECOON TEE LM REIXIE A SEPARAE FIE ILK PUNT FROM NHC FINE AND LFr SAFETY OWSKN L ALL FDC LOCATIONS TO BE SHOW ON FINAL RUN 5 FOG MUST BE Of RE FROW OF RE MAD14S) UNLESS; OHM" APPROVED G RILE HWXANTS TO BE INSTALLED PER NEW KWM ORDINANCE AM CFHA STANDARDS 7. WATER FLOW ANALYSIS u BE REOMm TO MOW THE CORRECT MAN amToMEET FIRE HOW DEMAND. a. NEW NRRANIS TO BE IRW01T INTO SEVEE PRIOR TO COMBUSTIBLE M4mw BEU1flED TD RE NOB SITE A H=MT MST BE NOW ISO FT OF TIE FDC (IEISDID AS RE TINOO mws IB FDC MUST BE MINN 40 Fr OF FINE APPARATUS PACINENL II. N AODITION 70 I E STANDARD COO EIM ADDITIONAL FIVE PROTECTION AND AWSSIR ITY REUV OBITS MAY BE REC.WED OE TO ANY FECAL RROM6GNCES CONOERWIG DE PRO&CE 12 CO IRAMW SAIL 9AiRr A RAC( STRENGTH SMY THAT LEM06I1AE5 nlAr DOSRING DERCED6'Y RE" m RAM( sam LEVELS MEET RE /EGURE EVIS OF SECTION 510 OF VE 2016 MC FIRE CODE Id £ESE INSTILLATION 70 MEET NFPA 24 14. ALL RLU7RN VALVES WINN RE NOT BOX AND OE7NEW THE HOT BOA( AND THE RISER ROW MUSr BE ELECTRICALLY SUP MM 7MP ES77AMION BASED ON 117H EDITION AGO PRONDED BY RAIEY KOF Assoa S IDTIM ITE CODE - JID DAILY TRAFFIC (COD) - 1.202 WEEKDAY AM PEN HOW ENTER - 38 ENT - 30 WMAY PM PEAK HOER ENTER - 42 EDT - 41 SIG 20 B a rKt +20 snuE N FL2T.�' I•- 40• CSD ENGINEERING Uah-X f C-2710 EM NEERM LAND PLAAKWO COMMERML /RE9"17Ae P.O BOX -" ARMWFG, NC 2. (910) 79f-4N1 a { 8AFF {+F =Elf 2 � 1 f< Km yy U 3 2 ,.,NoCARp 5453 ^� 025A63 DATE• 4-13-22 NW¢ scve r• - 40• 1ERl. STAY GRATIN BI" BAH f7YECKEO 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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AIM W = SS CO AIW GRRAL QS SS MAYW AAW xAN No NATTR AM Q..� aLwRr AND RP RAP ___ PROVO LODE WN — - - — a2WAf r TA.SDEAT —22— D251m comaR m xM MAIN 017EN FLOW ORECIN PLAN LEGEND DATE a-22-2022 IERr. SCA1L %A DEPT. DRAW Br: REW CHECKED BY.- IISR 5 2.5 0 5 10 15 PRO..ECT Na: 22-0802 50 25 0 50 100 150 j f IZONTAL SCALE IN FEEF. 1� 50' .. a DCAL SCAT£ W rEET.I• � 5' e I I.Dt3 L .A �'.[y;-S�1NY RSL I'---_ -_- RN �7 Iµ1 M F LTRB AND ;ureR MN. - 11:A WEVII = RAAP %1071 IOR f k MA., SEG'L 2% IN ANY CREr,,1:D 8.3X LNN Y<38 y P. N' TFRA-..CN= SECTION A-AONLY, F- VATCH 11iN:`IEGS CF EF:SIN^ AY.MA_T (_- NB1.) A RIA:F. 9.SA 1�'!Z 4>\.`� OR 3 _B '1323 MY.) 9i UFTS CBST.N:O 7 CLEA'. ]?J.AR - UT E r ]�Vi TALK A' £IBC BAY (!GIYI 111 z e 5'_BBacE ;9BTI �F"'•^ OvEwLL ,3:x) \_. TO SUIF£'tl A I AIIL:E C3 REFUSE L pAi S:gR.µ: A5 f f R7,:•.ED -Y EVGN'_R vAR PIE mm", NO- COCFI« SNA Ik. EO'I.;T RE v- .: NIE I1M 'N1 A .AI'-BT AN.. f•OE-+ts NGi FrEJt41E FO::NDA:i,N lx!C!11R41NC SiCNE 2. Tf� SHAU SE SU T.AELE MATE- THAT IS TREE ENUV HEAVY CLAT. GUMBOS. DERR.c iRf µt, ANO ITIE TO NO _ACESE,11 YOI3RIRF. } UA :11 A, P GIH I:N IF. RQP:I3 YTO A.W.1 [ U Tc. E. JST AEC FLS EI N 5 T LEA - 0-NAB' - IL, TC;. !. .f.A - RE NSTALIS' IN L d LT7S AND I - ACTED E. A 4EC2M..-T3 "AWYR (IA .tdWG JAW. HO .R. N BRATORY IN EI D -N` a1P w IJAY DE UEm FOR L472R S% A'+AT:' E1 W MAT, Lu+P V-c-HCD ALL HOT RE USE]. 5. AL MFRC - CASNWS SHALL BE SET RUSH TO GRADE AND V-TP TD IF 8. COV T Y=-S TO INMUN° Z DENEIT S-C- I U.T. AS D-T- VR;E.7 BT M STAID-1 P T 1H7,I AS N D P S A FOR EXA YG -SPJ D A99 C ]RA,6c ET--B N 2EAR Lf OR LC , W 2 A5F PI 1. 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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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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