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Home My WebLink AboutNCC232861_Site Plan or Location Map_20230922 \ \ \ \ ElP Ig1<9 \, A"4RFy�FS2- �37s �Np�\ C /L 0/27 .82 s.26 T�IY�s�\ S000S2<0 Flood Plain Note H +W DESIGN 4 O Any land disturbance in an AE zone requires a flood plain development permit I \e 44) -\ prior to commencement of work.No land disturbance activity is permitted in 30, 36 �Q+ the NEA(Non-Encroachment Area)without a Hydraulic/Hydrology No-Impact 'i s 'Den' `;38 A�j\ Study completed by a licensed hydraulic engineer and submission of a 2512 Independence Boulevard mefe/".5,—( �_i \ No-Rise Certificate by the engineer.The No-Impact Study must use the Suite 2 0 0 1 •* G�pej' rq•\ _icy- \ current HEC-RAS modeling and will be reviewed by the State for compliance. ' Wilmington,North Carolina 28412 I `.a / \ ,„ POND 1 J,\\\i T 4js6, \ �' , ---1,, EIP \ N s 1 0S-2 I `\ 24•RADIUS SITE a 11 I rI% ,!'I'�� t \ L ,',17 Ab S,.... T US 24_76 ✓�)—.i.A OS-1 R 'I!% i��/,�/ .05 AC. 2 0^ w, ��f�A � I1 NOTE:PROVIDE HANDICAP ACCESSIBILITY =1 /' ,�,� SLOPE SHALL NOT EXCEED 5% \ 1. '�,��rh�� I O TYPICAL CURB/GUTTER DETAIL VICINITY MAP (N.T.S) %`%J/ilk// SAMTHYA CAINES o.sli �tIle� 4 NTS MBS, PG80 r ��.:Q" 1 n 'Kr a(" PARCEL ID 01500054 1 �� ti_A, /%I��I�� I0, I v�/��f� o 0 AAA. o w ^ �1' 11'-0"ROADWAY 11'-0"ROADWAY 1' 4 N =l V MAIL KIOSK ZW —IO NIv t'l+rr.sg.i,,,,LL=.swI e Z Bus Stop ' , IAT � ^ J 1.5'aF1e.lSA1ORSLSO9PSEB ASPHALT JW OS-3 ' IIP 1 ,,..0-- e. 112 Jt'SLOPE 1/4^1'SLOPE ------- ›- 01/2'1'SLOPE 13 AC. 1 0 W \,, I a Ce Ce a Prect Title: 4O 0 \ �' I I\ a\ 13r-Orr \2'-0"\ 2'-0"\ 8'-0" * 5'-0" \a 1 k • PLANTING STRIP CURB CURB PLANTING STRIP SIDEWALK �� f •E �` SHOULDER SHOULDER 1 W W w �� __. . . * ... \-,.j._\ ( ____/-. m 50'-0"RIGHT-OF-WAY �� / wETLaN � '607 \� t , "vyEr�An�� w � �� % . . %. . 3 TYPICAL SECTION - TWO WAY MINOR/LOCAL STREET (PRIVATE) � , — . i / � ONTS V / II OCR-A I DP REQUIRED OPEN SPACE RR(15%) 1.05AC1.. f./ 50 �+ PROVIDEDOPENSPACE 1.46AC(21%).23AC I IL 11hal%-"Illie'a%I. . . .0ECMm 0.7-6 57 AC., �/ REQUIRED RECREATION SPACE .16AC(15%OF 1.05) ISFSF 1oO ' POND `��/ �16 AC.ACTIVE PROVIDED RECREATION SPACE OS6 .16 AC(park node with pedestriantrail) _ 7=3 o Vr SF 1CO �� - -1 a 1 PS POTTER/SMITH FAMILY CEMETERY SITE TABULATIONS O z �.. H pN DB 1021, PG 489 APPLICANT INFORMATION H+W DESIGN OVERALL SITE ACREAGE 06 AVERAGE LOT SIZE 45'0108'(5184 SF) / PROJECT ADDRESS SR 1419 NORTHWEST ROAD SINGLE FAMILY ACREAGE 5.1 MININUM LOT SIZE 45'X 108'(5184 SF) N PARCEL ID 01500051 +/ II / a \ I f ��"'�"' ItV PROJECT ACREAGE 7.06 TH ACREAGE 1.96 PARKING CALCULATIONS 2/RESIDENTIAL UNITS CD BUFFKIN H D 11,, ��/ ,k N EXISTING ZONING NW-RR COMMERCIAL ACREAGE 0 PARKING CALCULATIONS SINGLE FAMILY 2/UNIT(I2 X 2).29 ft2 }+ (� ZONING AND LAND USE ADJ.PROPERTIES NWR-]SOOCZ,NW-RR REQUIRED OPEN SPACE(RR) 1.05 AC(DS%) PARKING CALCULATIONS TH 2/UNIT(8 X2)=16 PROVIDED MB T, PG 235 I V ^A� °P� I IN W 'EDESTRIAN TRAIL OWNERS INFORMATION- STOREHOUSE HOLDINGS,Inc. PROVIDED OPEN SPACE 96 VISITOR PARKING 0 E PARCEL ID 0150005809 b 0 (� 315 DAWSON STREET,WILMINGTON 28901 REQUIRED RECREATION OPEN SPACE IIS%or 1.05) 0.16 BUILDING SETBACKS SF BUILDING SETBACKS TH ^1 t/1 'W /i / / SF 1P M Q WETLAND ACREAGE 0.64 PROVIDED RECREATION OPEN SPACE .16 AC CORNER LOTS 30'SIDE YARD CORNER LOTS 30' W� J 1 UPLAND ACREAGE 6.42 TH UNITS(20'055'I-25TORY 8 FRONT LOAD SF LOTS 25' FRONT YARD 5'FROM FACE OF CURB C LS] F-67'11'--� 22' I � O E SINGLE FAMILY UNITS 12 SIDE YARD 5' SIDE YARD 10 19 Parcel ID-01500053 TOTAL RESIDENTIAL UNITS 20 REAR YARD 9' REAR YARD 10 Q CD 1 _\ —45'—� _ / GROSS DENSITY 2.83 10'UTILITY EASEMENT ON ALL INTERIOR LOTS STREET BUFFER 20'REQUIRED NORTHWEST ROADf:'' ----- > 1. • SF J 1 / LINK NODE RATIO 11 LINKS,9 NODES-1.2 0 z O / SF 1 r Co 1 / I �S-5 General Notes i z 30'perimeter buffer ��"�{{' O 16 SF located within Duke Energy �/ 1 8'14 10 c F J .28 AC. 1 Project to be built to Brunswick County specifications for water and sewer.A Utility plan must be submitted and approved power line easement,existing S S+ S _ - by Brunswick Co.Fire Marshal vegetation shall remain,supplemental ( SF SF SF / / -C,-.4-- METERY , 2 State Stormwater,State Erosion Control Permits must be obtained prior to any construction.No natural drainage lnisdm«<y andaelaleondaremesae propeMolme proressonal enareeyue vegetation shall be installed where PONDI -I u) areas will be cut off or disturbed before obtaining permits. media fisspeck projeclony.lt shall not be loaned,coped orreproducad,n necessary,coordinate with Duke I I r--rr�r 03 3 Fire hydrants are required at entrances to development,then every 800',every 400'in multi-family areas.Double water meter boxes required. wholeamtar.Rf ram other purpose or projecta,e50Ne Energyprior to installation --1 v w wsteor,enmlme psl,er,,al. �_...�---_ .� ■1 1 -, End line with a hydrant and full size valve with stub-out near lot 13 for future connection _ I��. .L I I seL_ Iss a 1 ISS U, ____________________ 4 Public utility easements required over all water and sewer mains. No: Revision Description: Date: — , I w 5 NCDOT encroachments required for connections on SR 1419 Northwest Road. SUTTON PLANT-DELCO 230 KV SOUTH LINE a kQ 1 , `-, 0 6 All roads to be private and will be built to NCDOT minimum standards for subdivision roads. 1 DUKE TRANSMISSION POWER LINE 100' EASEMENT I 1 7 No heritage trees have been identified on this site. NQ. OHL I OHL OHL C.J OHL OHL 30'perimeter buffer / 1 16.08' EIP 129.26 EIP a The Home Owners Association(HOA)will be responsible for the maintenance of the streets,stormwaler systems and open space areas. I — OHL / VOL S 52`OS'25"E OHL 0 OHL OHL O 9 A home owners association will be formed prior to the sale of lots and memberships will be automatic upon purchase within the development.The home owners EIP N 51oH 5'34"W N 51°48'9 WW 10 association will comply with the standards set forth in section 6.11.2.1 of the Unified Development Ordinance. OHL �� OHL 109.76 OHL OHL 11 Street lighting will be installed consistent with UDO Section 6.9. 12 Sidewalk shall be installed on one side of the all roadways within the development and will be denoted on final plat pending approval. 13 Street names will be provided at final plat and coordinated with GIS at the time of final plat. 14 Utility plans will indication all locations of fire hydrants,fire hydrants will be located at all entrances and then every 800 feet thereafter with hydraulic calculations. JOHNSON ROSCO HECK WENDY BENTON SARA BENTON SARA GONZAGE JOSE GONZAGE JOSE HARRIS EDWARD 15 Stormwater management system will be designed to attenuate the 25-year/24-hours storm event on a project wide basis. In addition,the project stormwater MB W, PG 156 MB W, PG 156 MB W, PG 156 MB W, PG 156 MB W, PG 156 MB W, PG 156 MB W, PG 156 management plan will be evaluated for the 100-year/24-hour storm event. PARCEL ID 0154A012 PARCEL ID 0154A013 PARCEL ID 0 154A01 4 PARCEL ID 0154A015 PARCEL ID 0154A016 PARCEL ID 0154A017 PARCEL ID 0154A018 16 A neighborhood meeting is highly recommended but not required per UDO Section 9.2 Sheet Tile: 17 Site is an X Zone as per FEMA FIRM panel 2148 dated 2006 18 A TIA is not required for this project SITE PLAN 19 This site is located within 1/2 mile of a Voluntary Agricultural District 50' 25' 0 50' 100' /\\7 20 Existing vegetation will be used for the 30'perimeter buffer,supplemental landscaping will be installed where necessary 21 The required 30'permitter buffer shall be.06 opacity 22 This project shall comply with requirements of the Brunswick Co.Fire Marshal in conjunction with the current edition of the 2018 North Carolina Date: 12.1.2022,TRC Sheet No: 23 Fire Prevention Code and the Brunswick County Fire Prevention Ordinance SCALE 1"=50'-0" All proposed utilities shall comply with the County Engineering Design Manual,Technical Specifications,and Standard Details for Water and Sewer systems L-1 Project No: 22046