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HomeMy WebLinkAboutKipling mapN O 00 8 10.404 Ac, 6.40 Ac ° NoM BD.o' o tS.Or t \ Map Number 2018-283 - �\ �-/. 150�, ?.2, 0.4 4 Ac. 0. 404 Ac. 99 N �� �� o -0.404 Ac. °349 s3.T '? \ y `\ Property shown hereon is located Wa tersh d District IV, and the \ \ I Wadi N, a 1e I j-,8 0.404 A . 0.404 Ac., 0.404 Ac. .oaf Aa h W,t,r \ 425.T r ��'J n a I \ maximum impervious, area ! shall be limited to 247" with curb and utter. Dorris G. Cab'e / °' °�. (°z GO ya Meter 80.1' lowoff N 0.404 Ac. M '� 0 6?•0'_ tssai Typ 80.t' so.t' 3.r a o Property shown hereon is located in Municipa Growth Landuse Area, Dee Book 788, Page 952 / �o I 55.7 BD.D' e ti Plat) Cabinet 1, Slide 206 � v ° r o H � U p 1.7' n 4 •6 'As a \ No lot shown hereon shall \ have direct accesst o SR-2215. \` / / w 96 so. i' so.7' 91.T 55.6' , W p 4, o f 2S o s• 68.220 Ne-,Total (63.??07 Ac. Not of RA-40 Zoning and t 013-4e. -of ]MA -- 0M) In bdivision ` 18.962 Ac. Net Ri q 'ed 307 -Qpen Space for RA-40 Zoning 0.404 Ac. Blowott ss a 92.3' �� b •`9' °+ �1 " I / � e-� � o � �13 ,�a \ \ \ 19..961 Ac. Provided Open Space \ q c° c 14 a P I I� 102' Lots planned with Harnett County Municipal Sewer and Water. 80.0 64.5' o I i`•3?`S f o ® rn 6 PO4�� W 0.404 Ac. aM \ \ i o / Water tiy' s •0, l off- I Minimum lot size = 17,600 sq. ft. \ \ I p A' I 7' 0.0.404 Ac. "`95 `�Me er Q- �'h N o.404 Ac• •- 0.404 Ac. � °p tp \ Iaximum �.ot size = 24,698 sq. ft. Typ N m A 1s4.2' dose h Paul Barbour '\ Average lot 1ze = 17,802 sq. ft, j N [J i a s W 0 - 9 48 P \ \ \ Min um lot\width ® R/W on Cul-de-sac = 40.00' 1 0.404 Ac. a �- m, / r 63.2 94 0, 59 m 114.6' 6D.4' ^ Barbara M. Barbour , i� 7194 3' �m o N N or N 0.404 Ac:-0:4714 Ac. M 105.4' i1-05' Deed 79B�.Page 551 ' o Minim lot width ®RAW = 60.00 I 9 0.404 Ac.^ 93 N 92 91 90 M o.404 Ac. 46 _a zzo. ' / BMap�99-335 I �� Approximately 1684 linear feet in Street A I n ' _ 17 0 04 Ac. 0 1 pproxima y 1775 linear feet in Street "B" 1 a 1 0.404 AP 115,8' 93.8' 86 6' 0. 0 p. o, o Z011ed:��A,�20 �� I I do 82 12asaoo, 0.404 Ac. 0404 Ac. 0.404 Ac. 2zo.o 4445•� Zo -40 \ \ \ Approximatel 1188 linearrfeetin Street "C" /_ 220.0' 22o D' % \ \ Approximately 706 linear feet m ,street D" o Water a er y I PP Y 4 0.414 An vn' ^ >4 s3 - 51 .404 Ac. d b / Approximately 53 1lnear feet Total in DeTrelopp�nt✓" 4� 1 o a' s3.o' 65.0' 0.404 Ac. 45 0 22D.o' O 18 40 \ \ All streets shown h reon are to be 50' Public Dedicated'R� and aL tlllty Easements. 80... 97.8' 97.6' g1.1-� o o 0.409• Ac. 80.0' a1.7' 220.0' � All construction n shall be in accordance with�ett Courity__an �\ �� 4 0.404 \Ac. or MH Typ 22 \ M - j \ \ I 4 \ o Q2 o S o 'G DOT sta lards an specification / �� -� _ 1 I \ \ II , �30.1. ,oti• ---•'�- 3s' - --__ 0 52 0.404 Ac. _ �\ I All iots shall be served b ar t Count Muni /a e2"r� and Sewer �-i I I I v 810woff 14 _- �. O moo.,. 0,404 Ac. o o \ � . ;7 is are y 220.0' C 19 0 04 Ac. o \� 1 x 1 All rainage easements permanent d'-puliilic.,.The rna n.tenarrce / I j \ 220.0' FH _ \ \ v o; all spa -id draina�e�easements shall ,be resj�6 bilityjof �dividua ,�lon� ( 8 d m N b 220.0 ' o I ,owners that border all such easements. / \ / o.4ok A°. s 85 " 86 N N 89 0 53 0.4 Ac Developer shall conform t all Harziett C yia�rd -North--Caroli\ \ - l_� l a 0.404 Ac. _ 43 a ay 8 $ 8 o 0.404 Ac. o `io ° �\ soil and erosion regulations. / �\ � � i I v �'15' 0.476 Ac 0.405 0.430 Ac 220.0' o 0.404 Ac. S \ \ g / • -�T . f o 0.4 4 s A 220 0' 00 7¢ ¢ti"o \ The hlomeowners` association shall be respons� o mairrtalning--th ��\� �, 0$ 79� o•S' <��75 0 220.0' �osa51 stre'etscape buffers and all openr� sp�'o �\ j �� a h>> 0p' rH o' �at.1' o 4 0.404 Ac. o 0.40 0 0 \Fire Hydrants and�Street Lights shah b/nt,IledHarne"i't-Co y Ro t?l� atict / o 1. 6s Ac. � 4 80.0 Ss.Dxd' � 42 I I \ �' -� I 0 / / I Preliminary Subdivision Plan Kipling Village Subdivision po FEMA FLOOD HAZARD\ STA EMENT � � Lots y�hown n to s MA Flo d ar not Hectors Creek Townshi Harnett Count NC ,.NN. �-\ \ h \\ locat6d within ihel FEMA M� p y� �.j,$� W tx \ Hazard "Zone AE" as shown on Scale: I" = 120' Date: 10-4-18 i C' FEMA ap No. 3720 6426 J y 4 I \ \ \ is fez Nof Effectil Date: 10/03 os 2� Zoned: RA-20M and RA-40 Future Land Use: Medium Density Residential 1431 � I a� I � \ �publir £x � � � \ � " Y 1437 ,\ ' �'�.\� b PIN: 0652-47-0150.000 PID: 080652 0017 \ 120 240 J \ arl3�tt County 6 �° 4 �- \ Minim m Building o AP r4$7 tit r¢35 lti0 / / \ \ \ \ \\ \ rH Setback R quirements \ GRAPHIC SCALE "v y A-20R, RA-�'OM30 & RA-40 PREPARED BY FRONT, 35' from R71r\ STANCIL &ASSOCIATES I Nc4z1 / d�S, / /\/ i // - /� \ \ _� �\ SIDE 1a5�� PROFESSIONAL LAND SURVEYOR, P.A. C-0831 �\ & 2> S / l �l \ /. � / \ CORNER LOT SIDE: 20 _ 96 Depot .street, P.O. BOX 730, Angier, N.C. 27501 P / t/ / (919) 639-2133 (919) 639-2602 (FAX) 11 /� �� C \ 1 \ \ \ _ _ stancilsurvey®gmail.com Lillington � / / u e 1 \\ _\ '\, \^ _ - w ex Owner and Developer VICINITY MAP \ J - 90 Pub e 1� Pmp-12",wat.r LWe - Penny Road Developers, LLC / ip oh ' is o J _ / Blti`Wot 1,1 reetsca Pe 13�er Woter Li No Scale f� o ¢ oad / / "d Cenral Paul Cox Barnett 7 e�2' - - 75' Prim View and vista \ � THIS DOCUMENT IS �� �\ �� SR 2215 N B2°50u er Open pace 10.330 Ac. D B 1364, \ _ _ FOR REVIEW PURPOSES �_/ I /1' ,� C Sewer M p _ re�scap�� Vista �� "�o'.� o Page 500 C. i ___ Prime�iew and f� 0 0.5' 1 53. ' 99-335 x \ ONLY AND SHOULD NOT re 75' 0.828 Ac. 1P hands 0.0 BE CONSIDERED A f ^\ / e sca 2 v� 5 ace st7 0 CERTIFIED PLAT. THIS h-'`> >�395 �. ` o Ope P 485.9' 165.0 � -- ti 75 P me vie �"�a o D 3 Bo t' \ \ PLAT SHOULD NOT BE P n space ao.t' /� - rn J 1 p' 1 v I I USED FOR CONVEYANCE 1 ,`U c' e w and Visfa �� o `� o N O N 1 Ul ? 'w. 8. sas Ac st 80.7 m 5 A N O w n I I OF TITLE OR ANY 82.0 65.5 s8.3 gp'6 / 0.404 Ac. o No 0.404 Ac• p OTHER TRANSACTIONS. ;I N a, 0 8 404 Ac.. 0.429 Ac. 164.2 0.404. Ac Ae. pp \ = c° 1 O J M o, I y� \ K \ �\ Site Data and Notes N ? L O m h no' I \ Deed Book 3639 Page 464 \ "l >. 9 8 N "o� r� i m 'i o 404 A 0.404 A° - © ry o ow� , g carve Radius J Length D Ita Chord Ch rd Bea . C71 645.00' 3 2.52' 31 °18'53" $46.15' S 81 30 0 E I C-2 1725.00' 1 39 .9 ' \ 11�09'03" 395:06' N 89"25'Ob" E 22�� $ - 0.404 Ac. ' �69.3 `�? 80 men war MH T 220.0' m V I �� I ram - I o a 8 0, YP 220.o' V I C l o • Q � so.o s1,ao.o Z) �134. 0.426 Ac. �80.0� . . 88.3 63.9 0 55 0,404 Ac. o / v `� o 88i3�"1�\ � N � \\- / v •y 220.0' °°� 0.404 Aco tll ro g^Q�404 A\H 0 o a a 2z0.0' 0.567 Ac. N ry o 5 rn °�' 2.. :t o 5s 0.404 Ac. o i6 N N q\ W 9.494 AC. 4� @O I N �C - \ 220.0' COro 3 0.404 Ac. Phase Breakdown Data I I I ` 0.404 Ac. 0.404 A ,,, ,,. I \ 1 ��1 N �� �0.460 Ac. _ 0:404 1c. 0,4�:-. 2 0' `_ __ `Net Area of Phase One �2 .3G3 A \1 `� \ �_- / / jq p ,y W _ o Z20.0 1 Regnired Area of Dedicated Open S aD� 6. 209 kc ~� C� o • 74g9.0, \� \ ro 0.404 Ac._/o o w" I I \ Area of Dedicated Open pa e tip of •� 42. 0.404 Ac. o Area of� oads in = 2.6 6 A \ \ 88.3' 88.9' ro 39 '9 lo � N 80.0' 220.0' ro � � r0 :1 0 4 0.404 Ac.l Area of lots in = 16.028 Ac � 220.0 220.0' h Sri o o \ �� �v 38 Lots ��• / o o Phq < 220.0 \ Average Lot Size 1 18, 73 ft , I ) X 0.404 Ac. 71 0 a eJ I I \ Smallest.:Lot Sizel in = 17,B00 sq, ft, � w q d flet and�� 220.0' � CO o.40 Ac. o o Net Area of Phase Two 20: 1 Ac: 15:69 A A- u13 A RA-2DM 220.0'� 5 o.4oA°. A I ( \� �� 220.0, W o ` m Required Area of Dedicated Op 'b iy o 1 Area of Dedicated Ope Space 6.5 4 Ac. 220.0' I ¢ \ r J C I Q) 0 9.404 Ac. Q o o 'O S ace 10.330 AC. T- I ` x ` Area of Roads 1.9DB Ac. �� �0 o 5� 0.404 Ac. o / P Area of lots = 12.191' Ac. i roo 0.404 Ac. 0.\ �\ 30 Lots O A erae Lot Size A=rea17-:77,46.Oqi. fAft220.0 Co 0 0-6 T°220S estLot Size 60ct. Cumulative2200 0.404 4I 9 /I � \, 0.404 Ac: 0 0.404 Ae. 3.6 0 0 / -� / I I I Cumulative Required Area of Dedicated Oen /S�iace /= �4.4/2 Acres � /j 0.404 Ac. , Cumulative Ar of Ddicted Op€n Space�1/,5./�40 Ae. ' 220.0' Net Area of Phase Three = 20�6 Ac. 22.0' 0.4 4 Ac. 68 0 4 _ ;a \ r \ Required Area of Dedicated Open ace )pen / Open Space 6.649 Ac. 0 0.404 Ac. I 1 \ Area of Dedicated open Space 4.721,Ac,, 1 o �• �4 Ac. `35 o -0 // �� I Area of Roads = 1.688 Ad, POND 20.,d' Co o Cc ® 0.464 'c. 4 \Area of lots 13.736_Ac. I N 220.0' 220.0' � „ � `id � � I A i, � �4 Lots /. 0.404 Ac. n 220.0� ^ 1 I +. Ift ✓ I i I i 6 o Average Lot Size - 17,600 sg / iPetlands 6 m 62 0.404 Ac. 0 0.404 Ac. r841 o I 1 I �. �\ Smallest Lot Si e� 17,*017q. fi. i / 0 -� I ZP0'0' a0 0 9 0.404 Ac. o \ I Cumulative Net Area - 68.220'A (63.207 Ac/Net of RA-t40 Zoninl an 5.013 Ac. of RA-20M) J 3 t ` 220.0' 220 0' ro ro \ Cum ulalive Regvi��d Area of D icat�d Open Space - 18.962 Acres / v _ 1, y o .404 A 6�j' o c --� 220.0 -� x I Cumulative Are�oP D,dd ed Open'Spacei .981 e. / )J (0 Nro aooA 63 0.404 9c. p 0.404 Ac. `Q`3 4 0 / / 220.0' m o 220.0' 0. 04 Ac. � III \ S 0.4220.0' 00 1Petlands / o�Ac. F 5 0 a 6 4 0.404� o I / TLetiands --�. 2i o° ro o 0.404 Ac. ,`j`Z o o I I D.0' m 220.Cr �� �� 0 3�r1D4 Ac. N 8or T03' 6'W 1771.45 220.0� IowoH - 552Q•o'. f Dwight Lee Cotton E ate Fil 2000-E-81 Note / Sewer sysfem.1fo tie into PIZO on/oin't/e , /Subdivision. Also being/developed by I � P,e/nny Read Developer Inc. G6pacit� wi I/be Vern C. Ballard ti ' / I bccow ted -for in that design /to accomniodate� \ _ Deed Boo 2094, Pag� 868 1 / s i / FH wv the flow. Course i Bearing Dista ce L'-1 N 06.54 16 45 20' L-2 /N 07 00 4- E / 5 .12' l Lj-3 / N 07 00 15 E 58.03 ; 4 -4' j N 07 07 E 56 03' L-5 N 06°5642 35 E 55 92' L-6 / N 07 08 36- E 59, 18' IL-7/ N 07'11'17" E '6.20' L-6 N 07j10'02" 8,25'/ L-9 /N Q)7T6'53" E 50.46' L-10 •' N 07'30'37" E 5 .90' /L-II N 08° 1'42" E/ 9.27' f L7112 ,� N 1 61831 9' ' 51.141 �L-13 N 2 2B 07 E 50.65' x-14 N 14 40 12 E 4 14' ' L-15 N 16 4. 55 E/ /41198' L-16 NIB 4954 E 45 36r L-17 N 2Q 56 121 E 54 58' L-a N40 45 35i E 55.61' -19 /N 31 10 E 22.65' L-20 N 30 5Q 1 7 E '382' L-21/ N 31 04 35 E ( 6B. 5' L-22 1V 31 01 27 E S 43'� -23 N 31'08 08" E 31.12Z Map 2000-370 , i ( f J% I/