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Auburn Hills- Preliminarypti Site Data 63 Kiplin 5, 0 Deed Reference : Book 1417, Page 266 - 1441) A7 Ldp„\ A \vN y \ \ po r J tiY 83.179 Acres in Total Project C Grid Nor Map #99 Preliminary Com N e Co. 'P ary Composite Site Plan & 40 Lots Total t 30,000 sq. ft. minimum lot size garne /o m~j Construction Plal uetion Plan Cover Sheet rrr y° > Auburn Bills Drive = 1617.79' Long \b Willow Spring Circle = 875.03' Lon 143 40 Willow Brook Circle = 656.56' Long Auburn Hills ti 143 I Total Street Length 3152 Linear Feet ' Site Strets shown hereon shall be built to NC DOT \ \ 1432 6 standards and shall be public dedicated. 0304 \I \ \ Heetor's Creek Townhip o\, f>6 Ya IA7s No lot shall have direct access to NC HWY 401. / tes \ Scale 1 200' \ Z Topography information shown hereon was e / \ digitized from USGS Quadrangle Map "Lillington'S , / waset j~ \ ' \ 1 Zoned RA-30 PIN 0651-16-6 Drainage easements subject to change upon location 5^ \ \ GS'gQ U of low points and Erosion Control Approval. A 0 200 U , & NC2j! A 15' construction of all PROPOSED mtr ets reserved on both Deal sides n s.4 1/ \ -C1 \ S ¢2I Lots to be served by county water system tea54°: ` \ \ ` Y \ GRAPHIC SCI LIIIin gton and individual septic tanks. A ' <5/ 5 ' Additional Right-of-way shall be dedicated ee' BI/ \ ''\I o\ Owned & DCV along NC HWY 401. ,IOt 'J45. L=24 24'~ \ \ \ / n o \ br•~ o / i l1 ~v Vicinity Map NTS j ) a Don G. v9° ' ~w2 0 \K \ 305 East Academy St. Fuqu, }4b , 30.05 L=40.13' 1 9 w \ 2 atioll 6\ f u 1.009Ac.,~ \ \ \ ~'<Am e Phone: 919-; t'~' 00 B' 90• r .m 5 25 \ \ \ o n o 1 14 40 m_ w 2800 m'o .1 9. \ > 0 0 100'2A m °.811 Ac. O C / p .gl'20E > 0.900 Ac. lill 251~ V A A ' AA OTAN/r T2, 1 w s 22°?i' Q . o ee 5600 PROFESSIOI 14 ?'13 / 5~n A0' N 3e 39 t 8 w ) ' n \a 9, 98 Depot Street, F , 1 Al wJO~ 1.099 Ac. ° 0.794 Ac. 39.27 o \ d 4.1\ m r . / i 98 9 w m 'm \ 0 4 \ (919) 639-2, iwmi i~ 90' Ss r• ; 20# °51'y0 'A x 1.499 Ac. \ c CQ Z ~ 46.46' ?g 1.231 Ac. S00,51'25 A m. w \ \ b \ G ` d \ \i'/ i~ 0, W p491 m tJ~ pond 98 ~y ~dr,~ 110 oatadl 9 y 6-1 ' / m \ V d / \ \ 000 9 1.773 Acr 00 L 9 0 li 5.24'0 v: oe 0.0 00 vc x 3 20 min \1J Q4Y .s 0.915 Ac. o \CI \ mi \\'6 / o° t o S2xf 3B> tl p p0~ 5°E w r m•z n 1 a 'm o• O '~bly' 4\ A u 00°01 Z0' u •a a 0 0w_ $ 0 wa pw ,c 0 ° o O hY~ ~ 9 90y t~+ S50 m i wm,"~.` N 34°36'11'W °oo 1 19 0; m v' o w G 1 32.90' o 35 Ov 21 000• 1.812 Ac. %16 000 N 0 r 0.765 Ac 1.992 Ac A y~ 1.013 Au °DA ` 20 pt.Qla v 25 $1 96 60 00 rr w 22 0t4 t°'t°~ aU`°o v;, 20.Q w `A \ / \ \ / 1 91 i t \ S2a0edB aA! n U lt4 or9. 50. a~ ? 5 p2 .o~!D' o? o p0°5100, A v.' ' 1 $ r ' / \ \ \ / 1 O6' IB 7• m 37y~• N t} Lc1J h 22 Fo 0.750 Ac.. 9 200 c \ / 1 \ / 1 1 1 'm A NU R,2 200 0.723 Ac. .A A 25 C 0 0 \ \ / Rel I N 34 a Mq~ B 25600. Icr 95'10• 00 aw 5 06°5~.00' o ¢ 5 `e \J\ ' • ' 1 cu' New Breed Baptist Church m 1.094 AC. o;" r C.°0• ly°.` 15° X20 'r. 23 oo y o 0.735125 ~,°w o \ \ I D.B. 1420, Page 670 Map Number 98-265 % S3g°02y „ C~ o~ °oo ~O°o ,ro 21 23 m 17 0 S p0° 00 c 4o'm 1 \ \ \ 0.799 Ac.8 r 29 6~ 2!° 0~ o s° L=32.15' 'o IF SIB' ° 50 30 0.739 Ac. 0 ° '0 6- t 4-21.03' m C~~r b \ \ \ 0 00 w ° 33 L'76I 0.693 Ac. o no c, 0°51 0 5 0 0 p0 0.739 Ac. 0 0 m © o xw~ \ f^ \0 tia K'? L=42.52' ° G w 0 o,Oq;17 ro 2 °o m00 1.25 y a \ V A I(/ 0 C. E z\ 00 f 250, i0 ± .818 A m O ° ? x`n 14 00°5 00' \ / . r I Toad \ y} 60 L. L0.2y, 11 x m 2~ ° 1 ~b 00°b001. V6k rf o m e 0.755Ac. n° 0.739Ay,L mo %m \ V / A 1 ~b $ 6 0 4b l x 9r, o_ o m a 5"0 0 512 , o o m \ / 1 A Sl A75 I Y// o d w 29 a w o N 00°51'x, a$ 0 23p 00 0.739 0 o w 0.844 Ac. 9 v, 54 °a 61' \ 32 / 25° Ss 2 m 6 l5 o N 00 ° 0' 1 / 1 \ t 4 m w 51• w m m m • as - 14 p0 c \ / \ Dry 5p0° 25.. o mN 4 25 0.739 Ac. E Qa 23 .Q \ \ / l \ b• T, r_ r 9-1 7-1 „ 0.892Ac4 /60 y ro 0Ab 220 'o Ib0• 0.939 Ac. `n oi`r B°61'y0" oo ® \ V 1 \ m g N'a 28 0 p0' w r 0.739 Ae 1 \ P 0~ d w =75.66' a ry00' 0 0 0 . 5'0 \ h 1 0.829 Ac o "y'e o •c, L- N 09°25'46"8 l4 '8 0 8°5' 2 1 \ 1 Ef3 o o t o 140 00 W9. h 08°g125~ 18.5.21' 0.739 Ac. E Z0~1o \ \ 11 0 W 5 2g~ 5 r.° R' ae 0 51,y~„ 9 0 t / e?3 y% 500° 00' z 0.752Ac. N13°52'S5'B 881.55' \ N 13°39'09"& 290' o rd o 24'6 166. B4' g(9 171.68' 21s 94.85' 108.51' 100.00' - - - - - 201.14' / I I 0 o 8 pl 01°g115, Helen fl h 13 ' 0 230• N DI M r ell I. L=21.03' m np b m c 1.102 Ac. IO •4 m 2 0 y1 y e 3l n 27 J 2g x ro L .0 'o. 1x58.94' 3 610 Ac. 5\ ti ~ q p 6.637 Ac. q` 4.042 Ac. 9.230 Ac. e m 120 N 0 0 $ N n s A m w 5,005 id~t\Y~R`50 1 ~3a• N34 g, @k to r y n e I m / ~ vA s, 48' A34y 843.8' _ k I I eo 20 't r'sJ.. \ ~ I I 4~p02 e Elton W. Arnold L-1 L-14 ro y.. 12 PDY40651-14-7403 11 m pprnl. L-24~. .L-17 y 4 m ! 9.376 Ac. 27.576 Ac. NOTE.- $ mN eat, Flood L.20 . yry0 Y. . Y r0 15'Y/1 . Lyn y..9 Appr x \ 509`'65. A 10' a 70' Sight Triangle 26 r yc I~ Year sba11 be placed at en L~py Y' N 4 L-7 street intersections es 00 V L`9 5 show. here... Yr L,22 Opp Iris M. Riggs t l~, \ 2P 96-E, Page 6 97 D.E 0 r Al D.H. 829,.Pg. g. .B12 a yb Harnett County r Minimum Building Line Table E8 Setback Requirements R-20, R-30.& R-40. Curse Hearing Distance 703.13' L-1 S 28°37'86"W 112.99' S 08-56-54"N FRONT: 35' from R/Ir L-2 S 87°0943'11 167.53' REAR: 25' L-3 S 66'37'59"8' 42.89' - - - SIDS: 10' L-4 S 36°4425"E 116.30' \ x e CORNER LOT SIDE: 20' L-5 N 80°37'05'•8' 115.30' 1 \ L-6 S 36°24'09'11 140.77' ° g L-7 S 08°24'18r/ 43.32' F L-8 S 59°45'98"W 135.78' Olin W. Johnson IS el FEMA FLOOD HAZARD STATEMENT L-9 S 09°9899'8 132.39' a. 1. o A portion of Lots shown on this plat L-10 S 42°30'47'11 102.14' .B. 1 Page 392 are located within the FEMA 100 year L-11 S 15°16'18'8 86.41' Plat 1, Slide 371 Zone "A", Flood Hazard Area as she" L-12 S 34°40'49'8 3e.24' Planning Board Certificate PQ r on FEMA map No. 3 7065 00 05 0D.& 3708500065D L-13 S 66°08'12"11 117.95' 9 Effective date: April 16, 1990 L-15 S03°30'0 3"E 05.311' The Harnett County Planning Board hereby \ \ 506.69' E49 L-16 N 88-201091111, 55.26• approves this Ina plat. S 10°39'977 ' L-17 S 12°2908"77 192.71' n (lt L-18 05'591 ' 24.91' L •UI NOTE: This plat is a construction plan cover sheet only. LL-- 20 2o S3313''246329'19 S "E '8 117.1863.44' ' D.B. 8200, , Pg. 44 Date C a5. man Helen 9 Pg. 44 \ It does not conform to G.S.47-30 as amended and is L-21 s61°16'21"E 34.00' L-22 S 03°17'30'8 83.13' A Norfolk Sou not in C tended for sales or recordation. Due to the' generalized nature of this plat, the 0-2274 370°0a'i9"A 30.90' tier. Railroad lots shown may or may not represent actual lot layout. L-25 S 03'24'11"E 141.25' L-26 S 14°1 61.12' Refer to recorded subdivision plats for final lot L-27 s26°26'10°w 56.34' dimensions and acreages. 0-E9 s251,1sse"s 180.97' s L-30 S 40°1023"w 89.66' f