Loading...
site planPARCEL DICTA NOTE: CERTIFICATION OF OWNERSHIP AND DEDICATION PARKING AREAS, DRIVE AISLES ACCESS ROADS WILL HAVE AN ASPHALT BUFFER REQUIREMENTS OWNER/DEVELOPIcR: LEXINGTON PLANTATION HOLDINGS, LLC I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED M nH OR CONCRETE SURFACE. HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, P.O. BOX 1326 ALL BUFFER TYPES SHALL INCLUDE: NORTH CAROLINA AND THAT I HERE ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE CARY, NC 27512 1. A STAGGERED ROW OF LARGE MATURING TREES, SPACED NOT MORE TH kill 30 CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE ALL STREETS, PARKING AREAS AND DRIVE AISLES ARE REQUIRED TO BE FEET APART; AND ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE\ ZONING: RA -20R SCREENED/LANDSCAPED. 2. LOW GROWING EVERGREEN SHRUBS, EVERGREEN GROUND COVER, OR MULCH AS NOTED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER AND WATER COVERING THE BALANCE OF THE BUFFER AREA. LINES TO THE COUNTY OF HARNETT. \ SETBACKS: PROPERTY OWNER IS TO BE RESPONSIBLE FOR MAINTAINING \ ` --- 30' Front Setback - if street RAW is 60' Or more TYPE "A" - (MINIMUM WIDTH OF 15 FEET) \ , PARKING AREAS, LANDSCAPING AND ALL OTHER SITE APPURTENANCES 35' Front Setback - if street R/W is less than 60' OPTION 1: A ROW OF EVERGREEN SHRUBS PLACED NOT MORE THAN FOUR(4) TO 25' Rear Setback SIX(6) FEET APART WHICH WILL GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST DATE OWNER THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR \, 20' Corner Setback SIX(6) FEET IN HEIGHT WITHIN TWO(2) YEARS OF PLANTING; OR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRAINING 10' /5'Side Setback ACTIVITIES. OPTION 2: A MASONRY WALL LOCATED WITHIN THE REQUIRED BUFFER ARE A; SUCw MAX. # OF SWIMMERS:1 PER 15SF OF POOL= (30'X60')/15SF = \120 SWiMME/RS \ WALL SHALL BE A MINIMUM HEIGHT OF SIX(6) FEET (ABOVE FINISHED GRA E); AND, IF / PIN: 9595-42-8914.000 A BLOCK WALL, IT SHALL BE PAINTED ON ALL SIDES; OR AN OPAQUE FENC 2 SIX(6) \ DEED REFERENCE: BOOK 2871, PAGE 434 OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PARKING FEET IN HEIGHT; OR ESTIMATED WATER USAGE: I OGAUDAY/SWIMMER=1200 GAUDAY \ \ i z A AREAS, DRIVE AISLES, AND ALL LANDSCAPE BUFFERING. OPTION 3: A BERM MEETING THE REQUIREMENTS OF HARNETT COUNTY UO ` x SEWER USAGE: 10GAUDAY/PERSON=1200 GAL/DAY� \' < ` IN - ESTIMATED` ' \,OZN� FLOOD PLAIN INFO: TYPE "D" - MINIMUM WIDTH OF 15 FEET) •, N •Pa "`, ' / _ LANDSCAPE BUFFERING SHALL BE IN ACCORDANCE WITH THE HARNETT ( /J\ . ZONE: X COUNTY ZONING ORDINANCE. OPTION 1: A ROW OF EVERGREEN SHRUBS, 10 SHRUBS FOR EVERY REQ D LARGE S \ \ / - rn / Z Z A k VICINITY MAP NUMBER: 3710958400) Tt!$ING TREE, PLACED NOT MORE THAN FOUR(4) FEET APART WHICH WI L GROW \ o, , \ < < NTS EFFECTIVE DATE OCT. 3, 2006 't'O FORMA CUTIN HEDGE OF AT_LEAST SIX 6) FEET IN HEIGHT WITH N TWO 2 \ u o PROJECT WILL BE SERVED WITH HARNETT COUNTY WATER AND SEWER! YEARS OF PLANTING; O �` ( () \ \ 3S\ \ o ev s / v n PARCEL AREA: 2.96 ACRES OPTION 2: AN"QPAQUE ENCE-10 ;A ' THINQHE RF SII EDISUFFER A EA; SUCH \ rn AREA IN RNV: 0.86 ACRES THE WATER AND SEWER TAPS WILL BE INSTALLED BY PRIVATE\UTILI ENCE HALL BE A MI IMUM HEIGHT OF I>C(6) FEES IN HEI \ J \ x It 0.86 , 'SS SSI X85 —�— — CONTRACTOR: \\\ _ = \ 1 \ \ y o rn ' / ``�' = __ 4 B" _ o \ t Crx - O, 4q SS LAND USE CLASSIFICATION: COMPACT MIXED USE/LDR .. `�\\�\ \ / Z p n /; _ _ //AG - PROPERTY IS NOT IN A WATERSHED DISTRICT �' / \ / cc PARKING 2STANDARDSPACES — -` - / t I 3 HANDICAP SPACES / ph / CiN 55 TOTAL SPACES-- :--- --- - - ------ ---- / \ O f a 10 IN, \ \ l / / \ ` Y /yid __ -- x_ —_-- co \ 'a ` - -- _-------------------------- __ - {'\ } ` vp RM 3 � \ ._.�`• / INV IN 216.39 0 / l \NV OUT 216.19 l tt , 87 -- ZU -- N SOR -_ \_ yl �' S ® 1.1 _ — \ i _ \fie bO UTj , Ll --1-- �\� S) BEGIN CONSTRUCTION` OF TIN ` c> CENTENNIAL PARKWAY AT END OF l \ t B v7 A �7 1V / \ ;` �+y EXISTING ASPHALT ROADWAY \ END CONSTRUCTION OF CENTENNIAL ' '' / / ��y ~ \ y���l (''�-�...,1 PARKWAY ROADWAY AT THIS POINT. ` I y'„ /y4�i Jc \ / \, ,U ,U 1, �• ' / ' � I \ � CE i STA 47+62.03 �L i�u 1 / 'coil 1 .V q4 y i �� \ / NTENNIAI, PKWY TQRM OUTFALL TO BE / o� o p9 O VV { \ , NEW 1' rWATER METER p 0 t, i N CB 2 W ATTS 009M2QT RPZ OR ONSTRUCTED TO OUTLET POINT / % GT��o i / I ~� / \ 1 100 PUBLIC/UTILITY T. , 245.4 ; /" I / ,/ / \ , \ \. \ INV IN 242.0'3 P25 APPROVED EQUAL HCDPU j _ �p N 1 �� , ` INV OUT 241.93 P26 SERVICE` IS TO BE PVC SDR. NEW CH 3 Q) �w oV `�`\` \'Y \ \ \ \ _�`` - N 02'37'21 " E i 37 .65' 21 W/BRASS FlTT NGS / F.G.239. 0 / �( Co0 INV O 235. P26, P P w / l / ; / 20Y E \ t , 1 \ 2 O f/ / Ui �\ S S \/ EX. H `�.�` � �\ i .M �� INV OUT 235.99 P.-27 / a\f /M \� / / -P ��� / �/ / \.. �R pnV �nd.� IN CB INV /N 234_52' o T , A T.C. 23 0 / j / 1' L1 T E ELOP7�NT®INV OU? 234.32 i ; - 2 INV IN /A \ / / Pp \�tt\� UT 236 30 y bti \- \ - / y� INV 1428 ^> titi�titi _ / / \ i- ---' - - 0� \ \ -,=--- ;-+- 47+ � - -� =' _ � � > ��, � </ EXI AAll L Lti 9p0 VILL E � NGTOIN, N / MH _� 9.14 / \ ! / / ,.' • _ _ ,-, I INV OUT 242.24 P2 °j - --'-§ INV f t / +� - - -"- _ _ _ - 11 -- INV STORE, , LC / U / y ` NEW 12 0900 PVC,' WATER: MAIN (3' OF BC TYP;) "-' - ' �`C$ ✓ �z i � .. - � � 'GATE `VALVE � DUT 23, . / \ ,I O `, c`• / � � MH 2 yy --S : ( h •s' 1 °o &-12" PLUG Kill - W9595-4-2 % N / NV IN 2 7 PI s9i4 / / / ; / 1� p I 56 r %� IN 02'3727" E d ® N TEMP. BLOWOFF ASSEA1OLY 0 / - " // \`1 �� "f D.B.494 P .380 Ir l / / J INV OUT 217,36 f.• I III / S'r 2'40'20"; W 10O 99' 273.67 n / o ti o STA 47+62.0 / REMOVt/EXISTING 12" PLUG IL,._., 1;/'TYPE D" LANDSCAPE BUFFER / 24 \ AND BEGIN INSTALLATION OF I- _. _.._ _ _ _ p _ ' r ' r ,•- I NEW 1 WATER FROM THIS 4 _.�/ . �. - -- _ �: _ -0=162.82' v , `'\/ 1 W OF-. / �� 4 _.. POINT. 1 � o � / - / o �' Rab ./ — . /. � , -- � � d\ IN t I m ' `i 17 �i AS Btu Ch 1'475. �",,,_ �' .-' , \ / - ' .` �� ! �`... -,�,0 RIM /' n`>Sy� \� s, 16'58•?& E '' / `\ :�` ` -'- - \` `I,i \,', \ // ^ O \: ' �, INV IN 235.20 \ .\ u l 9 _ ]yQO" IN OUT 235.00 \ \ `� ( .,'-- __'{-.... 146.70, ..-- " �` ', i �' �j _ - C� `\� •Cn a - -- --- C `'�-:- "239-- '•` f J ' (Lyi / ® O �y--------------- ►y , ;' I / 6.5 THICKENED t S i 1 A4 U it NJ MH FUTURE \_ - 1. t \ ----- -- `� ` J �` \ / RIM OUT 21 ' /y� ` 75' 2'45' W �; \:. / .. .. .y ._.. `, .\ \ �- / , .\ , 'f t j a 8 I 1 �1 t \ \ ` : ./ /�'\ i 1. , / \ , �y r! , h.tax WATER \ ; \ / INV OUT 218.25 ----------- IN 27.24' L.., /'WETLANDS \ 7 - -',--- ,{ \ 05 \ N / \ \` WETLANDSf'' N 86,1 `', '\ \ s 1. Z, '�'.• vil'P. TYP s-• \r. ,�'\ \ IN ii / r\ IN MH \N, , , \ ,l RIM • > , o ' 1 1 . \ I n 1 •^ '` ` .� � 1 �' V 3 '�'?',` / ' , I __ _ /f _ yl �• \ i fI / i N I �\ \" ''^ , OUT 2 s.00 / \' / \ ' DUMPCON�SfER UE /,1 -- - -- ---- f ;' ,/, / r \ \ - - / / / / l % / / ! \'\ /N. \ i v PAD IN " \ \ \ \ \ \ \ \ `\ ----------------- xi \ ;, / R.3 �k �67•T \� —�'` — \ f IN, / / / STA ARO GEN f IN,`` ` WATER VALVE � � \ i i � ; b WATER METER . \ `\ , `T OR rTS AT jEXTGTCl, \ \�f \. \ \ \'; \�\ _ . A _ _ I. / \ FIRE HYDRANT PLANT'�`ION �\ \ ~ \ J ® SANITARY SEWER MANHOLE ) \ ` \ o SANITARY SEWER CLEAN OUT (c.o.) \ \ / \ % \ {a \ C �\ _ 1 c T R/W RIGHT OF WAY PART 1\ or C.L. CENTERLINE \1VIAP#20` 4-1.03 \ r'\ \ \ \ \ \ \ ,� \ \ \ ` P U77LITY POLE & GUY ! 16 U77LITY POLE O _ PROPERTY CORNER / `• \ \ �r.Yea PROPERTY LINE (SURVEYED) p -JG. c , / � \ ---•D PROPERTY LINE (UNSURVEYED) SANITARY SEWER LINE WATER MAIN - UGT UNDERGROUND 7ELEPHONE/CABLE GAS GAS MAIN -UGE OVERHEAD ELECTRIC U77LI7Y LINES � ■ ■ ■ ■ ■ ■ ■'o n ■ STORM DRAINAGE PIPE CENTERLINE ROAD (ALIGNMENT) RIGHT OF WAY GRAPHIC SCALE EXIS77NG MINOR CONTOUR ---------- EXIS77AIG MAJOR CONTOUR 50 0 25 so 100 200 PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED BUFFER - BERM'EP:'I' ) S77?EET LIGHT 50 It Co 0 S Q) 2 U) z �o 0 Z ~ < fYL} z U) Z Z N �CE j J J PON =VO0 W Q_ ::j tbd(AF O P0CJ' 0Z O N. D;WZ ZLLI om>- UWZQ 4 LxiO.a 0 zz<2 0 J24 -U J a PROJECT:EE ILL J U W I � <Lu O P-4 J b F -N r ^ lZ99 t� INC ZII Ca—J O N o-� ao o W O JO v ® r z W V ti E 0 t•V �za U O y y 4 m Uma Co 0 S Q) 2 U) z �o 0 Z ~ < fYL} z U) Z Z N �CE j J J PON =VO0 W Q_ ::j tbd(AF O P0CJ' 0Z O N. D;WZ ZLLI om>- UWZQ 4 LxiO.a 0 zz<2 0 J24 -U J a PROJECT:EE ILL J U W I O <Lu J b F -N E Z t� = ZII Ca—J O N o-� ao o > 0 r z W 0 t•V L U O y y 4 m m Cr Z za zaw o o Lis �m z Cf)w w w U a rn Co 0 S Q) 2 U) z �o 0 Z ~ < fYL} z U) Z Z N �CE j J J PON =VO0 W Q_ ::j tbd(AF O P0CJ' 0Z O N. D;WZ ZLLI om>- UWZQ 4 LxiO.a 0 zz<2 0 J24 -U J a PROJECT:EE 5 ' _ Ma I N fI� O � E t� = o r = W U t•V L U LLi J Z N IN