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HomeMy WebLinkAboutmapSITE to 111_ � le- SRI 121 80FT ALONG STREET L_ 40FT CHORD DISTANCE ON CUL DE SAC 5) LAND USE CLASSIFICATION - COMPACT MIXED USE 6) RAY ROAD (SRI 12 1) IS ON NCDOT'S THOROUGHFARE PLAN 7) EACH LOT THAT BORDERS THE CREEK ALONG THE BOUNDARY OF THIS PROPERTY IS SUBJECT TO A IURVE TABLE BEARING LENGTH OF STREETS NdTES• N84 °10'30'W STREET A = 4, 580LF 1) AREA OF TRACT = 72.47AC 48666 STREET B = 1,742LF 2) PROPOSED LOTS = 117 22710 STREET C = 386LF 3) MINIMUM LOT SIZE = 20,000SF 9.45 STREET D = 418LF 4) MINIMUM LOT FRONTAGE = 16.93 STREET E = 20OLF 80FT ALONG STREET L_ 40FT CHORD DISTANCE ON CUL DE SAC 5) LAND USE CLASSIFICATION - COMPACT MIXED USE 6) RAY ROAD (SRI 12 1) IS ON NCDOT'S THOROUGHFARE PLAN 7) EACH LOT THAT BORDERS THE CREEK ALONG THE BOUNDARY OF THIS PROPERTY IS SUBJECT TO A l NIF / 08 3085, - PG 295 / - - - -- - - - r' -- - - - - -' -t , .. t /j - - a -•� 1 \ rte(/ / s / N F �' �p2 \ I/ \\ �- �ETLAND LlN&I A. / `�P i'/ d1/ TING \' OMEGA X, LLC 60�6� . Ex�s \ DB 3085, PG 288 Pic/ / GRAVITY SEWER\ a\�� \I I FUTURE DEVELOPMENT / 00� - a 14 �� pp 1 3 g5 s0�afire I ,839 s f TjNV_.1 4 e sq. ft 645 ME FUTURE SEWER EASEMENT FROM THE ADJACENT - /.„ X - r / 13 �'tis TRACT AS NEEDED. ^ / 8) 0.45AC OF THE EXISTING WETLANDS (CURRENTLY 17 Y ° ` N Ia DELINEATED) TO BE MITIGATED TO A POINT +/ 20FT / - f __'°`i D.692Oaores o r \ • NORTH OF THE STREET B R /W, SO AS THERE WILL - / - 383 'q " �OOO, �� BE NO WETLAND IMPACTS DUE TO STREET ;;' - � 12 � `\ ✓\ CONSTRUCTION. s _ VICINITY MAP - �, - - _ _ , - _ 0.476 Qre ,\ , / - - -- 0 / / I GRAVITY SEWER 45,J23 sq. ft 3 NO SCALE / // - , l /// _ ETLANQ Ll D WETLAND LINE W 2 EASEM / .' t 1 f // P T z os 7 sq. ft. / a.8f9 as - j p IS EMT LINE TABLE /; 5t�% % ! _� , ao - _ - -�AVI 0 \ LINE TABLE -INr IURVE TABLE BEARING CURVE C1 CH BEARING CHORL' LENGTH S00 °38'31-E 179.97 180.52 RADIUS 1 669.93 C2 N84 °10'30'W 336.44 339.17 1 1500.00 C3 S80.00'40 W 48666 488.84 1 150000 C4 N75-19'19 'E 226 65 22710 1400 00 L7 S87 *0?'32 24-.4 _ P41 9.45 l NIF / 08 3085, - PG 295 / - - - -- - - - r' -- - - - - -' -t , .. t /j - - a -•� 1 \ rte(/ / s / N F �' �p2 \ I/ \\ �- �ETLAND LlN&I A. / `�P i'/ d1/ TING \' OMEGA X, LLC 60�6� . Ex�s \ DB 3085, PG 288 Pic/ / GRAVITY SEWER\ a\�� \I I FUTURE DEVELOPMENT / 00� - a 14 �� pp 1 3 g5 s0�afire I ,839 s f TjNV_.1 4 e sq. ft 645 ME FUTURE SEWER EASEMENT FROM THE ADJACENT - /.„ X - r / 13 �'tis TRACT AS NEEDED. ^ / 8) 0.45AC OF THE EXISTING WETLANDS (CURRENTLY 17 Y ° ` N Ia DELINEATED) TO BE MITIGATED TO A POINT +/ 20FT / - f __'°`i D.692Oaores o r \ • NORTH OF THE STREET B R /W, SO AS THERE WILL - / - 383 'q " �OOO, �� BE NO WETLAND IMPACTS DUE TO STREET ;;' - � 12 � `\ ✓\ CONSTRUCTION. s _ VICINITY MAP - �, - - _ _ , - _ 0.476 Qre ,\ , / - - -- 0 / / I GRAVITY SEWER 45,J23 sq. ft 3 NO SCALE / // - , l /// _ ETLANQ Ll D WETLAND LINE W 2 EASEM / .' t 1 f // P T z os 7 sq. ft. / a.8f9 as - j p IS EMT LINE TABLE /; 5t�% % ! _� , ao - _ - -�AVI 0 \ LINE TABLE -INr LENGTH BEARING Ll 27.04 N09'32'24'E L2 24.94 N09'32'24'E L3 6.14 N56 °54'22'E L4 11.33 N26'45'33 -E L5 22.92 N19- 49'25'E 1_6 16.02 N20 °43'53'E L7 38.10 N33 °27'57E _8 9.45 1\117.36U E L91 11,56 N30.03'21'E LIO 16.93 N25'24'41'E 1_11 31.27 N34'24'24'E L12 17.31 N37'34'05'E L13 21.29 N33'11'51'E L14 26.65 N33'22'30 -E L15 771 N51.46'51 'E L16 8779 N51 °46'51'E L17 6008 N51 °46'51'E L18 80.08 N51'46' WE 1_19 6.28 N51.46'51'E 1_20 20.06 N06.25'44'E L21 17.52 NO3'59'04'W L22 12.73 N41'49'24'W L23 13.36 N18 °27'59'W L24 5.28 N18'27'59 -W L25 29.21 N12'55'00'E L26 21.42 N19 °31'16T L27 15.53 N42 °03'58'E L28 16.66 N42'03'58'E L29 34.39 N40'10'58'E 1_30 20.28 N55'59'07'E L31 17.70 N44 57'31'E L32 4.89 N16'21'00'E L33 977 N16'21'00'E L34 19.62 N26'11'36'W L35 16.14 N10.26'17'W L36 2392 N35'20'59'E L37 11.04 N75.03'04'E L36 10.41 N45- 17'50'E 1_39 5.43 N09'S1'15'W 1_40 8,30 N09 °51'15'W L41 12.15 N20'20'35'E L42 22.98 N38'52'51'E L43 11.47 N30'48'48'W L44 15.87 N05'14'17'W L45 11.19 N40'29'41'E L46 8.14 N18'49'S6'E L47 9.65 N18'49'56'E L48 26.63 N22'09'06'E L49 22.02 N19'47'VE 1_50 8.77 N24'06'32'E L51 16.89 N16'09120'W L52 32.87 N05.06'29'E L53 21.29 NO3'12'22'W L54 21.94 N20'19'S2'W L55 15.12 NO3'52'28 -W L56 6.03 NO3'S2'28'W L57 32.03 N20 °54'53'W L58 27.60 1,125'45'42'E L59 1558 N08'06'00'W L60 1952 N33 °3T34'W 1_61 4.24 N33'33'34'W 1_62 19.35 N05'48'43'E 1_63 22.15 N53'2T22'E - L64 13.77 N20'37'56 'E L65 25.96 N47.44'11'W 1_66 7.81 N63'03'52'W 1_67 23.17 N21 °41'51'E 1_68 9.60 NO3'02'28'W L69 6.52 1,103-02'28'W L70 35.09 N06'11'55'W L71 8.19 N31- 21'S8'E L72 36.65 N05- 44'43'E L73 25.09 N40'01'50'E L74 22.01 N11'36'41'E L75 12.36 NO2'29'1 6'W L76 21.98 N40'29'34'E L77 16,38 N29'35'43'E L781 12.25 N49- 42'19'E L79 19.57 S24.46'01'E L80 1239 S30 °29'23'E L81 8.22 N38'40'2 VE L82 19.37 N38 °40'27'E L83 10.88 N52'38'55 -E L84 13.26 N82'41'09'E L85 14.29 N70'28'51'E L86 3494 N66'41'16'E L87 15.53 N52.54'20'E L88 26.89 N28 °22'35'E L891 'E L901 IE L911 33.22 S72'55'59'E L921 10.34 N57 °57'13'E L931 74.71 N27.55'03'E L94 29.19 N70 °42'19'E L95 33.57 N49'38'05'E L96 10.58 N55 °46'52 -E L97 1273 N55 °46'52'E L98 35.46 N34 °33'OTT L99 14.96 N76 °42 53 -E L100 2266 S23 °34'31'E L101 40.59 S41 °03'37'E L102 53.09 N72'22'58'E L103 21,18 S59*591331E L104 23.58 _ 581 °29'04'E L105 84.78 S81'29'04'E L106 102.46 N68'35'56E L107 31.64 N44 °17'23E 1_108 37.69 1470'12'24'E L109 43.85 N27 °08'46'E L110 79,33 S66 °1313'E Lill 43.88 N86'16'54'E L112 17.95 S78'42'37'E L113 42.63 S56 °13'42'E L114 33.94 S82'09'39'E L115 26.53 N86'30'33'E L116 26.81 N45.27'03'E _317 36.11 S89 °37'14'E L718 60.53 N45'09'41'E L119 13.94 N04.14'20 -E L120 8.76 N28'58'08'E L121 17.64 N85 °06'46'E L1221 19.94 N33'31'46'E L1231 49.84 N48- 16'51'E L124 68.62 N48 °16'51'E L125 14.86 N36'05'13'E L126 10.66 N36 °05'13'E �_ L127 ~ 26.18 N27'38'21'W L128 27.18 N33.18'33'E L129 18.93 N48.06'19'E L130 56.03 N33 °05'56'E L131 13.90 N66'06'24'E L132 6.84 N66'06'24'E L133 23,37 S60'29'38'E L134 23.53 I N83'41'47'E L135 31.04 S36'26'36'E L136 45,66 N68'16'47E L137 5475 N60 °45'03'E L138 22.48 S51'30'54'E L139 12.66 N48'16'23E - _ L140 3050 N82 °14'03 -E LINE TABLE LINE i LENGTH I BEARING L141 21.59 S42 °55'02'E L142 13.38 S57'15'41'E L143 25.44 S57'15'41'E L144 47.77 S25'03'16'E L145 28.83 S52'40'19'E L146 29,95 S52'40'19'E L147 36.84 S69'56'05'E L148 32.78 S03 °45'11 -E L149 56.65 S15'13'18'E L1501 34,76 S15 °13'18'E L151 39.29 S68'14'29'E L152 70.29 S68'14'29 -E 1_153 27.96 N87 °41'01'E L154 54.77 569.34'53 -E L155 32.96 S51'21'43'E L156 74.62 S30 °I1'34'E L157 30.28 S25 °33'47'E L158 44.29 S17'05'05'E 1_159 144.92 SO4'30'16'W L 160 37.00 S58'00'20'E L161 301.72 S11'21'26'W L162 86.85 Stl'21'26'W 1_163 82,58 Sil'21'26'W L164 248.56 Sll'21'26'W L165 82.14 SI1'21'26'W L166 84.35 SIl °21'26'W L167 68.98 S11'21'26'W L168 20.76 1178.21'31'W L169 212.98 SII'27'31 -W L170 71.42 S52'40 '06'W L1711 77.47 N88'51'44'W LI72 278.74 N77'41'50'W L173 350.64 S70'40'30'W L1741 103,211 N75'16'00'W L1751 103.21 S63'06'28'W Sili �f - /i _ V�� 1 7 ' f FdK'FMFNZ_� - .\ ., ry'0'o. V., / , .` \` , m k�), A i - LJ y 116 115 O' s9,o6�sgft e p \ O 27.990 sq. \1.35 ocre5 l \ \ \ , 4 p79 K' p 643 uc s \ \ as \ .668 s4 It 1 \ \ \ \ \ p7oo res \ \ \ �l / .5a6 oc es f.o2s s . k. 21, f r s . t, f i 10 / 3 \ \ � \, �� I i •w: � / \ \ I ,+ 113 a�5� acres a \ I I I / _ \ ET \ PROPOSED ( �/ G °o I % J I I 1 /� %/� - ' ` 7 g66T odas \ \ \ \ STREET LIGHT /' S S D \ / SSE L 7 . \ HEADWALL \ °t096 P ?j r duBL C i -- _..r. K .�L -.._ S \ CN\\ ,t1 li �, � e -� ---• -_ 7 ' \12 � \ \ `^' + _ A , -- � -_ _�• --�� -- -+-�+ _,ti. --.-y - - -� --t-- / \ _ - \ \ \ I I \ \,\ / I I I/I / / // _ \\ t. '�5 o °t5 \ w • \ m `\ /7 / / _ \�__ 1, 1', ; \ � ?a0� i L 27` / \ \ z6 7s k. 20,066 sq. re- zo, 80 3 sq. rr 25 0.460 acres \ 11 �o-p- - �/ \ ft. p.%Tii'*TCres _ - _ 0.46'1 aces 467 ac q,, 20,098 s o` \ zo,�7 / " \ 0.461 acres zO, 61 0.461 \ s \ 0.46 2 4' � \ cares if. A r i C 1 l A g / > 4 a 5\ A 1 � A '. -_� l / d�.ly s�i• / V \ / \ os a s g It. \ � \ \ \ 4 109 I q. C, 4 . Pcres - \ •A \Y �` - - -- � -�. ) 'll1 /I/ I / o ,c; 1 \ // ©g / 40 I 42 N F \ " ' \'Av� I I I I 4 � / 1 \ \ / / / ; / St. 20,176 sue. a zo s3 ack t \20 59, rr. 2Zn, %r \\ V Q� (7 \ 7 t. 7 3 �ic A. 0. 4 \ \ \ 1 s. 6 6 0 0 3 / 59 4 0 R 0 f c OMEGA Vll INVES?MEN LLC ) \\ \pp6 I r 2 LEGEND DBTB, PG 66 , ri 'a Dr 5 1 d63 \a s - / / ,� b 462 acr ales � \ rr. O .461 \ " / 11 I y ���0 / / 34 a \ / PROPOSE PUBLIC W ` ' / - - - \ °` 2 q \ s V \ \ 0 6 GV & HYD / ' / / 0 /' ' a6 °a / / ►?AV11Y SEWE STREET LAMP �o / / / / '/ \ /y o / �� Q� �2 a69 a I / / \ - \ \ �- xsD' \ N \ • MH -ss- SANITARY SEWER WATERLINE - + we / / / / \ \ \ \ I' I 23 J o PROPO BLOW OFF VALVE ASSEMBLY If \ _ 134 PROPERTY LINE & NUMBER - - / - -- STREET SCAPE BUFFER BOUNDARY - -'- 100 YR FLOODPLAIN / / / / 5 5` s4 it. z'oR.24o6s 4 eaqct . k . / / 0.465 20 20.4 acr es f � 0.,47693 0 acr' es . 2 0 .4,69 4 2 so WETLANDS 464 oc s - -210-- EXSTING CONTOURS \ R OP 10'X70' SIGHT DISTANCE TRIANGLE 2624 a` fe I �I I I f 4t 0 \ \ / I LN STREM BUFFER - -� UTILITY EASEMENT / ' / ao r y / o' / / / / - - - - - - \ \ \ 04 acres 99 LOT NUMBER i / I l -_ �. 59 0. / �- -' - _ \ \ \ -� / / I / R/W II I\' / / a� / s _ zmsssore \ 2to -- _ / / �,- - - -- - - - -- 220- \ \\ \ \ \ \ \ \ *DxTD -• // \ /eO 4OX50 DWELLING FOOT PRINT /r \ 1 b 1 / 0.4b� \ / / - - - \ \ STREET\ ❑ I 1 I "'O' / / i 68 -�'J/ y_ 7� r -- \ \ \ \ \ \ \ 1 1 `�" � CAPE (PLACE HOLDER) \ I _ - / / o, s sa k. - \ - / / / - z - 2 1 __ \ \ \ \ \ 76 1 / I 6 ER _ �N/ 2 .332 1 -0- POWER POLE / LIGHT POLE / �\ / / - / ! 463 atte� - - - - - - / / - -ya u 469 ac s 64 a 20 430 s \ \ N \ \ Y \ \ \ q, / - -. / / / / - - /_.- ' 469 ac s _-O acr ft. 32 s 73/ \ .467res / cuLVERr CULVERT \Y / \ , / 1 P ° / / - _ - - - _ _ \ - -� 5 `✓ 2 ao6 s as9 °a 5 - - - - - ° 6�oa: 0 2 \ \ t ' ` v V I P /'I �/ ,� ° � f / � � / �- 64 ' � ft. 6 ac / - � � - � \ V V 4 '� °� s� 06 saws ' -\ • � I � \ - POBL7C F'--- \ i � (�j ••' 2 _ i• � v - � \ 6 t a69 _ - - -_-«- - ` _ -�-__ .. m \ 1 \ e N \ \ 1 + /Q� \ oar / 62 - -� - p-OP-0 I w + \ \ 7 \ / / QpJ � / / �OS�t - � w � / � H I \ � I 6a' r�0 fc�iez / /.- / . P � L G ' - ' / � � 84 l 83 \ \ 1 \ \ \ \ \ m \ \ 7 0 20,0 ?9 sq. k. 1.460 acres - - 1 20.029 s. ft. �0� /•]� 5 4 (99)/ 1 ,P,_ / N.� 20.46 �.4�acres Iacres ?0,645 sq. ft\ \ / \ J Y" -+--- - 30' 0.474 STR I I c� \ 8o A619t\ /� \ \ \ Il / 0.541 ocre� / /r7 ' / /QO / / / / a 0 a _N .� - ���: - J-- -. -. -. ..�..Iffi �... I ..� I 1 I� \\ 205 \:. / / / \ /1 1 � � / r •7. Op,q / / / xis 0R° /� N -�._ __ � rILITY V JfJE iN� - / -50 sQ'rs / 0. Ex15T� i � / / - � � � (NfiDOT p�pQ�� 5a8 i�P� \ �.A.6 acres \ \ � \ \ ,. \ \ 220 /'AY ROAD -PUBLIC - Rl4V -' - SR" 1121 X230- 23,593 � \ PER ORq /NACE (,00T) 30 STR£_[j GRAPHIC SCALE - il `' c't'�c *Oac ✓ \ EXISfy�" / i / - / _ � so Poo 200 400 i' 4 AFICATE OF OWNERSHIP AND DEDICAAON // HEREBY CER77FY THAT I AM (WE ARE) THE OWNER(S) IN FEET _ _ _ _ _ _ _ _ _ _ _- - - _ _ / �Z�� / �O /� OF TH£ PROPERTY SHOWN AND DESCRIBED HEREON, 1 inch = 100 ft. WALNUT CREEK SUBDIVISION lS LOCATED IN THE SUBDMSION JURISDICTION OF PROPERTY OF: SOMIGA DEVELOPMENT, LLC _ _ �; I � / � / HARNE7T COUNTY AND THAT l (WE) HEREBY ADOPT (DB 3085, PG 281 r TRACTS 1 & 4 - MAP#2013 -371 \/ / THIS SUBDIVISION PLAN WITH MY (OUR) CONSENT, FLOODPLA /N STA�EMEN7 (DB 3191, PG 780 / MAP#2014 -29) ESTABLISH MINIMUM SETBACK LINES, AND DEDICATE / r A PORTION OF THE SUBJECT PROPERTY DOES U£ IN A SPECIAL FLOOD ADDRESS: RAY RD. RAMBEAUT RD ! ° ALL INTERIOR STREETS, PARKS, ALLEYS, AND OTHER S /TES AND HAZARD AREA P£R F£MA FLOOD INSURANCE RATE MAPS FOR HARNETT SCALE: 1" = 100' INTERIOR EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. COUNTY, 37200513004 DATED JUNE I8, 2007• TOWNSHIP: ANDERSON CREEK DATE: SEPTEMBER 11, 2014 FLOODPLA/N SHOWN HEREON TAKEN FROM NOTED FEi MAP. COUNTY: HARNETi ZONING: RA- 20M /COMM Y /'' //e TAX PINS: 0513-68-5465.000 CITY: NEAR SPRING LAKE, NC w LW1,2, / J. !7j-/r7...110L . 0513 -69- 2523.000 k- Li f�_ W r ^_ I U 0) >z Q 00 -o 0 r� LLJ L_ C0 Ld O (f) } W Q z O F IL It O In W O w a n e Y C O W ti Z J O J V Cl) Z > Z F- V) 4 M W .1 >. WON a. F- acc 0 F- a C. Z Z OWV WOJ J V ~' >W F W LLJ W G ..(0, r L0 W V Z Q � Q = LL 3 y PROJECT NUMBER 14- SOMIGA -WC -01 DESIGNED BY JWW / AWH DRAWN BY JWW / AWH CHECKED BY JWW SCALE 1 " =100' DATE 09/11/14 1 OF 1 WALNUT CREV