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Home My WebLink AboutNCC230063_Site Plan or Location Map_20230117TEMPORARY GRAVEL o CONSTRUCTION ENTRANCE - - - - R/W m rnn - - 0 - - NC FTW Y 43 R/W - - _ ➢ p cn co Z N� 03 - (100' R/W - PAVED PUBLIC ROAD) ao� ao�� W- W W W W W W W W W W W W W� W W'� W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W- Wg-W W W W W W W W W W W W W W W W W W - - - - - -- w -- -- - ------ ------ �� m--78.00=- - -74.00 - DA = 5.22 AC - - - - o Q10- CFS 15"RCP - - - - - -78.00 - _ 79.00 - - - 76.00- - - V10= FPS 77.00 - - - _ - 11 - - - - --- _ - -- - -- - - - -- ---- 15°00 -76.00 - - - - 78.00 74.00 - - - - 74.00_ - - - 75.00- - - - - � -- - - - i = _ - - _ _-- - - - J - - - - - - - 35° 9 00-E- - - - - CLOD X/-_ �_ - - - _ ( EASEMENT 209.�LOD 7 - - - R/W - 1§ - a9z v /I 146.92' V 141.5,V / I I S35° 49' 58"E 277.22'7 S30° 20' 0 S35' 49' 58"E S35' 49' 58"E -R/W 297 43 08"E o 72.66' r �� - / pO \ o EASEMENT ILITIY / I 0) 25'X25' UTILITIY 5'X25' UTILITIY - � 7g. 25'X25' UTILITIY o II LOT # 1 EASEMENT EASEMENT w III �40778.55 SQ FT 10' NON -ACCESS 0' NON -ACCESS - - - / EASEMENT 0' NON -ACCESS EASEMENT 0_ / LOT # 27 �, I EASEMENT T #26 / o NI 0.94 ACRES / EASEMENT0 w w,0 � j4 41367.15 SQ FT 10' NON -ACCESS � T� LOT 1 o LOT # 32 _ 0.95 ACRES EASEMENT o A \ 400 93 �ACRQESFT 40401.01 -5Q-F`f "' o - - - - - Y r \ _ FALKLAND VOLUNTEER in 0_9 ACRES - FIRE DEPARTMENT �� IIIf 35269' Ur �� _ _ - z �0 to a �� L=DB 3383 PG 783 S34. 18' 11"E LOT # 30 ,�oj o ZONE: R40 44666.98 SQ FT LOT # 29 \ 274.60' p \\� 1.03 ACRES 40089.11 SQ FT S35. 26' 08"E C 0.92 ACRES 7 0 15' GUC ELECTRICAL EASEMENT N i I�� N31. 35' 34-W 0 0. L�T# 2 0 o / � 231.63' \ \ v 40120. 2 SQ FT (6 I I � 219, 0.92 ACRES r 55 0 n0 / o M as38o6' S2"E / z LOT 28 - o �� POSTAL KIOSK LOT 40733.55 SQ FT V�\ \6'• I � � / rpm y�0 O � � 4- 0. y o 2 190.78 SQ FT 0.94 ACRESLO /�v vmoo, N4° 59 °$"w ��, � ��'Z s o.00 ACREs BOY BLUE STREET `�00 \\V o� s �- 2 ��o O 0 w PIPE LOT# 25 LOT 1 282.72 0� n DA = 1.5 AC VAVA\\V LOT # 31 N �� c� �` �� (50' R/W -20' PAVED PRIVATE ROAD) o 0 40145.38 SQ FT AIMEE CENTELLE 7J �, n Q10- CFS V\� s�� j 45015.87 SQ FT 0 0 0 4�1 a o v1o=�FPs � � � a0� ao� 0.92 ACRES De 3605, PG 833 -� -I 1.03 ACRES �o �� ,s o0 0 ao1 o� 0 ENT / \\\� �� SO o _' N v;�� ',�� 7 7 �2 L ZONE: Roo 0, - \ D po 0' 7 l�� Von q, �� LOT# 3 Y `� - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / IPE 2 1 \V�V7 0 40161.97 SQ� FT �� o z �/ DA = 2.36 AC °o r - / �0 0.92 ACRE Q d oo 00 Q10_=5.54 CFS p01� 11 �E - / 241,59' \� VI Ij n _ N V10=3.6 FPS / o S34' 26' 52"E C o oo� / IA 7 7� ' / LOT 2 \5� . a a w ` / LOD LOD LOD ° S57°34'58"W i \ \\ I L / I LOD -SOD M LOD LOD MCHAEL BEST CHARLES THOMAS MCLAWHORN, JR and wife, KAREN FORBES MCLAWHORN D2014 E 0659 ZONE: R40 LEGEND R/W = RIGHT-OF-WAY MBL = MINIMUM BUILDING LINE O EIP = EXISTING IRON PIPE 0 SIP = SET IRON PIPE EPKN = EXISTING PARKER KALON NAIL SPKN = SET PARKER KALON NAIL SMN = SET MAG NAIL q = CENTERLINE NPS = NO POINT SET -1-\F- = NOT TO SCALE TL = TOTAL LENGTH V,� � 232�0 \�\ �\ S4g• 15' 2$ � 0 V\OVA\ \\VAA A\ s U L T# 4 40393.83 SQ FT 0.93 ACRES o 0 \\A\ \\ \ a A \\V U' �o rA- LOT# 5 ��V/ 0 40,751.46 SQ FT \ 0.94� ACRES �o \\\�\ R o \\LV V \\A\\ \\\A\ (� V \V A\ LOD � o LOT# 14 40000.00 SQ FT \\ 0.92 ACRES -08 / ✓ �p9� 332.OS - �O L 0 T # 13 / s40, 56' 09"E Y goo \ 40263.92 SQ FT / 00- 0\ O 0.92 ACRES fig' L Un _/ 0 LA w O�; LOT# 15 0 50 0 40000.00 SQ FT ' LOT 2 �y 0. � 0.92 ACRES j� 40072.56 SOOFT \ 0.92 ACRES V o] IPE 3 DA = 6.76 AC \ 3211T Q10- 8.9 CFS \ VV10=5.38 FPS \ G S40° 56 09"E o U� -- \ \0 Z g ap \ �. �� - � � � ;a r- �� s�-sue -78.00- >o �-Uv)0 Pn o A 1T O6"N 0 z /070(f LOT # 16 m / U) zz oD °° Co n 42264.39 SQ FT 0.97 ACRES S49° 08' Os"W \ i �a N69° 4/7�16"W WALE B 5.01' '49 00' \°o SON LOT # 11 / SO'5 56t- /� z ' �- 40479.00 SQ FT < o 0.93 ACRES 30� DRAINAGE EASEMENT J \ \ o�°� 15' GUC ELECTRICAL EASEMENT \ LOT 17 CA ^eh \ SQ FT R25 # 4247.15 ' \\\�� \ o moo o �� 07 ACRES V 03 03, -o ' N34° 21' 02.06"E 456, 540 \��\\�\ l LOT # 6 �, 40307.93 SQ FvT gooI ' �� / N28 40' 31"yy 23 TEMP CHECK DAM V 0.93 ACRES R25, 4 0151 � - 8.95' i o C LOT # 10 40830.09 SQ FTC -0.94 ACRES R46' 0 0 _ (\\��fC� 6.00 LOT # 18 CHARLES THOMAS MCLAWHORN, JR \\\\ \o _ °o� i3o,42 % �� -7 2 28 48 - 77.00 76.C'^- - - - = 0 0_ _ _78. - - - - - - and wife, A\�\\V - _ - - - =s4s 1s o1^E _ _ 4.00= 3.00- -7 F 288� 77.00 - - 78.00 KAREN FORBES MCLAWHORN D201 4 E 0659 \V AVA\ \ ZONE: R40 \A �\ TEMPORARY / \V AVA\\ STOCK PILE 1 > Y �� 1, _ AREA <v � � / ® = TEMPORARY CHECK DAM ® = CLASS "B" STONE APRON CONSTRUCTION ENTRANCE/EXIT = EXISTING OVERHEAD UTILITIES W = EXISTING WATER LINE L013= LIMITS OF CONSTRUCTION SILT FENCE = DRAINAGE EASEMENT ®= SIGHT TRIANGLE 44.93' DO' AND WIFE PATRICIA ANN BEST DB 3595, PG 670 - 15' GUC ELECTRICAL EASEMENT ZONE: R40 0 LOT# 24 40287.76 SQ FT F J 0.92 ACRES < ............................ 0 I p 20 0 o LOT 3 r WILLIAM BUTTS Jr. N38' 2V 14"W AND WIFE 23237' EREDIA S. BUTTS DB 3634 PG 0067 0 r ZONE: R40 �41 i oCn <� II / J < LOT# 23 I� D 40210.11 SQ FT II ° rn 0.92 ACRES LOT 4 �7 o �0 DANNY ANDERSON 0 AND WIFE I\ / 0.4 0 JULIE A ANDERSON v IPE 1 DB 3547 PG 596 DA = 2.66 AC - Q10- 4.82 CFS / ZONE: R40 J V10=4.31 FPS Go 1 of N40' 52' 57"W / 217.11' . . . . . . . . . . . . . . . . . . . . . . . . . . . . Apr �Cl)K F r r G ��::� vl� o I� o 1 I z II r r cr Io m LOT# 22 I 40168.91 SQ FT D 0.92 ACRES 0)1.0 LOT 5 AND 6 4 �O- MARIAN EDMONDS O0 DC104 PG 302 r �/ Io ZONE: R40 �I (D 001 N27 21' 11"yy / I � aoi�s-aoi �OOI I i80,00- 12" CPP 79.00--------=79.00j° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - �\ - 80.00 LOT# 21 40287.35 S(9" I 80°OD 0.92 ACRES 11�1 �Y LOT #7 �yaQ EXISTING DITCH TO BE / w Y SWALE B r� -+ \40 16.13 SQ FT MUCKED AND FILLED WITH s �, / r DA = 8.41 AC o o"' -no 92 ACRES / SELECT FILL MATERIAL S' 'A 1 Q10- 14.10 CFS z D 30�" V10=1.52 II I I OR xC �� w z YLT 19 z W M II II LOT # N ` LO 407.94SQ FT Q Lo �) 40319.80 S FT /0.93 ACRES O own o0 0.93 ACR W o VIN.�O 00 0 o w �� 1� 'L 16 00 Q 'LOT #9 / K 00 / Y 4OY736.64 SQ F N 0.94 ACRES/ ° / / S35° 15' 03"E LO ;0Y < / / �= 50.69' TEMP \ TEMP CHECK DAM TEM / CHECK DAM N33° 44' 05"W 108.7 CHECK1 / LC -� TEMP CHECK DAM D / � � ��LOD LOD LOD LOD��p / /J ) / �I€oti�op UNSHAKEABLE BUILDERS, INC DB 4161 PG 192 ZONE: R40 0 DEWITT NEWKIRK 0 AND WIFE COURTNEY HENDERSON NEWKIRK DB 3696 PG 318 Know what's below. ZONE: R40 Call before you dig. L. THIS ORANANa IS THE PROPERTY OF INNER BANKS MCNNEERING_ P.A. ANY 11SE_ RFU4AF_ REPRMUCTION_ DISPLAY OR SALE OF THIS DRANANO NATHOUT WRITTEN CONSENT OF INNER BANKS MCNNEERING_ P.A. IS STRICTLY PROHIBITED_ GRADE 1326LF OF NEW DITCH 0 0.5% (3:1 SIDE SLOPES) DEWITT NEWKIRK AND WIFE COURTNEY HENDERSON NEWKIRK DB 3696 PG 318 ZONE: R40 SREOTS T �� @ BE Mqp SEPARATE SWALE A DA = 10.89 AC Q1- 7.01 CFS V10= � 3° 44' 05 '" a -LOI N 1�v/ w LOT 7 Q MICHAEL J KOSTOK AND CD LAUREN B KIRBY Q DB 3957 PG 672 z Q y� o ZONE: R40 oN o0 os_ sue, F I LOT#20 I (................................. 41492.57 SQ FT I 0.95 ACRES 20' DRAINAGE EASEMENT OPEN SPACE 57418.52 SQ FT h 1.32 ACRES �h O LOT 9 ARCED ABDELAAL DB 3785 PG 217 ZONE: R40 N21 ° 10' 33"W '� 144,60, TEMP CHECK DAM LOT 8 CARLOS APPLEWHITE AND WIFE DONNA APPLEWHITE DB 3703 PG 682 ZONE: R40 OWNER: DEWITT NEWKIRK ADDRESS: 1750 N GREENE STREET, SITE DATA: GREENVILLE, NC 27834 TOTAL ACREAGE IN TRACT .................... 34.88 AC PHONE: 252-814-9105 NO. OF LOTS ............................................. 32 LINEAR FEET IN STREET ...................... f2,706 LF ACREAGE IN R/W.................................. 3.3 AC ACREAGE IN COMMON AREA ................... 1.32 AC AVERAGE LOT SIZE .................................. 40000 SF EXISTING ZONING ........................................ R40 CURRENT LAND USE..................................AGRICULTURAL PROPOSED LAND USE................................SINGLE FAMILY TAX PARCEL NUMBER(S)............................ 58394, 70576, 66977 NC PIN ............................................. 4659449689, 4659553286, NC PIN ............................................. 4659547768 TOTAL DISTURBED ACREAGE ...................... 12.0 AC TOTAL IMPERVIOUS AREA ........................ 310,582.80 SF ROADWAY = 71,130.11 SF HOME SITES INCLUDING DRIVE AND SIDEWALKS = 239,452.80 SF PRE DEVELOPMENT FLOW...................................63.39 CFS PRE DEVELOPMENT FLOW...................................36.73 CFS NOTE: A HOMEOWNERS ASSOCIATION SHALL BE INCORPORATED TO PROVIDE FOR THE MAINTENANCE OF THE STREETS. APPROPRIATE BYLAWS SHALL BE PREPARED, AND PROPOSED COVENANTS OR DEED RESTRICTIONS WHICH ADDRESS MAINTENANCE, APPORTIONMENT OF FINANCIAL RESPONSIBILITY, AND ENFORCEMENT SHALL BE PROVIDED. THE COUNTY ATTORNEY SHALL APPROVE THE ADEQUACY OF THESE MATERIALS PRIOR TO FINAL PLAT REVIEW. THESE MATERIALS SHALL BE RECORDED AT THE SAME TIME AS THE FINAL PLAT AND SHALL BE APPROPRIATELY CROSS-REFERENCED IN THE COUNTY REGISTER OF DEEDS OFFICE. ADDITIONAL SILT FENCE MAY BE REQUIRED AROUND THE PROPOSED STOCK PILE IF EROSION OCCURS 6' 6' DITCH SHOULDER 1 5 0' lo' PAVEMENT 6' 6' SHOULDER DITCH 6" OR 8"ABC-/ \- 2" SF 9.5 B NOTE: STONE DEPTH TO BE DETERMINED BY SUBGRADE SOIL TYPE. TYPICAL STREET CROSS SECTION N.T.S. BOUNDARY AND TOPO SURVEY BEN PURVIS LAND SURVEYING 2004 B EAST THIRD STREET GREENVILLE, NC 27858 252-341-5588 60' 30' 0' 60' Graphic Scale: 1"= 60'-0" EXISTING GRADE 1o. CLOSURE CHECK BOUNDARY Chkd: MP Date: 1/21/22 MARIE U. PEEDIN, PE 0 U � Q w � 00 .Ew DON a) 0-I 00 x C� Lp NLU U 0-) w z D N � Ln a) r Y �'� 0�Q N x E kf N p m V p .0 c: C o c) _c E m I o N a W s C 0 0 •a �s U o � O F •� o kD 0 � cn U CD 0 ow -C W � wo � <0LL Z U) E 0 ��w (/) Y U 0 �0 + m Q z CL 0� C� w Q Z o U) 0 Lij~ C: zw 0 Ld LLJ Ld ILL. Q J _J Q LL Drawn: MP/CT Design: MP Chkd: MP APP'd: MP Date: 4/12/22 Scale: 1"=60'