The URL can be used to link to this page

Home My WebLink AboutNCC217004_Site Plan or Location Map_20220120D D CD � SR 2215 RN T o J HA ET CENTRAL ROAD SITE z N 0 a� n� 'Ll,9T 7Q36 0 � TyF�LS � a NORTH VICINITY MAP NOT TO SCALE LEGEND: " Z ECM -EXISTING CONCRETE MONUMENT EIP (0EIP-EXISTING IRON PIPE EIR Oa EIR-EXISTING IRON ROD ERM® EPM-EXISTING PUNCH MARK ERBO ERB-EXISTING REBAR sRB0 SPM-SET PUNCH MARK sR0 SRB-SET REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE - oPL - - - OLD PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE -- RIGHT-OF-WAY ss SANITARY SEWER LINE WATER LINE UGE UNDERGROUND ELECTRIC OVERHEAD UTILITY ----------EDGE OF WATER - - WETLANDS EXISTING EASEMENT LINE X FENCE LINE TREE LINE - - - 500 YEAR FLOOD ZONE 100 YEAR FLOOD ZONE - - FLOODWAY EEI SIGN m TRANSFORMER LIGHT POLE PP. UTILITY POLE C GUY WIRE ❑T TELEPHONE PEDESTAL wV N WATER VALVE FIRE HYDRANT ❑❑ WATER METER \ I \ $, I SSMH #11943 \ \ J RIM 151.50 \ INV IN 139.10 \ INV OUT 139.10 \ \ o \ \ o a SSMH #11968 '+ RIM 148.92 SSMH #11944 ° ati f..' RIM 149.39 INV IN 137.32 �S .'.' ' ; INV IN 138.99 ; ; INV OUT 137.27 INV OUT RIM 147.60 �'; ;-;•' . ' ~ INV IN 137.28 INV OUT 137.20 7..i / ........................ .. ..'� �........................... ....................... .°ram. o-6 sR SPRINKLER HEAD �S SANITARY SEWER MANHOLE HARDWOOD TREE PINE TREE ASPHALT CONCRETE WETLANDS ® BUILDINGS PROPOSED CANOPY TREE LANDSCAPING NOTES 1. 15' STREETSCAPE BUFFER TO BE INSTALLED AND MAINTAINED BY THE DEVELOPER, UNTIL SUCH TIME THAT OWNERSHIP IS TRANSFERRED TO AN HOA OR INDIVIDUAL LOT OWNERS, PER HARNETT COUNTY LIDO STANDARDS. 2. 15' STREETSCAPE BUFFER SHALL INCLUDE A ROW OF EVERGREEN CONIFERS OR BROADLEAF EVERGREENS PLACED NOT MORE THAN 5 FEET APART WHICH WOULD GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST 6 FEET IN HEIGHT WITHIN 2 YEARS, SUPPLEMENTED WITH LARGE MATURING TREES EVERY 30 FT. 3. STREET TREES SHALL BE INSTALLED SUCH THAT THERE IS AT LEAST 1 DECIDUOUS TREE FOR EVERY 50 LF OF STREET, TO BE PLANTED STAGGERED ON BOTH SIDES OF THE STREET APPROXIMATELY 5-10' OUTSIDE THE RIGHT-OF-WAY. 4. STREET TREES SHALL BE AT LEAST 2 CALIPER INCHES AND 6 FT IN HEIGHT AT TIME OF PLANTING. 5. 15' TYPE A LANDSCAPE BUFFER TO BE INCLUDED ALONG ALL SIDE AND REAR PROPERTY LINES AS SHOWN ON PLAN. BUFFER SHALL INCLUDE: 5.1. STAGGERED ROW OF LARGE MATURING TREES SPACED NOT MORE THAN 30 FT APART 5.2. LOW -GROWING EVERGREEN SHRUBS, EVERGREEN GROUND COVER, OR MULCH COVERING BALANCE OF BUFFER AREA 5.3. ROW OF EVERGREEN SHRUBS PLACED NOT MORE THAN 4 TO 6 FT APART WHICH WILL GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST 6 FT IN HEIGHT WITHIN 2 YEARS *THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT COUNTY LIDO. THE OWNER OR DEVELOPER IS ENCOURAGED TO CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR PERMITTING PURPOSES ONLY. / O \ / O° I I I II I I I I II I I I I I I III I I� 1F IF I F Inn I I iI g v 1 . 5 . 4 2 1 (� S° C 1 FInF IF� 11 i I 111] I N F 1 i I 161 60 "�.T HAY FIELD DRIVE -- 1-I c TRAVIS WESTER _ _ 15 158 159 160 x/ ESTATE 92E, PG 105 - - � � � 139 tic C� �' 1 50' R/W (PUBLIC &UTILITY ACCESS) I- rCt. 100 rF DB 304. PG 30 1 - •F - - / L . J I� I- . J 1; 0/ �� -� -1 I I I I I I IhI - - - ♦ 169 - - ♦ BARN DOOR DRIVE 138 v I- _'♦" F 107 50R/W (PUBLIC &UTILITY ACCESS),j 1050j/ -' 170J 129� I F (� r 1r 113 J �� J L.J L.JI / �.J L_J J� I �I CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 39.27 25.00 N45°13'53"E 35.36 C2 36.78 25.00 S47°37'25"E 33.55 C3 76.25 425.00 N10°37'06"W 76.15 C4 70.08 425.00 N20°28'56"W 70.00 C5 70.08 425.00 N29°55'47"W 70.00 C6 78.46 425.00 N39°56'33"W 78.35 C7 70.08 425.00 N49°57'18"W 70.00 C8 70.08 425.00 N59°24'10"W 70.00 C9 70.08 425.00 N68°51'01 "W 70.00 C10 67.27 425.00 N78°06'32"W 67.20 C11 34.63 425.00 N84°58'41 "W 34.62 C12 95.04 975.00 N84°31'12"W 95.00 C13 31.34 975.00 N80°48'24"W 31.34 C14 54.73 625.00 N82°23'40"W 54.71 C15 70.04 625.00 N88°06'48"W 70.00 C16 39.27 25.00 S46°19'25"E 35.36 C17 39.27 25.00 N43°40'35"E 35.36 C18 55.06 425.00 S84°57'53"W 55.02 C19 70.08 425.00 S76°31'45"W 70.00 C20 70.08 425.00 S67°04'54"W 70.00 C21 58.78 425.00 S58°23'44"W 58.73 C22 33.38 25.00 S87°18'38"E 30.96 C23 62.50 275.00 N55°33'54"W 62.36 C24 70.19 275.00 N69°23'16"W 70.00 C25 70.19 275.00 N84°00'42"W 70.00 C26 21.03 25.00 S67°13'44"E 20.41 C27 55.14 50.00 N74°43'44"W 52.39 C28 43.63 50.00 S48°40'35"W 42.26 C29 43.63 50.00 S01 °19'25"E 42.26 C30 43.63 50.00 S51 °19'25"E 42.26 C32 21.03 25.00 S64°34'53"W 20.41 C33 149.31 225.00 S72°18'46"E 146.59 C34 149.31 225.00 S34°17'29"E 146.59 C35 54.81 225.00 S08°18'07"E 54.67 C36 19.99 255.00 S03°34'11 "E 19.99 I I I I 1 1 1 1 1 � 1 1 . 1 ...... . . . . CA3 `O�132 133 134 1 1 V ` \1413E/'�..r. ° o li 128 \ v 97 �' /i/ ► /j%/ ;r/%1j y//., ,! /jy,!. 4, a . YF ` \ /\O L J L L- J `-- `- 115 /� ✓. A. 100 J,. i j////.';C y/•� ; fir- ` 172 -1 v / ram,/ I j'C C/1. f 127 r F r �1 \ 96 o°.:.'.rC`/�',..;►// !c%!'/,'/.'ti 'Y '`�!`. + +IY o� i CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C37 70.22 255.00 S13°42'17"E 70.00 C38 70.22 255.00 S29°28'58"E 70.00 C39 70.22 255.00 S45°15'39"E 70.00 C40 70.22 255.00 S61 °02'20"E 70.00 C41 30.66 255.00 S72°22'19"E 30.64 C42 50.92 975.00 S74°19'12"E 50.91 C43 85.81 975.00 S70°18'09"E 85.78 C44 4.21 975.00 S67°39'28"E 4.21 C45 39.27 25.00 N22°32'02"W 35.36 C46 39.27 25.00 S67°27'58"W 35.36 C47 39.75 575.00 S69°30'53"E 39.75 C48 70.04 575.00 S74°59'06"E 70.00 C49 70.04 575.00 S81 °57'52"E 70.00 C50 70.04 575.00 S88°56'38"E 70.00 C51 13.79 575.00 N86°52'46"E 13.79 C52 39.27 25.00 N48°48'26"W 35.36 C53 62.59 500.00 N00°13'16"W 62.55 C54 109.59 500.00 N09°38'41"E 109.37 C55 109.59 500.00 N22°12'11"E 109.38 C56 109.59 500.00 N34°45'42"E 109.37 C57 109.59 500.00 N47°19'13"E 109.37 C58 100.48 500.00 N59°21'25"E 100.31 C59 109.59 500.00 N71°23'36"E 109.37 C60 109.59 500.00 N83°57'07"E 109.38 C61 39.27 25.00 N44°46'07"W 35.36 C62 37.09 25.00 N37°01'38"E 33.78 C63 91.61 375.00 N12°28'36"W 91.38 C64 70.16 375.00 N24°50'06"W 70.06 C65 76.03 375.00 N36°00'11"W 75.90 C66 297.81 375.00 N64°33'42"W 290.04 C67 56.21 1025.00 S85°44'29"E 56.20 C68 40.58 25.00 S49°19'27"W 36.27 C69 165.02 275.00 S14°22'21 "E 162.56 C70 107.08 500.00 S44°06'36"E 106.88 C71 33.89 25.00 S89°05'00"E 31.36 CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C72 67.97 550.00 N55°37'08"E 67.92 C73 70.05 550.00 N62°48'28"E 70.00 C74 125.53 550.00 N72°59'41"E 125.26 C75 36.79 25.00 N37°43'45"W 33.56 C76 114.79 575.00 N85°36'17"W 114.60 C77 39.27 25.00 S43°40'35"W 35.36 C78 39.27 25.00 S46°19'25"E 35.36 C79 79.81 425.00 N83°17'47"E 79.70 C80 133.03 425.00 N68°56'58"E 132.49 C81 11.47 425.00 N59°12'34"E 11.47 C82 42.07 25.00 N10°13'51"E 37.28 C83 61.54 550.00 S34°46'09"E 61.51 C84 70.14 325.00 N25°22'53"W 70.00 C85 70.14 325.00 N13°01'00"W 70.00 C86 63.88 325.00 N01°12'12"W 63.78 C87 40.26 25.00 N04°06'46"W 36.05 C88 20.05 550.00 S49°12'04"E 20.05 C89 32.03 25.00 N84°51'37"W 29.88 C90 24.47 475.00 S59°54'43"W 24.46 C91 70.06 475.00 S65°36'47"W 70.00 C92 70.06 475.00 S74°03'51"W 70.00 C93 70.06 475.00 S82°30'56"W 70.00 C94 16.04 475.00 S87°42'31"W 16.04 C95 38.28 25.00 S44°48'55"W 34.65 C96 67.05 575.00 SO4°17'41 "W 67.01 C97 70.04 575.00 S11 °07'30"W 70.00 C98 70.04 575.00 S18°06'16"W 70.00 C99 8.75 575.00 S22°01'49"W 8.75 C100 39.27 25.00 S22°32'02"E 35.36 C101 82.17 525.00 S72°01'05"E 82.09 C102 100.15 525.00 S81 °58'01 "E 100.00 C103 58.42 525.00 N89°22'49"E 58.39 C104 36.90 25.00 N43°54'49"E 33.64 C105 53.74 550.00 N04°26'01"E 53.72 C106 70.05 550.00 N10°52'54"E 70.00 CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C107 70.05 550.00 N18°10'43"E 70.00 C108 70.05 550.00 N25°28'33"E 70.00 C109 70.05 550.00 N32°46'22"E 70.00 C110 53.74 550.00 N39°13'15"E 53.72 C111 39.27 25.00 N46°19'25"W 35.36 C112 39.27 25.00 S43°40'35"W 35.36 C113 31.26 575.00 S00°14'01 "W 31.25 C114 70.04 575.00 S05°16'51 "W 70.00 C115 54.33 575.00 S11°28'38"W 54.31 C116 38.08 25.00 S29°27'05"E 34.50 C117 99.33 1025.00 N70°18'37"W 99.30 C118 39.27 25.00 N67°27'58"E 35.36 C119 37.63 525.00 N20°24'45"E 37.63 C120 105.90 525.00 N12°34'49"E 105.72 C121 74.45 525.00 NO2°44'20"E 74.39 C122 39.27 25.00 N46°19'25"W 35.36 C123 216.87 375.00 S72°06'30"W 213.86 C124 37.24 25.00 S12°51'56"W 33.89 C125 66.53 275.00 S22°52'43"E 66.37 C126 70.19 275.00 S08°38'09"E 70.00 C127 15.00 205.00 S03°25'10"E 14.99 C128 142.87 205.00 S25°28'52"E 140.00 C129 108.66 205.00 S60°37'54"E 107.39 C130 39.27 25.00 N59°11'02"E 35.36 C131 142.10 525.00 N06°25'48"E 141.66 C132 55.14 50.00 N72°04'53"E 52.39 �CSo� SITE DATA DEVELOPER MAILING ADDRESS CITY, STATE PIN NUMBER TOWNSHIP TOTAL SITE ACREAGE ACREAGE TO BE DEVELOPED ZONING EXISTING USE PROPOSED USE DISTURBED/DENUDED AREA SETBACKS REQUIRED: FRONT SIDE REAR L a .. . /Y I ±� 125 9512124 .1 k ,/��yj/ej��O123 /Ie"/Xi.; .... r -J L117 I J L J LJ L J _ _ J e r j L94 L 79 _ F 93 80 81 IF Inn J�.�� 82 g3 84 85 86 g92 7 88 89 90 91 RE14 \ \ I \ \ I �\ o I I I CAROLINA LAND GROUP, LLC 341 KILMAYNE DRIVE - SUITE 201 CARY, NORTH CAROLINA 27511 0652-80-8215 0662-00-2888 0662-10-7069 NEILL'S CREEK 115.13 AC 115.13 AC RA-30 UNDEVELOPED SINGLE FAMILY RESIDENTIAL 88.63 AC 25 FT 10 FT 20 FT SITE NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA AND LOCAL REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. 5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. 8. ALL EASEMENTS OUTSIDE OF ROAD RIGHT-OF-WAY TO BE MAINTAINED BY OTHERS. GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. \ E SOL o" � O 02 D` N N 0 ro 0 z g 01 0 c.) z 800 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com REVISIONS ISSUED FOR CONSTRUCTION PROJECT NAME THE FARM AT NEILL'S CREEK PHASE OVERALL SITE PLAN CLIENT CAROLINA LAND GROUP, LLC 341 Kilmayne Drive - Suite 201 Cary, North Carolina 27511 Phone: (704) 608-3085 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: SEAN CHECKED BY: SCOTT PROJECT NUMBER: 1609 DRAWING SCALE HORIZONTAL: 1 "=200' DATE RELEASED JUNE 14, 2021 SHEET NUMBER C-200 �. • �r:■ :��••1��.i��■��a�:■��•is��■��a��•zw•�a:��wl,T•1w�1■�]■��A�&�w&.iw�Mw_j ��1►■N:■w63FEIi4 ��R•M�s�4�r�■i��.7�