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HomeMy WebLinkAboutNCC214261_Site Plan or Location Map_20210727R/W R1W 50. 0' RIGHT OF WAY 1.01, 5. 0' 5.5 27.0' 5.5' 5.0' "1. 0, SIDE UTILITY 30" ROADWAY J0" UTILITY SIDE WALK STRIP VALLEY 11.0' 11.0' I, VALLEY STRIP WALK 1/2"/� C&G � 2� C&G 112• FT PAVEMENT DESIGN TERRAIN MAX SLOPE 2-1/2- 1-2 LEVEL 2.1 6" A.B.C. ROLLING 2.• 1 HILLY 1-1/2.•1 RESIDENTIAL COLLECTOR STREET CROSS SECTION 50' ROW - 27' B-B NTS M D- N/F OXFOR ORPHANA PIN:1913003 2 ZONED: R-A n -r,-- f 20P£ \ \ \ o C N/F SITE TRIA GLE \ \ \ \ \ n WA E N & 15' X 50 \ KATHRYN ARKER \ PIN.191310 --- n N/F � a� D.B. 674, PG. 9 O 1 ..... o ' ZONED: R-A ,NARY HU ES �N ?0' " PIN:191304568 N 600. D.B. 173, PG. 53 &�o 0.24 Ac ZONED: R-A 2 SF 0 So( o' ?0 S� o Ac °13' 10 a •. a O o • 60• g An \ pUe�l 0 ry4 1YEi CA4E SCHOOL RFFT ZONE SIGN AND PAVEMENT MARKING PER \ NCDOT REQUIREMENTS. \ \ GRIND OLD PAVEMENT \ ARKINGS AS NEEDED. 0 \ \ o \ � a . N. R 4" RCP VV is 'FNV IN = 478.5 V OUT = 478. I o 2'-s" Cush & ar-rFR elm 1AeaTh1 Drr t w o• rd Concrete 4 j McchQ id. 850 Oi ApRup or Matiing) rr i4vr I 11uv� dql, I I � I I I I I I I I I I I I I f 70' f I I I � t ; 1 to• 1 R�70 I f I R-w f 1 MGKT Md-11CA1 RTO rx-- ------- - �•-------_- --- -- x-ao- a_3a• = x maE Of 2AVEYENr F31GE OF rAVEVEN TAP 6i:R wGr, OF rAV&WNT VMNG ROAD EDGE of rAVEMEr(1 ---------------------------------- M -------------------------------- •• NOTE: Permanent Drainage ea -erns may be required to cz-camodate druincW beyond the right-o&way. RECOMMENDED ROAD CONNECTION WITH CURB AND GUTTER ISLAND IS TO BE INSTALLED 00 AC I 0.40 Ac 13,314 SFFIGURE 5 7,467 SF • .. •�'•• P • • sl �. ' 1 1 eaam�as.er.�ao-A�i I - .� 91�6fi.0Hrr":1 V �• ; ; ,3 A55 ,: - '121 1 (I 1 •Ac .. 27 1 50 8 i• / 9,000 • I ca 1:7- • • ••• III I I, I f u i• it �I I I ^• Fj 9,00 I. • 1 1 • • • I I- 21 12 ,, .. • ••• • � • 7��1':fi 95 a NY 0.23 Ac 0.23 • 10,06 SF 0' 10,0 SF 4 5 o.. m 1 0' 12 ' 0.21 Ac 0.21 Ac b• 9,000 SF LO 00 064 SF �; 44 120' 120' 0.21 Ac 0.2 c 9,000 45 63 0.� Ac 0.21 9 0 SF 9,000 SF10 46 62 120' 120' .21 Ac 0.2 Ac 000 S 9,061 F 47 12 120' 0.21 9,0 SF 0. 9,000 S 60 1�-08 10' AfsS - P TF ITN ESM'T 0. Ac 9 0 SF 0.21 Ac 9,000 SF 49 59 120' 120' .21 Ac 0.21 Ac $000 SF g 05SF 50 8 120' . 120' 1 Ac 0• _ c i 000 SF 9,000 r 51 57 120' � (i 120' r 0 ,1 Ac LO 0 SF 9,01 E 5 C. 56 W 120' 121' o 85' 7 81, 0.22 Ac _ 9,516 SF �N12,02 9,454 S 55 53 m 5 488 HC AMPS (TYF� �a ` �;. -��►\III//�t" o • � .. •►�e.eQ __, , "`!!!"{' � ��va�c;,�• � •, _ 10,066 III _ �y-, ! °ems I! • • mil■I �O/I@! 'I ME, _ II I 'I 0.21 Ac9,000 - SF �' 16R. ��� ID 67 - ��a, 1 �111111i��1 • •LO � J • �� sSF : - -- 1 • �I II�iW`+1I I0.21 ML11 III' I • �I� .. .-�!. �� ICI t°SE ENT T64E 0.21 Ac PUB -IC IN 70 EN R.. 0.21 Ac 9,000 SF 71 120' 0.21 Ac 9,000 SF 72 ' 500' 0.21 Ac 9,000 SF 73 120' 0.21 Ac 10 9,000 SF A4 20' DRAINAG _r20- +++ ++ + + + + + + + iJE�I + + + N/F 1 + + I CA D. EVA + + + + + + A W PIN: 191 54992 0 +f I N P .. . NIT 1itti.*&H. Till + �+ + F+ %� + + I o D.B. 1 ' P BM.241, PG. 611 + + + + + + + �.OU..' 2'.7 I O A I *• I N fV N f �, + + + + + + + + + + + NIT 1 NIT I z z Z z Z + + + YE ICH + + + + + VI=fVI. ... + + + + + + + +S C + + + + + + + ITE TR:IANGL I + + + + + I+ + IflN+ A+ + +�vy + + + + + + + + + + + + 4 F E� + + +• + + + + I + + + + j + + ��� + +__+ + +-+. ++ + FIAT. + + + + 28 + + o + + g CH + + + + T5= o + + A A, + . + + + + + iGR� LIik1GGt + + m� o_ + + + +r Ir + +i + +�+ + + A + + + 0 21 Ac + + + + + + + + + SF d + + + + +. + + +. + + + + + + V + + 7 5 1.� n' . + + + + �+ + .f + + + 75 0.21 �� 0. 1 Ac 85 + __+ + + ++ + 0.21 Ac n, 042 SF ++` + 0.c 1 AcNo 82 83 21 AN1 �• rr • e •�• ,jl ` • ��15" �, s •..:. 1 • "PP IF 10, 7 SF T7 01 \ (1 0.2 Ac N 9 000 SF PIN: 1913155486 0.26 Ac � � 7 LOT 6 BLOCK E 2, PG. 97 = 9, SF 6 sty 7� IPF D.B. 165 9 ` 95' j5 0.21 c 11,775 SFO p? 75 sl TX1 9,000 N Q75 N/F 5' 8400' U) I ANG1Z 0.21 A N 9 o w 4g0PIZ 75 0 c ,S TECAMPBELLVE REA 000 ..:: ... _.:._........ .....:......... 21 Ac 00 S 10 - 486 I I I VALVE . 76' g5= PIN:191315546613 II 0.21 Ac 00 SF 21 Ac �8,99 SF o 12 486 T J D.B. 1641, G. 118 . 0.35 A 0.2 Ac 21 S N 3 a 0 W 1160. CO LOT 1' BM. 4, PG. 67 9,4 4 SF 1 ¢ 77°qg'4 p p�2 NED: R-15 I I 15,052 � N 2' F 94 EXIST G s R cP EXIS ING 2" N/F �` 1 6 5 W 6 - MAN LE LOT 5 � I WA ERL E 4a LOT 6 T = 491 3 ERI BRADD E _ VERT I = 484.3 PIN: 1 13155 411 N/FLY N WILLIAM I I I I D.B. 1 36, .913 EXISTING SEWER Bpi. 10, .92 I HOLE I A 1 PIN: 1 1315540439 I ONE : R-15 TOP= .42 u LOT 10 I LO 9 D.B. 9 8, PG. 488 o VERT IN = 479. 5 AL ER LI ' LOT 31 1 N/F /F BM. , PG. 131 I S LIS A/POY ES F AU A DELLAFAV STEVEN EN LL ZON : R-15 O I R RTS 30 LOT29 O LOT 30 BRAE 14 DN 1530 5 G.7 2 p /F I 4, PG 90 N: 1913 044 4 cn N/F NA MORGAN IN: 1913004 63 Z ED: R-15 .137 PG. 4 0 EXISTI G 2" M. 10 PG. 9 OAN NORRIS PIN: 19130044533 D.B. 1222, P 3 ZON : R- a I I 44 ZONED: - ♦ ZONE : R-15 WATE LINE d D.B. 1364, PG. 8 4 l ME DOW 1719, PG. 1 D: BR OK I ONED: R-15 SUBD N MAP B00 2 PAGEl 9 EXISTING EWER o I MAAPNHOL418 KEY FOR OPEN SPACE I RECREATION ++++++++ GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft AREAS + + + + GREEN SPACE RIPARIAN AREAS W W Z O co W LY SEAL: \\IIIIIIIIIIIF �v = = SEAL - �<c. 22024 1071\\ 02-2021 VICINITY MAP no scale 00 O I I � � CL C Q N °-) NOTE: o� ALL PEDESTRIAN ACCESS EASEMENT AREAS Lj c TO HAVE A 5' MULCH FOOT PATH WITH SIGNS o ON ROAD TO INDICATE ACCESS. L� U z Ln GENERAL NOTES. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF NCDEQ AND THE CITY OF OXFORD. ALL REQUIRED PERMITS SHALL BE OBTAINED FROM ALL GOVERNING AUTHORITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS REQUIRED BY THE NCDEQ SEDIMENT AND EROSION CONTROL ORDINANCE. PLACEMENT, QUANTITY, AND LOCATION OF ALL EROSION CONTROL DEVICES AND DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS. STORMWATER BMP AND OFF ROW STORM PIPES ARE REQUIRED TO HAVE O&M AGREEMENT AND HOA TO MAINTAIN. ALL STORM, ROAD, PARKING AREAS WITHIN THE TOWN HOME AREA ARE PRIVATE WITH HOA TO BE ESTABLISHED WITH AN ESCROW FUND FOR MAINTENANCE PURPOSES. NO TES: - PRESENT LAND USE IS PASTURE, WOODED AND FALLOW. - STREETS WILL HAVE A MINIMUM 50' R/W - ALL CUL-DE-SACS WILL HAVE A 50' RADIUS TO R/W. - ALL RADII AT STREET INTERSECTIONS ARE 25' - ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO THE CITY OF OXFORD STANDARDS. - WATER WILL BE PROVIDED BY THE CITY OF OXFORD. - SEWER WILL BE PROVIDED BY THE CITY OF OXFORD. - ALL NCDEQ EROSION CONTROL MEASURES WILL BE COMPLIED WITH DURING CONSTRUCTION - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING CONSTRUCTION - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL - TOPO TAKEN FROM NC LIDAR TOPOGRAPHY MAPS AND SHOULD NOT BE USED EXTENSIVELY FOR DESIGN OR QUANTITY TAKE OFF PURPOSES - CONTOUR INTERVAL IS 2' - NO LOT WILL HAVE DIRECT ACCESS TO IVEY DAY ROAD AND NORTH COUNTRY CLUB DRIVE. - STORM DRAINAGE ON TOWNHOME PROPERTY TO BE PRIVATE AND MAINTAINED BY HOME OWNERS ASSOCIATION. SITE DATA TABLE - TRACT SIZE = 35.77 GROSS ACRES - TRACT SIZE = 34.82 NET ACRES - NO. LOTS = 85 - NO. TOWNHOME/UNITS = 36 - OPEN SPACE REQUIRED = 5.22 ACRES (15% TRACT) - OPEN SPACE PROVIDED = 7.49 ACRES - OPEN SPACE (RIPARIAN BUFFER) = 0.85 ACRES - GREEN SPACE AREA REQUIRED = 2.61 ACRES (7.5% TRACT) - GREEN SPACE AREA PROPOSED = 2.69 ACRES - RECREATIONAL AREA REQUIRED = 2.61 ACRES (7.5% TRACT) - RECREATIONAL AREA PROPOSED = 3.95 ACRES - LINEAR FEET OF STREET = 4,570 - AREA OF STREETS (R/W) = 5.25 Ac. - AREA OF PARKING EASEMENT = 1.52 Ac. - AREA OF TOWNHOME LOTS = 1.52 Ac. - AVERAGE LOT SIZE = 12,200 SF - MINIMUM LOT SIZE = 8,825 SF - EXISTING ZONING: R-A, R-15 - PROPOSED ZONING: PUD - MINIMUM LOT WIDTH = 75' - PARKING SPACES REQUIRED (3-BR UNIT 36) = 108 SPACES - PARKING SPACES PROPOSED (INCL. 13 HC.) = 164 W OU N Z ca Y U a) w Z I W W J Ov,HI- Z p J :3O M W r T � W UI:� Z w000 Q= L� .. W N W a W O Y 2 O� dmN=i O d d d Z w Q Z � O J O 0 J w Q _ D O w WoQ� o J ~ W o LL 0LLJ � 0 U z Z J DRAWING C-3