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HomeMy WebLinkAboutSW6240905_Plansheet - Proposed Conditions/Site Plan_20241016 SR 1237 LEGEND: 4Dsite ECM® ECM-EXISTING CONCRETE MONUMENT TREE LINE I solutions EIP OO EIP-EXISTING IRON PIPE 290 MAJOR CONTOUR EPKO EPK-EXISTING PK NAIL 291 MINOR CONTOUR I civil engineering I land surveying ERB 409 Chicago Drive,Suite 112,Fayetteville,INC 28306 ERSO ERB-EXISTING REBAR ------- LANDSCAPING BUFFER �S ofFice1910-426-6777 faxI910-426-5777 license number lC-2354 8 ERS-EXISTING RAILROAD SPIKE x 3oz.7z'SPOT ELEVATION I Al IO www.4Dsitesotutions.com SFt 12 o COMPUTED POINT BENCHMARK J N/F - NOW OR FORMERLY 51C SIGN I o 41,06 s8 OVN 01bS ON SITE y R/W - RIGHT OF WAY ©MAILBOX PVC - POLYVINYL CHLORIDE 0 LIGHT POLE RCP - REINFORCED CONCRETE PIPE pp UTILITY POLE I S CAR // PROPERTY LINE C GUY WIRE I O5 ����(N••••••••O��I��� ADJACENT PROPERTY LINE ❑T TELEPHONE PEDESTAL �� -0 .•FESS/0 i� SR 1229 - TIE LINE D4 WATER VALVE I •Q < RIGHT-OF-WAY FIRE HYDRANT = NC, SEA ss SANITARY SEWER LINE 0 WATER METER 02 4 so STORM DRAINAGE C SANITARY SEWER MANHOLE I ;• �� W WATER LINE ASPHALT � COTT••8� �```` // OVERHEAD UTILITY GRAVEL I ///////11111�,�r,���� ISR �9 NORTH X FENCE LINE BUILDINGS �24 WETLANDS WETLANDS UNSUITABLE SOIL UNSUITABLE SOIL VICINITY MAP N/F N/F 1/2" O N/F LGI HOMES-NC, LLC LGI HOMES-NC, LLC EIP L. FRANK STEWART & WIFE, NOT TO SCALE TRACT 2 OF TRACT 1 & 2 OF JANE S. STEWART HEIRS REVISIONS DB 4144, PG 878 DB 3290, PG 659 DB 832, PG 321 PB 2022, PG 29 PB 2007, PG 814 ESTATE 97E, PG 461 PB 2023, PG 384 PB 2002, PG 1211 N 596,003.128 E 2,016,073.347 NC GRID NAD 83 1/2 (2011) EIP 3/4 /• �� 1 ERB ERB' 1E P TEE-POST EXISTING EIR i► O }0 - - - - _ L. FRANK/STEWART% / DB 1737, PG 733 , I \_ F-_ \ PB 2002, PG 1211 1„ 5/8" O S� O 30,838 SF / _ 23 ERB EIR > 29,668 SF / (0.68 AC) / / �� (1 23 SF CA3 1 I)167,973 SF x (1.56 AC) X \ _ \ /_/ j / I �♦ ♦ ' (1.23 AC) o25,374 SF / x 1� \ I ♦ (0.58 AC) 167,454 SF \ 24 25 26 27 1 1 13 _- �' ♦ 14 32,822 SF 32,856 SF 32,889 SF I 31,903 SF I / 5/8" I \�- (0.75 AC) (0.75 AC) (0.76 AC) (0.73 AC) 31,316 SF �v i `` (0.72 AC) ERB � 10 � 1 ) � 29,915 SF �� ♦ . � 1 "- / 1 \ i 36,307 SF (o.s9 AC) /, -- ��♦� I I I I I I I I I I I 30 29 / . 32,198 SF / 5 .27 S) / (1.27 AC) I J I (0.74 AC) / J PROJECT NAME 38,862 SF / / / /I (0.89 AC) ERB 31,sOF r / O \ / I I \ \ / / � FOXHILL COURT \� / / / BOONE � / 36,333 SF - I \ / �j 50' PUBLIC R/W k _ \ (0.73 AC) / ` (0.83 AC) \ = _ _ TRAIL FARMS ❑ \ / / \ - I I I I 1 34,730 SF - / / -1 � __ \ ♦ / 31 01, 11 Gig> (0.80 AC) 32,144 SF SUBDIVISION 35,128 SF I 0.74 AC 31,553 SF / Q; / I I I (0.81 AC) 1 34,743 SF 1 - / / \_ ( ) _ \ I i 0 8o AC) 39 38 37 L_ (0.72 Ac) • / � ( T-2 - _ �I U 27,626 SF 16 30,171 SF I I I / 28,917 SF 1. I O - 25,731 SF / - k _ J _� v (0.63 AC) I 1 35,212 SF x I (0.69 AC) 1 I I ` 1 I (0.66 AC) I I 26,180 SF 25,008 SF 25,009 SF 25,966 SF (0.59 AC) L - -. I 0 81 AC / x I I I / / - \ (0.60 AC) (0.57 AC) (0.57 AC) (0.60 AC) 36 / JOHNNYNFAIRCLOTH I I (�j a - J I (0.81 I I 1 / 1 I TRACT 5 OF 7 / 2 • L _ - DB 3395, PG 642 0 - T I� - I I I O 31,822 SF PC C, SLIDE 644-B / 25,000 SF I m --- __ _ - - _j L . - - J 1 31,854 SF I (0.73 AC) / / S34>(0.57 AC) L - - L (0.73AC) -1 L- - - - J L- - - - J L J / �- , X F -- _ J I 42 / / 5,65459 AC)/ ^ _ 26,676 SF I / ERNCLIFF DR __ __ - - 1 - \ / / o�B WIDE (0.61 AC) 50' PUBLIC R/W -- 25,121 SF ERB 5/8" 5/8" / „/ / T A E I _ I (0.58 AC) ERB ERB \ / / OVERALL i DOUBLE WIDE / � // / / 25,000 SF (0.57 AC) / - 2 I- _ / , -k !-- 5/8" SF _,; SITE PLAN k I � _ � � / /I 28,264 SF I I I I� / 1 � I � I- ERB \ (0.70 AC) / (0.65 AC) 1 3 O z I I _ _ I k 1 2s,o12 SF „ a - - - ERB -_��5/8" \ P % oGOGR / _ J LI I I I _ 1/2 . 2 �' P �c I 27,070 SF J I I I W � _ (0.60 AC) I a 1/2„ _ EIP L (0.62 AC) / /_ _ _ 1 Cl) 1 I I 1 47 1 _ x _ _ _ / . I O I 1 - 4g O I \ \ / EIP �\ 1 ERB N/F •i c�� Fj0 47,872 SF 11 1 a . 1 1 O I I 46,145 SF _ . _ I 5/8„ / T. A. WOMBLE PRIVATE EQUITY _ / 1 (1.10 AC) X Lr) 1 39,899 SF 48 I I (1.06 AC) - __ N/F I / N/F MANAGEMENT, LLC ERB (0.92 AC) I 46,597 SF 1 1 / / I EVELYN RIGADA I DE&GWIFE, DB 4172, PG 561 � ' EPK ' JAMES H. BULLARD, JR. & WIFE, CLIENT 3 I \ I PB 2012, PG 553 (1.07 AC) / I PP SHIRLEY P. BULLARD 33,072 SF I �d 1 ` DB 3110, PG 58 / / f \ O PB 2012, PG 553 / \ DB PARCEL007, PG 0 37 (0.76 AC) I 1 / / \ 28,457 SF I I / - CONIC TnE _ � 1 � ! I , ! ! / / / / ! ! (0.65 AC) BS LAND LLC 35,538 SF � _ / / N 597,931.878 (0.82 AC - �.�. _ - - MV' - - - I I / / 46 I I \ \. I 1/2" O / �' \ ' E 2,015,087.598 -)- �� - �--��-_ 45 \ \ I I EIP I NC GRID NAD 83; _ _ - _� - - _ - V / / (2011) _ _ __ 27,370 SF I I \ \ 1 \ ❑ SF 1E P -- -� - (0.63 AC) �l ��(0.609AC) _ O EPK 5/8„ 5/8„ ERB ERB 5/8„ /�_\ 5 'O C EPK -- --- _ 5/8 ERB ERB ERB \ 5/8"5/8" EPK - -•- _ _ ECS ERB __ / 23, ERB ��-_ -_ 1/2" 1/2" \ / ERB ERB 5/8„ 5 8 �'�_- ' O EIP - __ O EIP - 5/8" ERB (�1$\1 5/ ERB ERB '� 5/8' / 1 ���_- EPK - ERB / N F ERB ( 1 5/8" 1 EPK A&G RESIDENTIAL, LLC 5/8" _ / ERB ERB' 5 8 y N/F 466 Stancil Road -__ ERB �� 17 �� ERB Z 5/8 � ERB ERB � JAMES H. BULLARD, JR. & WIFE, Angier, North Carolina 27501 I N/F DB 4199, PG 1662 Q ERB N/F 24 % ERB 5/8 -- SR 1235 (AD COCK ROAD)- BS _ _ - SHIRLEY P. BULLARD LAND, LLC ERB 60' PUBLIC R I 2�i N/F DB 4177, PG 2935 / 2023, PG 266 / Y SIGNATURE HOME BUILDERS, INC / 5/8„ 4D DISK \ Phone. 919 868-1733 / / / DB 4200, PG 506 N/F #1 /W PARCEL A OF BS LAND, LLC PB 2023, PG 266 5/8' L(� v /� PB 2023, PG 266 MATTHEW RAY LASATER ERB N 596,512.785 �--� DB 1007, PG 237 N/F DB 4177, PG 2935 ERB m DB 3886, PG 551 / E 2,015,008.314 1 \ KENNETH L. CUMMINGS PB 2023, PG 266 / U a PB 2007, PG 371 / Z / ELEV 310.82 JERRY W. CUMMINGS \ v� I DB 3188, PG 988 I Lu o � 5/8" NC GRID NAD 83 N/F PB 2004, PG 464 \ ' `O \ \ ERB' v ERB \ NAVD 88 WANDA R. LUTZ (2011) GARY R. LUTZ, SR. & WIFE, \ PROJECT INFORMATION DB 2564, PG 532 I �U 2 / PB 2007, PG 371 \ J \ / DESIGNED BY: CALEB SITE DATA \ DRAWN BY: CALEB CHECKED BY: SCOTT a OWNER BS LAND / / PROJECT NUMBER: 2084 MAILING ADDRESS 466 STANCIL ROAD N CITY, STATE ANGIER, NORTH CAROLINA 27501 PIN NUMBER 0519-57-5161.000 / SITE NOTES / / / DRAWING SCALE TOWNSHIP UPPER LITTLE RIVER J) TOTAL SITE ACREAGE 46.82 AC LANDSCAPING NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE 30 STREETSCAPE BUFFER BENCHMARK AND MUST BE VERIFIED BY THE GENERAL N HORIZONTAL: 1 =100 � ACREAGE TO BE DEVELOPED 46.82 AC CONTRACTOR. ZONING RA-30 1. 30' STREETSCAPE BUFFER TO BE INSTALLED AND MAINTAINED BY THE 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE DEVELOPER, UNTIL SUCH TIME THAT OWNERSHIP IS TRANSFERRED TO AN HOA OR EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO z EXISTING USE UNDEVELOPED - - - - INDIVIDUAL LOT OWNERS, PER HARNETT COUNTY UDO STANDARDS. (D 5 LOW-GROWING CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL w PROPOSED USE SINGLE-FAMILY RESIDENTIAL �30, SHRUBS PER 2. 30' STREETSCAPE BUFFER SHALL INCLUDE: CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO DATE RELEASED PROPOSED BUILDING LOTS 49 LARGE MATURING 2.1. A STAGGERED ROW OF LARGE MATURING TREES AND AT LEAST FIVE (5) LOW VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL o TREE LARGE GROWING SHRUBS FOR EVERY REQUIRED LARGE MATURING TREE. DAMAGE INCURRED TO EXISTING UTILITIES DURING GRAPHIC SCALE DISTURBED/DENUDED AREA 11.1 AC MATURING TREE / 2.2. A ROW OF EVERGREEN CONIFERS OR BROADLEAF EVERGREENS PLACED NOT CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL AUGUST 22, 2024 o " MORE THAN FIVE (5) FEET APART WHICH WOULD GROW TO FORM A CONTRACTOR'S EXPENSE. 100 0 50 10o zoo 400 o SETBACKS REQUIRED: / CONTINUOUS HEDGE OF AT LEAST SIX (6) FEET IN HEIGHT WITHIN TWO (2) 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. FRONT 35 FT 5' YEARS OF PLANTING SUPPLEMENTED WITH LARGE MATURING TREES EVER 30 4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS SIDE FEET. OTHERWISE NOTED. 10 FT r rI-�I 3. EXISTING VEGETATION SHALL BE RETAINED WITHIN REQUIRED BUFFER AREAS TO 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN SHEET NUMBER LL CORNER SIDE 20 FT '�" '�" '�" '�" ''" '"� EVERGREEN HEDGE / THE EXTENT PRACTICAL. ACCORDANCE WITH STATE AND LOCAL LAWS AND ( IN FEET ) REAR 25 FT REGULATIONS. 1 inch = 100 ft. *THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER `g DENSITY ♦ _ ifZQ1 / COUNTY UDO. THE OWNER OR DEVELOPER IS ENCOURAGED TO DEVELOP A PLAN / HARNETT COUNTY AND STATE REGULATIONS. m NET DENSITY 1.0 UNITS/ACRE 1 THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR 7. ALL EXISTING FENCES, STRUCTURES, AND POWER UTILITIES N / PERMITTING PURPOSES ONLY. / WITHIN PROPERTY LINES TO BE REMOVED OR RELOCATED. C -200 J U) 0]