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HomeMy WebLinkAboutSW6240905_Plansheet - Proposed Conditions/Site Plan_20241016 (2) N/F LGI HOMESFNC, LLC 4Dsite LGI HOMES-NC, LLC TRACT 1 & 2 OF + + ` TRACT 2 OF DB 3290, PG 659 �♦� W W �♦ DB 4144, PG 878 PB 2007, PG 814 solutions 1/2" 3/4„ PB 2022, PG 29 1/2" I PB 2023, PG 384 EIP S00'19'07"E 160.37' EIR ♦♦' W W �/ S00°16'49"E 612.10' TOTAL ' ERB S00'10'05"E 544.23' , engineering I surveying CIVIL en Ineerin land sun/e In 257.13 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 1 267.89 W_ ♦ 87•07 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 i www.4Dsitesotutions.com ♦ W W ♦♦ - - - - - - - - - - - - - O 1 F ♦ .v .v .v .v LEGEND: ♦ ♦ Z0� / / ��� - E PM® ECM-EXISTING CONCRETE MONUMENT W W W W ♦ 6�� Z = J o0 W W W _ 00 EPK EIP-EXISTING IRON PIPE X / N2° / , I I 12 / V O EPK-EXISTING PK NAIL i 11 - U, I ���`��••• SS •••`� 'i 30,838 SF k ♦ -0 FE S/0 i ERGO ERB-EXISTING REBAR -/� • r*i (0.71 AC) / ERSO ERS-EXISTING RAILROAD SPIKE W W 29,668 SF m ( •4 SEA Ln o COMPUTED POINT Q '� 0 - N/F /�I NOW OR FORMERLY rn i CA1 / 2 /� \ R/W - RIGHT OF WAY _ o •••••.....••• cn 67,973 SF ,\ J L / ,�2 / k �''sC G I NE N. PVC - POLYVINYL CHLORIDE �� i D �I OTT 6 \� ao I (1.56 AC) , / / 1 r ���//llllllll\���� RCP - REINFORCED CONCRETE PIPE ^�`L^ / \ S1g 4g \ / /- / / CA2 PROPERTY LINE I S�"W - \ / / 167,454 SF •�� -�� ADJACENT PROPERTY LINE TIE LINE / �1ti �c�3 / x o (3.84`AC) RIGHT-OF-WAY REVISIONS ss SANITARY SEWER LINE / _ / SD STORM DRAINAGE w WATER LINE i / ^ / OVERHEAD UTILITY ERB I v � 29,915 SF S / X FENCE LINE 1 v. 1 (0.69 AC) WETLANDS ) o / / / u UNSUITABLE SOIL 2\ 36,307 SF / TREE LINE O O (0.83 AC) 290 MAJOR CONTOUR -- 291 _- MINOR CONTOUR SS g� LANDSCAPING BUFFER � o 6 x 302.72'SPOT ELEVATION � � r°N�` TOT,q BENCHMARK �o �i �3' 9 i / SIGN `o i i i Vi o� �� SO ly 6S' / °���Q" / c<,� \�35, (� �OCP �� `3)6 6g 05 FMB]MAILBOX h� 9 LIGHT POLE / S / / F �S� N� PP• UTILITY POLE yc 1 / /�cb �P/�' / R8' = PIPE TO BE C- GUY WIRE / - \\� Y ^�� •J�\ / \ \oT�< REMOVED 55� ❑T TELEPHONE PEDESTAL D4 WATER VALVE 5/8 FIRE HYDRANT ERB \ 31,614 SF Op �� 20 ^�/ / 36,333 SF (0.73 AC) ❑o WATER METER k _ _ _ �� ��o / (0.83 AC) 1 C SANITARY SEWER MANHOLE . \ / �� / �`o 35�3� x ASPHALT GRAVELF906 - BUILDINGS � 3>>� � � � /�� �P� � � I I 1 WETLANDS PROJECT NAME 0 UNSUITABLE SOIL ^��Q / \ -_ - - / �/ co s11°13'50-W- 7.72•- - -_ I II t o 110 I 1 � N x 1 _ o I 00 I � BOONE 1N 18 Ito I � \ I - - k x. � O / / I 35,128 SF 13 1 19 13LLJ / 31,553 SF / //�� / I 1 - - - p o / 0 1 (0.81 AC) 34,743 SF 1 TRAIL FARMS o I I I ;t I (0.80 AC) (0 w zo k I (0.72 AC) / /^ �Q� I p 1 - N �t I :t W t ' OD 1z ' z � SUBDIVISION T-2 - FENCE TO BE x N / z I I I / /v 15 REMOVED / 17 I I I \ / ' / J / 1 3 I o 30,171 SF I I I I I Z N/F �c -- - ❑ 0 27,626 SF / ^ JOHNNY FAIRCLOTH -TRACT 5 OF _ S1251'13' p _ \/ Q / (0.63 AC) I I 16 I i 2 XI (0.69 AC) 1 I 1 1 �i DB 3395, PG 642 / - - 25 'po / _.f Cj / I 35,212 SF x 1 1 = PC C, SLIDE 644-B - J r� = =� N77'08'47"W z I (0.81 AC) / cd ? I I I I I Q _ _ FENCE TO BE x o /M Uj Q 20.00'� - I I ^ ' / REMOVED / � 0 "' - - - - - � - - - x x/ I 1 1 I / I I x L 5,00057 AC) / / R30' ��--- -- 132.61' -- __ - -. �J L I I o _ - ' DETAILED 200.00= - 10, uriEASE CURVE TABLE r - 5j20 --- UTILITY MENT J CURVE LENGTH RADIUS BEARING CHORD _ 20.11' k - - 5j 13 W 25p•pp' - I S05°13 520.00' SITE PLAN / - - - - J R30' -- o"W 845.80 TOTAL --- 100.00' -- C1 39.27 25.00 S39°46'10"E 35.36 / N05' x _ Do.000' C2 39.27 25.00 N50°13'50"E 35.36 '1 00 /C� . -- 13'So"E 2s7.s1' 1 FERNCLIFF DR -- _ / 152.61' TOTAL_ 'o / - �^ y 10' UTILITY EASEMENT _ 135.00' -- - o / I R/W n �1 o C3 35.94 25.00 N35°57'28"W 32.93 10 UTILITY & - ~�� R30' S0' PUBLIC 1 a i a R30', _ C4 58.44 50.00 N43'39'52"W 55.17 O / I�� DRAINAGE EASEMENT per\ / --- --- __- S05°13'50"W 476.8T TOTAL C5 95.35 50.00 N44°26'59"E 81.55 !u 25,000 SF / o -- 110' DRAINAGE _ L - (0.57 AC) QI /� I / l - - - , _ EASEMENT - -- C6 64.84 50.00 S43°46'04"E 60.39 155.00' CLIENT dCO - fL - 15' UTILITY EASEMENT 12 o 1 1 - I Z � - ." --- _ C7 30.77 25.00 S41'52'55"E 28.87 r� _ / p I ❑ of ^1 f S125j.1 _ J/ p O _ I I W U co 1 1 1 - - C8 67.84 350.00 S71'35'38"E 67.73 k / - 000, 28,264 SF 1 CO o - - C9 68.86 350.00 S60'24'19"E 68.75 Bc LAND LLC - _ - J o/ (0.65 AC) Q a I I I I S Iw I to i 1 1 C10 21.03 25.00 S78°51'51"E 20.41 I Q I I I C11 28.62 50.00 S86°33'48"E 28.23 o o / 1= I 1w 1 = 4 / - - / N/ - - I -w N75'56'26"E I I / - Q I I C12 60.99 50.00 S35°13'26"E 57.28 O � I I C13 52.14 50.00 S29°35'27"W 49.81 N1 1 Io 1 IvYi 1 I I I C14 57.39 50.00 N8739'13"W 54.29 k / (0.620AC) / / ^� l� - - 251 13 e 195.03. J N -o 00 IYo 0 10' UTILITY & ILO 1Q ^� EDRAINAGEASEMENT I I I C15 42.05 50.00 N30°40'28"W 40.82 466 Stancil Road L - - / /� - - 0 1 47,872 SF 1 ow - ^ I� w I I o I I C16 21.03 25.00 N30°40'28"W 20.41 Angler, North Carolina 27501 / G// /o" (1.10 AC) of 1 49 I r7 I 1 rn C17 117.17 300.00 N65°57'28"W 116.42 Phone: (919) 868-1733 _ / 5I , I � I O w o x /- _ _ W 20p 54' - _ J 1 I 39,899 SF 1 o I 48 I C18 42.60 25.00 S54°02'32"W 37.63 I - - - - - / / �O. / I / 11 1 1 i 1 (0.92 AC) 1 O w 46,597 CSF ) I o C48 39.27 25.00 N39'46'10"W 35.36 � (1.07 AC) 10 S65'28'45"E I I 1 � C49 39.17 25.00 S50°20'38"W 35.29 2`19 1 PROJECT INFORMATION 00 33,072 SF I I 1 I i 7 1 i i i III III I (0.76 AC) 1 1 I 1 I DESIGNED BY: CALEB I 20• ' c'o 1 I 1 I I DRAWN BY: CALEB I 1 I I I I 1 CHECKED BY: SCOTT / I 35,538 SF / (0.82 AC) - - - - r,ONCR CO1 1 I I NS PROJECT NUMBER: 2084 N - -� 5' NO ACCESS - � 1 I I tl I EASEMENT _ 0 A, a k / _ PE BUFFER ''' I J �0' STREETSCA - 1__ G^ 1 n I _ I 1660Z)ES t7bN t71bS ON - � --�.= �__-115.61 1 _ N05°2052W 72 90 N00°5638"W 66.36' - - -- _ _ _ NCDOT R/W DEDICATION N04°01'34"E 208.83' TOTAL 19•41 `'�� x 10'X70' SIGHT - DRAWING SCALE J� �. t4o '32'W 5g•08 47,131 SF �'� _84.20' �5 70 TRIANGLE (TYP) 5' NO ACCESS 30' STREETSCAPE BUFFER y _ EASEMENT % HORIZONTAL: 1"=50' 9g79 1.08 AC NOS°13'S0"E 103.61' �i-�'-=�-•92.55'- s TOTAL N 597,931.878 _�-�'�-Np9'0316"W PIPE TO BE� R30' N05'2T25'E 108____L 16.95L----'-9041'- (D p� z E 2GRID I87.598 �-- „W �� N05°18'59"E 107.35' TOTAL 55.65' REMOVED R30' 24' TOTA NC GRID N) 83 1/2" �-�� -- Npg522 -I (2G11) ° 1�N0 07 W 95.g5 -- N05 2T 1' N05°32'14 - ' DATE RELEASED N05-3323'E __ - 7 SR 1235 N 1/2" _�--- 5/8„ 5 8 ---- --- (ADCOC 2s.o9 GRAPHIC SCALE i9 EIP -- - - 5/8" ERB ERB ERB ���-- ) ° EPK - - 5/g"7 ERB �l / ERB 5/8'. /Fp a _-EPK 60' PUB R/W ROAD) AUGUST 22 2024 - - ERB 1 8 / / 50 0 25 50 100 200 ' / __ ERB 5/8" 5/8" © //���-- ° EPK 23\1 ERB ERB \ // - > ECS --�-- 5/8" ��_� I N/F / ` 5/8" ERB \ 17 BS LAND, LLC < ERB ERB _ ERB DB 4177, PG 2935 A&G RESIDENTIAL, LLC 5/8" 5/8"ERB IN FEET ) SHEET NUMBER - N/F I PB 2023, PG 266 / ERB EPK ��-� BS LAND, LLC DB 4199, PG 1662 �� ERB' 1 inch = 50 ft. ~ -- ERB ` 2 / I DB 4177, PG 2935 PB 2023, PG 266 5/8" NSF PB 2023, PG 266 I / ERB 3 5/8„ N/F / - KENNETH L. CUMMINGS ERB SIGNATURE HOME BUILDERS, INC DB 4200, PG 506 JER DBR 3188 W. CPG 9UMMI88S I I / C -201 W j PB 2023, PG 266 9 I 99 PB 2004 PG 464 U /