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Home My WebLink AboutSW6240105_Plansheet - Proposed Conditions/Site Plan_20240424 (4) ■ sl e MATH LANE _ solutions SEE S civil engineering I land surveying N78`16'44„W 17215 EE7- ��2 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 LEGEND: _ _ 7 office 910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com EIR Oa EIP-EXISTING IRON PIPE S897356"W 145.00' EPKO EPK-EXISTING PK NAIL ERBO ERB-EXISTING REBAR - - - COMPUTED POINT O FORMERLY R/W - RIGHT OF WA ^ I I l00 ��-(NCAR9 52 o I o 2;�O �•;�y PROPERTY LINE v z a `♦ Q ••FESS/0 ADJACENT PROPERTY LINE - _ TIE LINE / - 40,536 SF -4 C4 53 � :4 AL : - RIGHT-OF-WAY , (o.s3 AC) to 25,3OF J 57 v 2�, \ (0.58 AC) Cn • .•(` w� WATER LINE •••••• cF - ��i N R �P 0 S ••� SUR �♦ OVERHEAD UTILITY �.R��Nq \ ��i�Fq••'• •'•�1 �♦�� CREEK J WETLANDS t� ph' �'l?FiyT 63� 10' UTILITY & L - - - 30' 30' 30' VEGETATED BUFFER �� S O<</T� EXISTING EASEMENT LINE a O / s3� DRAINAGE - - - S35°35'35"E- - 8g, �' \ EASEMENT 61.03' TIE •11•14 \_ \ / X FENCE LINE `02 � �� \ \ \ ` G° S89°23'561 5 TREE LINE W410.00' TOTAL �_ 230 MAJOR CONTOUR REVISIONS 232 MINOR CONTOUR / \ RUBYFIELD COURT N T. o / 50' R/W (PUBLIC & UTILITY ACCESS) o� / x 234.ar SPOT ELEVATION _ i 1 R50' S89'23'56"W 339.29' TOTAL BENCHMARK � � -- SICN ' ._. 0 SIGN m TRANSFORMER 00 � � �� Gc�'1 109.29' h c STREET LIGHT ° , _ _ !�. • cN A PP. UTILITY POLE 51 \`- GUY WIRE 0 79,144 SIF \ T ❑T TELEPHONE PEDESTAL z (1.82 Ac)N WATER VALVE i o / / oAFIRE HYDRANT i / / 10' UTILITY & /I} /� / EASEMENT � oI 49 �0 WATER METER �, / / DRAINAGE O 41 ASPHALT O WETLANDS i,,o �50 / W °? 26.466 SIF UNSUITABLE SOILS �� , �, 5� 0 C) o Oro 50 m o 31,081 SIF / (0.71 AC) SHEET KEY c,'� o S89'23'56"W 294.11' 132.86' 125.00' - 125.00' 125.00' 125.00' C2.4 ° �� / _ - _ - - - - - - - �� .� � � � � / / �, 1 � I F � � � � � PROJECT NAME C2.2 C2.3 �� 'z ELYSE 0 28,5907 SF I zo I z l I z l I z I I rn (0.66 AC) I� �N oI �N oI it-,) oI MEADOWS w 00 0 rn rn 43 0) 4441 o 42 o o o 25,625 SF 25,625 SF 10' UTILITY & - 25,519 SF 25,625 SF Cn DRAINAGE (0.59 AC) z (0.59 AC) (0.59 AC) z (0.59 AC) I� SUBDIVISION q o iy�c�7Q, 9 2 EASEMENT Io CD C52 � \ 10' UTILITY EASEMENT - - . - . . - . - . - . . --------- . . - . . - . - . - . . - - - - -- .' RSp, C'S�3 125.00' 125.00 -- -- _125.00'. S89'23'56"W 578.40' TOTAL S12°17'35"W TIMBER STREET o 51.29' TIE �91, 50' R/W (PUBLIC & UTILITY ACCESS) ♦ S83'51'02"W 10' UTILITY & ED SEINAGEMENT\ ,� \ � S89'23'56"W 96.22' R30' __ __ _ __ N89_23'56"E 447.49' TOTAL __ DETAILED _ o C5 --- ---F� R30' �C�A\ GAG - . . 114.08' . . - . . - 110.00' . . - . . - . . - . . - . . 110.00' . . - . . - ,- / 1,92AS; / �� _ - - - - SITE PLAN N �I i i� '•� °� h0 C5 A)-� t o cp I - I o� 2a.2o� sF / I o w 37 O 00 rn' / , / 27,249 SF 0 W �I (0.65 AC) / / � /.' / (0.63 AC) N O N 0o (n 37,429 SF I �I O cn / / Ili IQ 0 0 o / (o.6s AC) o I � I `'' w CLIENT �.� �^D 20, OR, - I I / � lV . o� 30 - 2 rTi 9LLJ LLJ -�EASEM I NAGE I I - L - � � \ 25,800 SF �� 26,059 SF I N) un / C4 �. % _ �i \ rTl (0.59 AC) m (0.60 AC) 00 �10' UTILITY & L - - - 1 . V I �co L�j o DRAINAGE - 45.00' �� / / \ Ssg� z TRIANGLE LAND EASEMENT _ - - �� 89.69 289.69' TOTAL N F PARTNERS, LLC -- --- S83°51'02 W o / / \ R50' A �� < 583°51 02 W HARPER LANE I Q ■ 7J UTILITY ACCESS) --�� \ \ � L - - - J L � • ( 75.00 . . r, 50' R/W (PUBLIC & --- --- .,� 20' DRAINAGE EASEMENT \ W_36_0.40' TOTAL _ - _ 110.40', . . _ . . - \ \ \ S83°51'02" - C44 \ 1 110.03' 0110.03' cli♦ I UTILITY EASEMENT - \ 1" N89°22'31"W 287.59' TOTAL PO Box 5548 - �1 r \ EIR ' 1 Cary, North Carolina 27512 569,420 SF' Phone: (704) 608 3085 (13.07 AC) 10' UTILITY & _ _ r10 I DRAINAGE_ - - I I \�o�s\ 32 o �. . _ ■ EASEMENT I I I I I of o. F`\ (0.96 AC) \" c�-, 41,759 SF _ �,• PPPLn • r I _ �, 0 34 � tr 33 \IL PROJECT INFORMATION .�, of \ n o 26,154 SF (0.72 AC) \ O O I� rn II - �I 26,15 AC) II I 31.489 SF \ \ 0 1 Q p i' cn I o o l 35 0 0 m ♦ I� I o Ln w 25,000 SIF m \ DESIGNED BY: CALEB 0 ♦ 0 36 - I - ml (0.57 AC) DRAWN BY: CALEB I 54,287 SF o i (1.25 AC) _ I I I I I I - - - - - - CHECKED BY: SCOTT 119.19' EXISTING T3 POST & U C 31 OAK � [PROJECT NUMBER: 2000 � � � � w � � � � ♦ I I - 194.82' a i f 0. � � � � � I _ J L - 136.50' ` „_ � o� DRAWING SCALE '000 / Z .I .I I- CURVE TABLE CURVE TABLE , S-Ijo °w 250.00' HORIZONTAL. 1 =60 '02 ` CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD TOTAL ■ 0 S83°51'06"W 1594'78 C40 32.89 25.00 S51°42'46"W 30.57 C50 43.91 50.00 N65°26'42"W 42.51 ♦ • ` C41 94.84 255.00 S24°40'55"W 94.30 C51 68.33 50.00 N01°08'17"W 63.14 DATE RELEASED a ■ 769 28 �f \ N F C42 100.65 255.00 S46°38'41"W 100.00 C52 106.39 50.00 S81°01'46"E 87.43 GRAPHIC SCALE / 60 0 30 60 120 240 APRIL 22, 2024 SENTER FAMILY REAL ESTATE LLC C43 100.65 255.00 S69°15'36"W 100.00 C53 30.77 25.00 S55°20'12"E 28.87 C/0 DAVID A SENTER C44 14.61 255.00 S82°12'33"W 14.61 C57 30.77 25.00 S54°08'04"W 28.87 NEXSEN PRUET ADAMS KLEEMEIR, PLLC W DB 2290, PG 343 C45 78.54 50.00 N51°08'58"W 70.71 C58 106.05 50.00 S79°38'02"W 87.26 ( IN FEET ) SHEET NUMBER 0 C46 140.09 50.00 N74°06'54"E 98.56 C59 57.47 50.00 N06°40'30"W 54.36 1 inch = 60 ft. r C47 30.77 25.00 S60°53'06"E 28.87 C60 55.11 50.00 N57°49'32"E 52.36 a C48 219.40 205.00 N53°11'26"E 209.08 C -2m3 C49 49.36 25.00 N34°02'07"W 41.73