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Home My WebLink AboutSW6240105_Plansheet - Proposed Conditions/Site Plan_20240424 (2) 4Dsite solutions Civil engineering I land surveying 409 Chicago Drive,Suite 112,Fayetteville,INC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 wwwADsitesolutions.com \ 5/8" ERB I WITH EXISTING T-POST EPK ERB CARO///, .•••• ••. N/F I �B i // S80'0j'25" I ��•iESS/O*/�i'��i NELSONDB 626, PG 3765 --. \ N/F �I - W E 204.97' ' �,QQ� �q<S U PB 2016, PG 360 I 1 A \ WALTER T. CLAREY & WIFE, �l 1/2„ AL = TAMARA L. CLAREY �o, ERB 57 / DB 3471, PG 543 �/ J W PB 2016, PG 360 S••• SUR 41 1 I NELSON H. PAGANS & WIFE, \ / ` MARY PRANCES PAGANS �l // ��j1F,9N.......��J``�� I DB 2970, PG 614 PP}� / ' //// R .S (i I PB 2016, PG 360 \ / / , //111111110\ 04 �2.2� z, I \ ,� • - REVISIONS Q 0 1 ERB WITH T-POST I 1/2" \ 1/2" ERB EPK ERB WITH T-POST -��S78.16,4 - �- 1 -- -- -- -- -- -- ��i 12�E 1219,79 SR 1229 30, (MPDOU oo' TOTgL GALD ROAD �42 / 41,952 SF T ST PUBLIC R/W (0.96 AC) REETSCgp 64.55'�� L27 10'X70' SIGHT - L41 / �� Z1 _ I E B ER-I L28 L29 L30 L31 R� :R3 TRIANGLE (TYP) L39 �L32 LL34 L,oD L36 L37 L38 C9 �_ SIGN - \ o' , �� - � o EASEMENT \ I I 30' STREETSCAPE BUFFER _ \ 26,162 SF \ (0.60 AC) L� _ Z i I 25,000 SF Z (0.57 AC) N' W I I Cn p No I2 102 W�1IIl IIi l I o`f I I I o` rn I I _O_ rn\\ - \\ 10',UTILITY &� N 25,494 SF rn 0) N DRAINAGE (0.59 AC) ,00 Io o p f p o p t, o O 25,818 SF EASEMENTpN o to a) ) 6I,; m 0 o Oo of (o.ss AC) 26,519 SIF 8 o 25,000 SF 25,098 SF (0.61 AC) N l (0.59AC) (0.57 AC) (0.58 AC) -' o N6♦5 p��1�9 5p�• ■ I PROJECT NAMEcn IQ _ 50 � .. 3' TIE =, v/ ELYSE MAIL N7g°1 s 4-11 � 10 � - - - -J I I � � _ - � L - - � � � � 22.79' K/OSK 6.72, 4.33' . gREq� 20 TOTgL _ G4 No 150$ ' _ 1 _ _ -_ ' ^ 50 R/W PgSPIAN CO _1.C8g - �� C. _ _ 10' UTILITY EASEMENT _ UBLIC URT -- C90 - G / 20' 8 44 W 15p & -__ / - . .105.00' . . - . . - . ._ 125.00_. . - . ._ 49.84' - . . C3 --- / - _ - MEADOWS -N58°59'20'W - oo' N7 UTILITY gCCES o --�� R30' R30' �--- -- N89°23'56"E 279.84' TOTAL �- _ 122 2i W?54 8p'S82°25'52"W TOTqL CASPIAN COURT / `n / 50' R/W (PUBLIC & UTILITY ACCESS) 000 N/F SUBDIVISION I . CAROLYN EVONNE . _C64 __ N89'23'56"E 279.84' TOTAL _ -C11 - 10EASEMENT DBT2397, 7 - - - C63 ��;30' R30',�--- -- - -- -- - 1 _ . . - - . . - . 105.00' . . - . . . - . . - . . 125.00' . . - . . - . 49.84 . . - . . _ . . _ . . _ � � 0' �UTIUTY Ni �� I r - - _ Ln C12 _ _ - _ _ o - - _ - - _ - - 1 (0I z 58 /3I I I I I I I I o 0 w CA 1 N no Nco w 411,543 SF 0 CO 0 co 0 W (9.45 AC)86,616 SF � 1 o p LA AC) o o O PROJECTED 100-Y R o o o� 25,212 SF M 26,805 S WATER ELEVATION CD DETAILED (0.58 AC) N 25,618 SF (0.62 AC)25,000 SF m w U : 25,866 SF .l. 238.94' I 26,489 SF NJD m (0.57 AC) (0.59 AC) o (0.61 AC) rn C pp (0.59 AC) a V)p, SITE PLAN (It o \ i L Mq N7g'16'44„ - - J � - -j � - - - S89'23'56"W 20' I - - - L - - - - 29*47'12"W� .- TCH �/NE _ SE 172.15, 50.00' TIE 33.40' E SHEET 166.69' S89'23'56"W 123.31' 145.00' I ff-Aw _ 130.00' N89'23'56"E 125.00' 135.38' 120.11' MATCH LINE - SEE SHEET C-2.2 CLIENT TRIANGLE LAND PARTNERS, LLC LEGEND: EIP Oa EIP-EXISTING IRON PIPE EPKO EPK-EXISTING PK NAIL ERBO ERB-EXISTING REBAR c COMPUTED POINT N/F - NOW OR FORMERLY PO Box 5548 R/W - RIGHT OF WAY Cary, North Carolina 27512 PROPERTY LINE Phone: (704) 608-3085 ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY WL WATER LINE LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE OVERHEAD UTILITY LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD �E sod( PROJECT INFORMATION - CREEK 5� T� m WETLANDS L27 51.52 S79°33'42"E L39 11.78 N82°24'43"E C1 39.74 25.00 S44°56'35"W 35.69 C11 70.20 925.00 S87°13'30"W 70.18 a N 3o' 3o' 30' VEGETATED BUFFER C2 39.27 25.00 S45°36'04"E 35.36 C12 39.27 25.00 S44°23'56"W 35.36 SHEET KEY U' DESIGNED BY: CALEB L28 8.46 S82°09'01"E L40 43.82 N82°24'43"E N EXISTING EASEMENT LINE DRAWN BY: CALEB o X FENCE LINE L29 44.09 S82°09'01"E L41 55.62 N77°05'42"E C3 85.23 875.00 N86°36'31"E 85.20 C62 38.04 25.00 N44°11'21"W 34.47 TREE LINE C4 145.17 875.00 N79°03'55"E 145.00 C63 91.69 990.00 N85°07'27"W 91.66 CHECKED BY: SCOTT L30 46.64 S85°30'31"E L42 12.44 N71°26'26"E 2■i 1 230 MAJOR CONTOUR C5 59.94 875.00 N72°21'00"E 59.93 C64 72.43 990.00 N80°22'30"W 72.42 PROJECT NUMBER: 2000 232 MINOR CONTOUR L31 6.05 S85°30'31"E L43 44.47 N71°26'26"E /+ x 234.47'SPOT ELEVATION L32 49.33 S87°59'14"E L44 53.71 N66°23'48"E C6 70.72 50.00 N38°00'49"E 64.97 C89 25.68 940.00 S79°03'41"E 25.67 C2.4 z BENCHMARK C7 67.33 50.00 S62°53'17"E 62.36 C90 125.09 940.00 S83°39'22"E 125.00 C2.2 o DRAWING SCALE L33 42.96 S89°30'47"E L45 50.31 N62°24'16"E C2.3 u) SIN SIGN o m TRANSFORMER L34 10.83 S89°30'47"E L46 53.96 N57°57'27"E C8 78.54 50.00 S20°41'19"W 70.71 C91 40.64 25.00 N45°57'55"E 36.31 0 o o * STREET LIGHT L35 93.69 N89°23'56"E L47 51.26 N53°42'43"E C9 197.52 925.00 S71°48'21"W 197.14 C92 37.05 25.00 N43°03'17"W 33.75 0 HORIZONTAL: 1"=60' o PP. UTILITY POLE z b L36 125.00 N89°23'56"E L48 54.21 N51°12'20"E J � GUY WIRE C10 115.07 925.00 S81°2913 W 115.00 ❑T TELEPHONE PEDESTAL L37 49.84 N89°23'56"E L49 132.91 N48°46'15"E DATE RELEASED NN FIRE HYDRANT L38 53.94 N86°49'59"E WATER VALVE GRAPHIC SCALE APRIL 22, 2024 0 WATER METER 60 0 30 60 120 240 o ASPHALT WETLANDS a UNSUITABLE SOILS ( IN FEET ) SHEET NUMBER Ly o o I inch = 60 ft. -201 a m m