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HomeMy WebLinkAboutSW6240105_Plansheet - Proposed Conditions/Site Plan_20240424 (6) ♦� 4Dsite Z' solutions \ \ / LEGEND: civil engineering I land surveying ` \ \ EIP Oo EIP-EXISTING IRON PIPE 409 Chicago Drive,Suite 112,Fayetteville,INC 28306 EPK office 910-426-6777 fax 1930-426-5777 license number I C-2354 \ ♦ - \1 EPK-EXISTING PK NAIL wwwADsitesolutions.com ERBO EBB-EXISTING REBAR o COMPUTED POINT ♦ � 4 , \ \ \ `♦ / N/F - NOW OR FORMERLY R/W - RIGHT OF WAY ♦\ \ _ PROPERTY LINE \II�ll�l// \ ♦ CURVE TABLE LINE TABLE ADJACENT PROPERTY LINE `-(N CARO/ CURVE LENGTH RADIUS BEARING CHORD LINE # LENGTH DIRECTION - TIE LINE ��Z0,•oisss/0•.•ili `9 ` ` ♦ C65 39.27 25.00 S56°43'16"W 35.36 L25 24.27 S76°59'45"E -- RIGHT-OF-WAY \ ♦ w� WATER LINE AL ♦ PK C66 44.44 375.00 S15°06'59"W 44.42 L26 30.66 S76°59'45"E OVERHEAD UTILITY 57 C84 100.65 255.00 N34°59'48"E 100.00 CREEK i •. p �- �i�' ••. SURv..• 1/2„ \ /_-\ C85 60.09 255.00 N53°03'19"E 59.95 30'-30. I 'q/V.R ,SEA♦��` WETLANDS �i ' ••••••• J �� ERB30' VEGETATED BUFFER // 3 � C86 39.87 255.00 N64°17'07"E 39.83 EXISTING EASEMENT LINE C87 100.65 255.00 N80°04'20"E 100.00 x FENCE LINE b�•22.2� ♦ / TREE LINE \ ♦ / / C88 46.02 255.00 S83°26'58"E 45.96 230 MAJOR CONTOUR E OF ♦♦ ♦\ / / C93 39.27 25.00 N33°16'44"W 35.36 232 MINOR CONTOUR REVISIONS RUST \ C99 105.07 205.00 N45°07'23"E 103.92 x 234.47'SPOT ELEVATION ` / �BENCHMARK ♦♦ ♦ ERB / C100 149.97 205.00 S80°45'50"W 146.65 SIGN SIGN \ / [!]TRANSFORMER * STREET LIGHT ♦\ ♦ `2 PPS UTILITY POLE ♦ \ C GUY WIRE ♦ \ \ ` ❑T TELEPHONE PEDESTAL N WATER VALVE ♦ / FIRE HYDRANT \ ` ♦` \ L�J WATER METER ♦ _ ASPHALT WETLANDS ♦` ERB / \ - / \ \ 0 UNSUITABLE SOILS rr \ \ I 1 v, N/F I o 1 SUMMERHILL SUBDIVISION I ♦ 1 PB 2007, PG 435 ♦ \ c co � 1 n m 1 / EXISTING T POST ♦ 1 i- - I � \ 35 / I r/24 I ,i ■ \ m �� I If 2 �N PROJECT NAME N/F ' \ 23,E JENNIFER CHAMPION HARRISON & HUSj \ \ TAYLOR HARRISON 122 ELYSE ` \ 1/2 1ERe' / \ !�22\� I PB 2002, PG 13 T _ MEADOWS L25 L26 \ ' PP '' SUBDIVISION >� _ Ss 8_2- ���c �\ SR 122(A4 N l l /,r/ 1G / _ 143.17' UBLI C R/W ROq p) U 1/2„ EIP W �aU_SE 1/2„ W 125r 0®0, ERB W REMOVED I I �OUT TO BE CLOSED25:� EPK _ cn BY LICENSED _ O � CONTRACTOR �� - _ -_ INV _ \ 212.41 INV / bLD gg 211.99 PP z FOUNpA N\ 31,265 SF ;`1 N 97 I -3=BEETS 25 _ \` (0.72 AC) 0 25,049 SF ^ p CApEi�u _ 30' POWER / �p I Z I (0.58 AC) M of , I - BUFFER 2io 84 DETAILED ^ innn�ii i iilry, M EASEMENT R �0� \ ���� -- I� o. w - - �� ice,,,, �� C VERED TO BE �z �'� CD M o' - = _ �\���`_ 211.58 Q I I S ELIrER REMOVED 25,000 SF ' SITE PLAN I (0.57 AC) o� w i « 25,484 SF \ I C NCRETE Z N 99 � 1 � � (0.59 AC) \ \ _ L PA� 0 327.25'/�U 25,000 SF (0.57 AC) o� �PROJECTED 100-YR I - - - - - - _ WATER ELEVATION: \oo \ C88 I 100 217.49' \ CS o 6p 14'- _ 50,000 SF - / 5' U TI LI TY ` 125 00' - - I io / EASEMENT \ 2s,000 SF / / - _ - gyp\ (0.57 AC) w CLIENT \' oo - . . �-16'44"�y 1 - _ �, 1 O, / 1 . . . .00 120. - . 0' UTILITY _ I R / 0 � 1 65,449 SF 1� �Ntkg. / / \ \ 93 \ \ / / / - .1-0 05.0o TOTAL - __ EASEMENT �`- (1.50 AC) �o = TRIANGLE LAND I / A \ \ �� UTILITYEAS- .� ♦R30 �� 2 .. M I 1- 25,000 SF \ �� /QO /6D6 / - EMENT� moo\ R30' - a0 - - PARTNERS LLC o _ _ \�o� T \ \ / UTIL 8 c� o. iy\ / / 1 p6 < 1 h v�i � _ 1Tr ACCESSI 44 w 1116� _ / - EXISTING $� / \ \ 92 \ \ / ��. �6 2�J% I :I l U / :f 4 t _ / 72' TAT AR0 E �61 / \ 25,236 SF \ / ����� i��`L� �P\// / \ C) 3� O ^ - AL 4„ \ ( . ) / �/ 5° ( � / \ o I U _ fn - - �'�-=8°16'g4„W ��_ 32725' 1 / \ 0 58 AC \ P O 73 ' ' , 551.9 �G� 0 EIR / / \ ./ \ \/ \�\2�00 �S 1�6 / / / �\ 25,872 SF co �� i Y -� y- . , �, 12 2' T� o - �. 6 ,<r / / o I - 4ss, TAL CV . PO Box 5548 TO BE \ s7� poi .>1 (oss AC) 72 l 1- O !\ W _ i - I RELOCATED \�r, AQ / / .0l °� / r, _ qy / I - . . - y, DRIVEWAY To 9�- 59� °o 1 25,ess sF �b r d o` Car North Carolina 27512 BE RELOCATED A �p0 i oo �\ (o.5s AC) , o� m - _ �� �, W 147.03_ TIE- Phone: 704 608-3085 N 04'24"E cCOo I . / \ \ 74 \ I 13 J \ ci 1 I / tS. L L t - 157.23' TOTAL I 35,684 SF '� 1 0 (0.82 AC) 25,000 SF \ L _ • �' PROJECT INFORMATION o. i O. / \ 0 �i S72°18'26"W Q Q 52.20' N7 �l v� 20 I I �� N \ Ng °16 44 W 125.00' CA 4 '.i DESIGNED BY: CALEB 6184 / �� / / \ \ 75 \ \ / / / ' I 59 SssOF DRAWN BY: CALEB 38,573 SF (13.07 AC) O w 23>90� ��'�i� � V , \ o. (oa7oa SF c) \ A / / Op N25°26'48W (0.89 AC) o i / CHECKED BY: SCOTT 2b. 78.41' TIE � ^� N / / �� PROJECT NUMBER: 2000 S8 4'43"W. \o �'�\ \ / 5 .79' TIE W 'LigT \ (0.593AC) \ \ / / Apo / : .I. .� w % \�E soL�T, DRAWING SCALE 00 HORIZONTAL: 1"=60' S,12g'18 F 00 2 o� FF 7g / 04.�6, _ o syF 926 SHEET KEY C FT DATE RELEASED GRAPHIC SCALECZ.5 s APRIL 22 2024 � 60 0 30 60 120 240 � `Y `Y � i I p 00 C2.4 °Q ( IN FEET ) C2.3 C2.2 o SHEET NUMBER i � 1 inch = 60 ft. L) z r a a m aJi C -205 m