HomeMy WebLinkAboutSW6240105_Plansheet - Proposed Conditions/Site Plan_20240424 (6) ♦� 4Dsite
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\ \ / 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
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\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
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` ` ♦ 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
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♦ / 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
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o 1 SUMMERHILL SUBDIVISION I
♦ 1 PB 2007, PG 435
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EXISTING
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■ \ 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
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125r 0®0, ERB
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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
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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
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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 ��
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\ 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'
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syF 926 SHEET KEY C
FT DATE RELEASED
GRAPHIC SCALECZ.5
s APRIL 22 2024
� 60 0 30 60 120 240 � `Y `Y �
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C2.4 °Q
( IN FEET ) C2.3 C2.2
o SHEET NUMBER
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