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Home My WebLink AboutSW5221101_Plansheet C-S - Existing Conditions/Survey_20221117 i x 0)° E i I Q ? U Ex. Chain-Link I • U Fence Enclosure I / / (Pump Station) / C 4 _ _ 432- 430_ r �7 _ �. . . . . . . . . /. . . . . . /. ' /. / .\. 435 -� - - - _ ?� • CN ---- -------- � _— \ �_ _1__- / I U ------ -- r f n` \ �-� _-- I I Youngsville Academy Charter / / / / // / \ \ C� � ��\� \ �=\ \�37� � � \ � �, \ _ cl School, Inc. / / 433 \ \ I / L O 4 I I Deed Book 2252, Page 1467 N --_ PIN:1863-13-2393 I 1/2" EIP - - LO - ------ N 64°49'22" E - - - 51- - — _-'- 717.31' I zone: General Business A I l IPS / N 64°49'22" E \ \ \ I 86'6S 6" AG - - - (n � c14 283.74' N 6" G — - -9 � I M „60,1.0.9S S oL _ --------- 1 I 1 \ \ / _ =4311 _ - _ - , �� / -437 -436 - - -Surveyor's35 Certificate — � � � � 1 CO \ �\ � \ ` 1 � i i �� 434 / ` � � � 1 \ 1 \ / IOL I, Linda F. Humphrey, Professional Land Surveyor, certify that this project - _- Y Y P J was completed under m direct and responsible charge from an actual 1 \ 1 1 \ \ \ �_ - - — - -436- - _> -13� _ / / / I /�_ �_ o \ \ \ \ \ / _ - - _ -432 / I i I m surveymade under m su supervision; that this round s survey was performed 1 1 \ I / 4373s- _ �! 3 _ / I �� I �i16 Y P 9 Y P 111►11111� 1 _ at the 95% confidence level to meet Federal Geographic Data Committee ``�\\��N CARp''�.,, 1 \ \ \ 1 1 \ \ /� _ ' - 3�' �� C �� i i N Standards; that this survey was performed to meet the requirements fora �� I topographic/planimetric survey to the accuracy of Class AA and vertical ��•`�ESS%o'., y�'' \ \ 1 I , \ \ (� / / / / \ \�_\—� \ I i i - ' o `V accuracy when applicable to the Class A standard, and that the original data was obtained on December 8, 2020; that the survey was completed _ :a� SEAL on March 4, 2022; and all coordinates are based on "NAD 83" and 5 1 // I W IL realization NSRS 2011 and all elevations are based on NAVD 88. L-48790�, / �� / / I �� \� I I \\\ \ \ \ / I Linda F. Humphrey, Professi al Land Surveyor No. L-4879 certify that '��'O ,.,S / / / / \ 3S �y > 4 \ P Y. Y Y �'`9� / l �J / / / // / / / a I I I a this sur ey is f an existing l cel or parcels of land. UI I / // / '// �� _ 443g�� i � ' ��a' / / /\/ / \/ \I U' I / i 0 �IiI11110 / / / aS / C / / / / / / I / Y I I t� 09-21-22 I / / // I I j/ 439= -� /� � / / ice / j / / / m / / � I Linda F. Humphrey, Professio I and Surveyor No. L-4879 - —\ I I / I I I // / / /�� 0 Notes \ I Ir • Area computed by coordinate method. • All distances shown are horizontal ground distances unless otherwise noted. • Wetlands are not shown and may not have been determined. / / I \ \ / / N / / / / / / / ( / I J I / • The property is subject to any encumbrances that are found upon a / / \ \ ( o / / / / \ I El �8 I �/ � � normal title search. / \ \ \ 1 / ' / / / ( \ \ �� I / • The surveyor did not visibly see any cemeteries or marked graves in / / \ \ 1 I / I w ---- Parcel 0 open areas on the site. 1 1 ' o I / I - I / I U • Number:1863-12-3651, 1863-13-8086, 1863-12-8806, 1863-13-6076 I / / \ \ 1 ` ' I I I 1 \ _ I / o > • This property is not located within a 100 Year Flood Plain Boundary / I 1 1 1 1 1 ' I I I I I I I \ _ _ _ q29 I 1 / Cn per FEMA Flood Insurance Rate Map Panel Number 370377 1862 J, ' dated January 16, 2004 / I I 1 \ ' I I I I I w \ � 28 I m c • Recorded maps and deeds referenced on this plat are located in the o office of the Franklin County Register of Deeds. • Horizontal Datum used for the project is NAD '83/2011(US Survey Feet)- 41 �3 1 N • The ground control coordinates are localized coordinates based on state plane coordinates for "Traverse Nail #1" having the following (NAD 83/2011) coordinate values:Northing 832838.17 Easting 2162009.07, \\\ �_ _ _ Elevation 444.43 (NAVD 88), average combined Grid Factor of \ I \ \ \ - - _ _ - - - I k ' 0.9999492 ground to grid. • Existing underground utilities shown on this plan are approximate and \\ / / I \ \ \ 138\ \ \ \ \ \ \ i ' ' / I 446 Marshall W. Wiggins, Sarah N were provided by others. All contractors are responsible for verifying \ \ \ - \ \ \ _ _ H. Wiggins the location of all underground utilities prior to commencing work 1\ / / \ \ \ \ \ \ - - - - 431- _ _ - _ - _ I PIN:1863 g1g3-8086 Franklin County Board of \ - Deed Book 2237, Page 764 Education I Zone: General Business Deed Book 1047, Page \ / l R 4 1 1 364 42� Marshall W Wiggins, Sarah\ \ \ \\ \\ \\ \ 32, _ _ _ - - - _ _ 433 I I PIN:1863-24-3105 E H. Wiggins \ \ - -432— _ I Zone: General Business E a / I 7 / \ / PIN:1863-12-4659 1�9 \ \ \ \ \ - - - - - 1 _ - i Z iDeed Book 2237, Page 764 p'S - T Zone: General Business \ \ \ \ \ \ �3,3 4,34 36- \\ W o I 1 / � � � \ \ \ \ \ \ 3N/ ' = 436 � - i —444- -� - - ��11 \ \ 1 I -440 \ \\ IX �_ 4110 44 -437- i o 1 c 5�� \1\ j� Io \ 1\\ I I I 1 \\ \ \ _ - _ 1 C I \ \ \\ - - _ 6_ - \\ \\ 1 1\ J- - - z C 1 \ \ \ 1 437 - =43== - =CP 4 x 1 38 =439= =_4�=�- = _— - � I \\ \ \\\\It I -438 i i i o ' 442 = - �q45� _ - = \\ \w\\ I I _ - I _� W -r \ \ 48- -I- - FE \ \\ \ \ I I I I I I I -446� I 439 i I li W Chicke Cd Coop 1-I- - \� W C I \ \ \ \ \ \ As \A of I I \ \ I \I� lo_� _ _ _ �- - p p I \ \ \ — — ` 1 IrT1�41-°+ I C0 I \ \ � � - _4- - ��\ I I of I � \ —50 N V 1 s \ \ - - - -453 - \ \ 1 I I lob i Q -C \ \ \ \ \ \ \ NII I \ —_— � \ \ \ of I 0) — I 1 \� I �' — _ _ -I-442 o v v v v v A I I II III a — 1 Z \ s2\ \ \\ �A9 \ ��3 IIII I sm \zs21 1 11 1 1 I 1 � o i I C \\ � I I I � \ ( I II III IIIIII �IIIII N �' i i O ICIIIIII IIII N\41 i UJ \ \ \ \ \ \ \ \ \ I IIII III \ -_ ------I, \ \ I I I I I 113y }� o ILU--- I �\\ 1 CD J I I I I I p V � �:'�\ 5 �` I I I I I ! i (� Cd LL o x \ A` , _,�k// LU V/ q48 - _ - ' �d 1/2" Elp ��Z S 1" BGEIR Q U X o \ 1" BG _ •M,�� / ¢46 / - 00 M- _443� UJ s v v A \ °v \ A / v � �� A� <� o� a / _ 14 44- - 11 M -9v`g0.S5 S - M- -rt - - - s� V � 6 _s -"445_-�" V+ ; \�°' _ - _S- Q L6i NT 447 / - R�W _ C /E�SSMH N / • I / / ____ i OHU - _M- / '' / 46'_ - - - _ — 7 / Rim 444.7G-- o 445 ToP(4 j�439.84 N N1 ' s _/ / \ _ F�55MH I nv.(In) 438.30 _ -448- - i N- -S / / _ / Ledge 438.90 Inv.(Out) 438.30 >� -FM - � Rim 445.49' Approximate location of N$ ice_ 438.94 5- / ' - - — ,� V Irv.(In) 438.94 Traverse Nail 1 ` 10" PVC water line --" i �_- _ - G' # eet _A Ledge 439.67 • / -_ / - -449- - �--" �� GFM - R \ / g E216 009.07UUSFFeet / U - / - - "" / Elevation:444.43 E 448 _FM 1%2" $g•6�Z_ OHU / _ �p�11- Road �s / __ -_�=-5 - -447- - - __ `� U / EIP / /�_ - 450� r Gre of-WaY / - -i x- PVC °a P / i 2" BG 0 U - i' - _ _ _ al R9ht- ��-__5 E g„ _ Horz. Scale: 1�� = 30'm a / d H / _ _ Ged 60, i _ _FM cn coti / - i - -_� B • u I //° / off 50 _ _ �" _-- _=5- _ —� 448_ - �� Vertical Scale: n/a I J / ° _s 9- _FM __ Date:September 21, 2022 Ex. SSMH _ - -S � ' Fsn= - -449- 1 Project No.: P200160 Rim 450.08 Inv.(In) 441.44 \/. \ / oH� - S 45°35 Ledge 442.0 35 8 -��G -FM _ _ �. 30' 0 15' 30' Dheckedlb PRJ N /� S,FM — ' _ I SCALE 1 inch = 30 ft Sheet: � _ _ - C-2