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WALK & N WOOD WALLS 1 OVER PROPERTY LINE A MAX \ OF 17.7 1+/- \ \ \ \\\ \ \ \ , " ,, Akp \ \ 1 \\ \ \ \ , I � \ i /' / ------ ' -------------- BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C3 80.40' 970.00' 4'44'57" 40.22' 80.38' S 00'06'53" E C4 494.99' 1029.99' 27'32'06" 252.37' 490.24' S 11'34'46" E --------------------- \ \ / ---- ---- \,, 11 , \ \ ' / ' \ / / ------- \ / .\\ \------/ / \ / \ z/ / \� \ // I / \\ \\ i' / —�J / I / \ / / I j I I \\ \\ /' / /\ /____ l,� - I I \ \ \ f I i \\\ ----J' // /' / \ I I I \ \ /' /' \ / I; I \\ // / /3 �/ II i— //, /// //, // H D l / / , I I ' /' /' / ' /' /' I / ' I ' I I .N \I f /' / / // /' I i SDMH \ I i / /' I I — 1 1 \ \ I , ' I \ I \ \ / I ___--_ /' tl \ I 1 // /� / iI \ 1 1 / ,/ \ \/ I — \ / / Ill I ____ \ 1\\ 1 / // \ // / � 1 \ I I / / / II \\\ \\ 1-4- // /// \\\ // I I`\ I \\ \\ \// /// 11 /�/ \\\\ /// \, I i \\ \ / /' —' I \ \ / / . \\ I \\ \\ \\ // // `�\I, . APPROXIMATE LOCATION \ / ' 1, -�, FEDERAL DAM BREAK \\ \\ // /'/ II \ \ , \ INUNDATION ZONE \\\ \\ /'/ /// 1 \ 1 \ \\ \\ \\ // // 1-1 I \ \ \ \\ /// // /''\\ \ / / 11 ' \ \ \ / / \ j \ \ \\ /' / ,/ \ 1 \ \ \ ,' /_ _ `\\` / I I / /' / "\ 1 I ll \ /\\ I / \1 / \1 / I / . / / 1 l / 1 �,`- .1 / _\ \\ \ \\\ 1 _ 20 S - A SANITARY SEWER EASE ENS _ M \ \ \ \ ` �\ DB 749 PG 572 &, ` ,�\ \ \�-----DB-84a-�G ;� s \ \ � /' 1 \\..\ \ \\ \\ S \\ /// s \ \ ...\ \ \\ \ \ // I. \ \ \ \ / / \ \ \� \ \ / ..... _ \ S '_� /' �� .i. I \ '\ \ \ \ 11 / 1. \ \ �, / I/ i \ S , / \ j \ \ \\11 / \. 11 .. \ \ - - ,•' i H . ,\ \ \ 1\ \ \ ' ` I \ \ -1y \\ \__ — - \'\ DENOTES SLOPES LESS THAN 25% WITHIN \ \ \ I `\ \ \ _ I \\4\\ AREAS DESIGNATED AS STEEP SLOPES AS t \ /` ., SHOWN ON ALBEMARLE COUNTY G S. HATCHED --- _ `�:, 1 AREAS APPROVED AS NON -CRITICAL BY ,}'. , / / COUNTY ENGINNEERING, MAY 2018. _ ' CONCRETE DITCH \���-'/ .. __�'_ ��•��;�.�� _ � SECTION VARIES �9 TMP 78 -19A �- & 18A �- N/F III INVESTOR LLC-ET AL "OVERLOOK CONDOMINIUMS" DB 4517 PG 397 PLAT DB 1354 PG 139 t.: :#: DENOTES SLOPES THAT MAINTAIN 25% OR %4 GREATER. A R '.m t F O 50 0 50 100 150 �� N q SCALE: 1 "= 50' • Ua 4 y O U WQ) t 0) m No ;! W z QD ZO U� Z (aIr 1��o Cr @) O V.. qK Ld JZ J J Q� O V k? � w� Oy w r I C�3 Q e 2 W J e� 0 a(o 0 �� � � _jN Q LOI 1 Urn I N p't 0 yCa W Q � �? Cr LL n x O � co aW O En w ,� y WLo w N ' vA W O zl °� W 1 0 ,I -It ({, V/ V w Z ° =0Lfj IL 134 REVISIONS 05/11 /18 Engineering comments via email 03/22/19 Engineering comments via meeting on 1 19 I 24l DATE APR. 26, 2018 SCALE ill =50' Q,I,TH of p I O� `� �_ U / �� � 03/22/2019. Jimmy L. Taggart 1Po1�S Lic. No. 22841 w, S �1Gl I 0 NA L Q ��^^/) ( _z 0 CE m I..L > 00 � p z Z) F- Z N O Q J U W ^^ J _ T Z cr U Q Fcf)� I�-1 X W w Q O D W0a' m Q Q :21- CL (n �'— 0O U O U O �- J r'.., Ir //)/� c; z V! 0 H-4 M Q J :E W < U(f) w U) _>�— T W Q 2 o= z Z m> Ir FILE NUMBER 17.0110 SHEET 02 OF 04 • a O U C)? CO u- N C) Z Q ::) z0 u �� �� �o �V.. LLTz Q � �? w� � w Oy r I Q 00 ve -j N qK Z Q In N C) O 41 O O� Ou- ccrr. J 1 aW wLo coo w U 04 W °� W 'tIt Z z W ° C REVISIONS 05/11 /18 Engineering comments via email 03/22/19 Engineering comments via meeting on 1 /24/19 DATE APR. 26, 2018 SCALE ill =5' II ��Lt$ Or � 1� O Jimmy 03/22L2019 L Taggart Up. Nm 2Z841 I IOx1L �a Q Z V) CcI..L. > 00 � ~ z N � �, Z o _ Q J o CO a- w W1 =_U Q X I— W w Q m wow a- U) 00 U W O�- r'.. J Q U) U)o J Q Q Q r- U� w _ ~ > U) 0 �w I— Q 5 U= Q f— z rr FILE NUMBER 17.0110 SHEET 03 OF 04