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SW6230804_Plansheet - Proposed Drainage Area_20240621 (2)
JOE E. WHITE I JOE E. WHITE MELANIE T. WHITE I II MELANIE T. WHIT E GENERAL NOTES: � DB.1197, PG.490 xDB.13 , . 1. PLANIMETRICS&TOPOGRAPHY SHOWN PER SURVEYED N PC# F, SLIDE 708B Q . , . INFORMATION o II I/ ZONING: RA-30 �I ZONING: RA-30 2. SOILS ARE OF HYDROLOGIC GROUP"A"AND"B"SOILS. z z w 3. DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE o w o o J w I II I I n \ I I - - - - - - - - - - - - - - - - - - - - - z > - LD > U w I ` EIP S\ X. > » - - - 1 - - - , - - - - - j - DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE&POST o ir o ui � cn w II I \ 8 5141 0 8 L 2 5 0 I 1 I I TODD P. DENNIS LI w 0 0 0 DEVELOPMENT. w u � � d 1 I I CHRISTIANA E.W. DENNIS I I I I -�--- _ I ► I DB.3249,PG.960 0 w az az MB.2014, PG.256-257 LEGEND: ZONING: RA-30 DRAINAGE AREA v S 7 70 TIME OF CONCENTRATION LINE o o o o N 1 1 -� -------_ I I I m m m m m m - \ \ \ \ ' �� _ / J I _ 43 P) --- --- PROPERTY BOUNDARY N ; M N N o - ---------------- ----� �-bw� \ _ \ - / E N RT APPROXR \ \ __ /7 _ ` \ / - - - - � �. o o w �z Q J I I I LIJ A TE L(XA NM V N \ \ 501 CD S, EGRE LL L Q `� ,� ♦� ` `♦ ` ♦<" ♦ I" ♦ ^ \ v" ♦` -'�` ' '' 'y ♦ �` ` -` ` 13J_Il-aYEASE� JU ®`♦ ,'� `♦ `♦ , ` '�♦ ♦ Y �� ` ,'y/ 1 �cpj ♦,,,' ♦ ,�t' ,"' y \ `y, ♦` ♦ \ T \ \ low I I .. I ` ♦ ♦ mow♦ ♦ < /♦ , ♦ ♦ < V- ♦ , \ ♦ , ♦` ,.t ," � ,Y' `,, ♦ "" ♦ `i `��__ \\ / i ♦ ui ♦ " ♦ ♦♦ ♦` ♦ `, ♦ `�`� it w ♦ `< y- `♦ ,� ` V- v `v-' ` ' ,-' , Y Y-' `♦ , ` W I �' ,�♦ / ` ' , • ♦< \ -' ,�' ,-' ;, NC GRID COORDINATES (NAD 83) -• , ♦ `' ` 1 DI#109 S FX -N= 657,097.847 ' Q , < � _=_040242.531 v, Ex (0 Aft tI - '"'-%- BFP 4 ry �42--- Y V iftom ---------------- CIO �aA >> I� - _ F- -__ PAUL E. DAVIS, JR. Q I AREA FOR OFFSET 6° 8' 2 g \N 181 . 5 7 _ , - _ �gNT��GE _ _ _ - ' 896 SF S 8 � I� Opp,_ _ - \ --- - 65655 SF DI#108 , ,- _ \ \\ ►, _ SAMANTHA A. DAVIS I� 1.51 ACI (� , \\ \ \ \ DB.2619, PG.255 CZL 0.02AC #� C^0.9 o\ FFgCESTOA GE MB.2009, PG.247P _P 4,D0Q-� _C=0.9 P It ZONING: RA-30 � P �DRAINING OFFSITE P �,BUILDING , ����43-__- - -� �- i' � it i� � i i � / �� , � / / \ I \ \ / N 7g 4 1 / / \ \ \ m / C 33 - v v _ � - ��o2/ 5402 SF 1 ,/ // -� J ►��w � , `C� XII�i` `v� _ u 0.12 AC ♦ 1 - - -�__ �--� \ \I rRT DRIVE rl EGRESS- .20 r- Pc JUDYH. LAWRENCE \ \\ \\ \\ \ �\ \_ _ - / - - - J _ _ _ _ _ _ _ ♦ / \P I / MB.2007, PG.896 \ \ \ \ I i- - /'1 - I ♦ / P ZONING: RA-30 \ \ \ \ I 16043SF - \ \ v 11 0.37AC / 1 - - - - - - - - - - \ _ / - - - - - - - - - - - J, 4f > z \W\I - STORM DRAINAGE TABLE �\ I\ I / DI#106 _ - - - - -I - \\ I \\ \ \ �\ \ \ - �- / - - LL T RIM ELEV INV IN(SLOPE) INV OUT(SLOPE) - - _ - or z INLET# TYPE \ \ - - / / / _ ILL (EOP) (FROM-SIZE) (TO-SIZE)co � I \ 1 _ - - - - - - - - - r \\ \ \ - Lu \ I _ / 1 BEFORE YOU DIG, o a 100 FES -412.24 „ ° \ ' / - {- - _ - - - - / \ \ \ \ \ \ \ / - CALL 9 1h g (10115 ) \ I 4015 SF -/ _ - / I \� \ \� r cl) J 1 / /1- - - - - 1 \\ \\\ \\ \ \ \ \- _ - _ - - - � w 101 RISER 415.00 409.73(1.11%) \ � 0.09 AC 1 / � / w (100-15 ) - / 7 \ C=0.3 I / DI#105 - - - I \ \ 1 1 I / 1 z _ _ I \ � � - _ ���So bN/ o 41 (1 3(1.00%) 37593 SF 4069 SF 1 - - �\\\ 1 ' / o WLI 102 FES 415.06 (103 36") z ♦ w - - _ 0.86 AC I \� \ 1 /_ _ - - - - - N" NORTH CAROLINA a 411.45(1.00%) 411.35(1.00%) \\ C,=0.3 _� 0.09 AC 57936 SF \\ - - - - -1�- w o z 103 DI 414.90 ( „) ( ") i - \\ - / - _ - f _ , _ i_ 1 .33 AC - -Q\ \\ - ONE .n occc CENTER 104-24 102-36 � - C=0.3 \ - ; � I DI#104 C=0_3 \\ \\ - - - - 412.49(1.00%) 412.39(1.00%) \ 104 DI 415.2401 _ _ (105-24") (103-24") - _ - - - /' \ DI#103 \\ 45912 SF \ � - � - - _ 416 \ - - -� _/_ - SCALE: 1IN=60FT Lu _ _ 1.05 AC 01 413.92(3.50%) 413.82(1.00%) I i' I \\\� %�, / _ _ _ _ _\\\ C=03 `\ \ _ _ - -� � - 60' 30' 0 60' 120' 0 105 DI 416.56 106-18" 104-24" _ 61111 - LL ( ) ( ) \\ ,♦ �3� FES#102 \ - _ / SCALE IN FEET co w - HORIZONTAL 417.46(3.50%) 417.36(3.50%) I / \ / `� \ \ - 106 DI 421.50 I \ / \\ ♦ - - _ 7(107-18") (105-18") Lu t _ \ l I - U 422.95(2.50%) 422.86(3.50%) \I \ // \ `♦`� 30021 SIF \ \\ \ - 107 DI 432.00 I � _ _ _ _ _ ♦ ,,,s SEAL \k 1 1 i l l f (10818 ) (10618 ) \ // /' \ , `♦ - _ _ 0.69AC \ \ \ \\\ \ -17- _ \ .\`,1l� CAl�����, z \ \ / C=0.3 ..�C 427.00(1.00%) 426.90(2.50%) 1 i I \\ \ // / / / / `, ♦� \ _�-� - ��Q;•�FESSIp�.��': 108 DI 430.50 _----�------------ - - (109-15 ) (107-18 ) \\ \ / / -----------------------_- \\ / \ LL SEAL L,J liE 109 DI 430.50 427.69(1.00%) I \ / / / ` �' \\ - - _ _ ; _ / j 048 84 C0 - co w ¢ (108-15 ) I / / / FES#100 _ _ _ z N wa' I I I i � � � � � � � � � � � � � � � �� � � � l� � LLJ , o �� � - - - - - - - - - - - - - - - - - - -- - - - - - - - - - y �, M P ♦ � -------------------------------------- -------------------- - _ _ _ �1 SW-03 w o --------� - - - - - - \