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HomeMy WebLinkAboutSW6231106_Plansheet - Grading/Drainage Plan_20240228 (2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BEFORE YOU DIG, CALL 00 co 0 00 ri \ / 0 x I Q m N T Rp (SR 1720� r P ACE ) - ' NORTH CAROLINAIJj I C /W D 8X8 X8'TEE WTH&KG. - - /�-/ / THE LEG TO THE NE gR R SHALL BEPL AND // ONE CALL CENTER Z )uBl_ TAPP A2' WWW.nCOCC.Org REMOVE EX.. BLOKWTAND IABI-E WIDTH 1 PG 26 X. VERIFY CONTRACTOR WATER. A TER \/AR P B 200 0 EXACTL DEPTH, ROWDIER/ / \\ // O HRW TO PROVIDE DIRECTION p -� ON HOW TO CONNECT 70 0 / CD SYSTEMH47H DIFFERENT STATA77C7C PRESSURES LLI LLI _ Z / / / \\ FES o ����A /NP �1963 I I z r111 -FtP� / ,,J �� � \ NV. IN 193.00 INV. p 1 c I / 1 I _ / � /// //\\ 193.07 ,I A �Gn c�9 5,000 S�\ y L��--- �/ 40.00' 49� 1 0' �1� 1 \ /� �\ - /� / / ///// \ \` 19J I 1J 011 AG O �3 BUFFER 45.01 / / 1 1 / - /� 20' LANDSCAPE \ / - / r I \ PAD 199.47 / 1 20 123.57' -_ -, 1 19 1 1 1 o I / ^' 1 �(` / �� I \ 66 \ Lu w II( I 1 1 11 - 5,530SF N 1 J //�------ _ 901E � 199 \ W V N IIV� \\\----- \ 11 - /1 I 0.32APADX20­19 _ ro / �_// / J \\ \ 0 I 74 ��� - 1 z \ \ / -��/ I O 00 1 6,047 SF. • PAD 201.19 p 20 N 1 �l3✓� / I / �G 9 I i\ 0.11 Ac. 1302 � CA 5,530 SF. 1 � PAD 200.80 C7 I \ 9 2 5,6197S.F. 02�40 30;Y60' I�I N 0.13 Aa 30202.53 \ BD 78 0.13ac. 30J(60' I �� 69 �G 2 9 a z 's \\ \10.246AcF 1 PAD 200.66I I 6,000 SF. PAD / \�\ 30:Y60' 200.30 o lJ' - - "� \\ _ // \\`/ \ \P PAD 200 Hp 30J(%g _ Hp 199. 11 tip � tJ� W rf4 � I �J\ `\ - / / \ I z V) J I F H z 1 9.90 T HP 199.78 \ =UD 40 9 W 200.15 B. / 99.78 .�O n 03Aa30X01.79 C \ 1 �O \ L \ \� (Gng�9 / / w = ^ O Q I / Q3421S.F.\ �1 / oo // J I I \ ✓ --� \ \�\\ 19 / 00 Z /, I I PAD 200.68/ \ r` .` 5530 SF. to 0.13 A / I I ^ •/� , c.30,X60'201'02 / / / / \ _ / ✓ / E - SIGN FH 1 / PAD _ / Q' Z, \ OPEN BLN=C-1874 _ A I I I p _A � I / � 6459SF � �11 / / I\ II • I 200.U°� / NP 72 �� 1 1 PAb120083 32 1 / v \ \ \ \ /----- �/ \ A ✓. 82 30:Y60' 5,530 S.F.I 4,p869 SF. ,o .y I //'• I I f �- _ 0.13 Ac•30'X60' S _- 1 \ \ / _- \ ,�\C I I I�PAb12�'5B ,j9/ 5,,8y;SF. I r- \ 200.08\ / 72 ( 1 'AD .22 i PA �200 18 0 7 �� \ 1 v \ \ / `\ x J I ! L} J \ J 9,088SF. / / � l \ \------- \ 0.20 Ar- \`1 ••T 0.21 Aa30'�90 \\ _ A \ 83 /\ PAD 200.77 V _ PAD y'�• / O A l \5,975SF. \ l / JD 1 1 Gov U� _ / ii l / (� �__J �-\Pii�X5025 \ 1 =y / l � J I I \ D g � \ 1 SF PAD 1199`$5 O a,soe4\ F u I I \ _ \ 1 h 3 ESP= 01 \ � q• 13�3 P 2 y I\1 III I 11 L A301;X5 31 I \ I I \\ 71 ^ \ O I\ 11 N= 1 `0.20 Ac. - 1 6,712 SF. \ O -\ / PAD X00.95 J / " PAD 1200.44 O / 1 1 7 \ \\ \ i / \ `� Q \\.. \ 11 333000 l 30:Y60' �'0 1 / \ < DIJ Ac. 42 I oo \ ^-\ -� \ // - ____-- - � PARK/ I�. T GRADING i $ 5, ..\ \m 2Qo S.F. \ / PAD 200.91 � / \ � � �� 28, 20 •g1 Ap \"s 0.1 a \ \ ` /7�RAP j05. �/ Fs PAD 2 95 / / \ / p07LE> I / i/ \ t•^• 30X60/ \ \ \ \ \ \\' PR07EC77ON 43 y\ fPO �O' DE MULL \ ,�--�1VE TL A N D 5,210 SF. N q / $ ' Sx \ C�\ WAL G TRAIL \ / 193 - \ \ 1 \ \ D Ac. e �A \ \ \ PAD 201.1�j O �i�o PAD 20L31/ `(\ \ 30'X60' G\� 62.1T 62.17 \ O 1 1 \o \ 3ox5oii `� �'� \ \ 3oxso' IN, \ / \� \ / 44 11 qS \ L rn\ / / \ ! �68 5,200SF a� •.��i•' / _.h 194 �� /��-- 95196 --�� \ �� B7 \ C 5,200 S.F. \\ / 0.12 Aa $ \ coNORE7E ewe :;:x4?�,y:•r;?.=..HP 195 1 197 / �,9� ��' Q y J' \\ \\ PAD 201. \ / kr:."':;{ .',:'t t'.'• - 1'\\ -- --- „'•�0� \ � \ `\ 512 S.F. N q J� 0.12 Ac. \ 30X6 / 1 62 i \� \ 0.12 1. 201.04 $ N'� P30:Y60'PAD \45 \ // s7 \ / \\\ \x\ �52 SF s� \ L \ , 2y� \ 1 I I -� / / -\ \�\ ALL DRAINAGE EASEMENTS OUTSIDE \ \ \ \ •/4922 SF / y ` - 5,200 SF. \\ \\ PA05 �� HPI / \ \ \ \ 1 I I I �� / \\ �\ EDGE THE PUBLIC RIGHT-OF-WAY AND s / Nq so •� 0.12 Ac. \ 3oX6 if \ 196150 , \ \\ ALL SCM S WILL BE THE MAINTENANCE \ 0.11 Aa\ � 6,125 SF. I I 25 ` \' / $ �Yq PAD 200.3 / \ \ \ / A / 19a / 1 I I I' �\ \ \ PAD 20084/ /\ x ate, 3oxso' \ \ \ f/ \ \� L (�A A' I I / / \ / \ \ / / \ \ L RESPONSIBILITY OF THE HOA. /I � \/ \ 66 \ \ / Aa 24 ,0, \ \89 f\ \ \\ / 12 Ac. PAD 19739 -� / AD 19B.37 D' I iO / 4,9s1�)7 9p 5,212 S. 1 \ \\\\ /\/ AO' 2B \ I \ J \ \ PAD z�dgA65 j\'`$,`r` O 30:Y60 \ / /\\g \�/ `\ 30:Y // / \ / \ \\ 6,125 S.F.\\ 3o:Y6o' 1 '/ l // - \ . \ 30:Y60' 6,125 SF. PAD V A 0.14 Ac. / / ��\ 014 Aa H HP \ l PAD 197.67 /23 s2 3oxso' / 850 00 \ \ 197.63 197,39 \ �/ 6,125 S.F. !L w \65 V A .c / 13 A� \ \ 29 \\ NP H,o A 90 q� / o \ / \ \ \ / 4000 SF. � • F` 0.1$Ac. \\\ 30' 0 �y. .0 0613 AcF 19 . � // \ I \ C `w X 5,2�0 SF. \\ PAD 199.26 0; �s� / \ / •lj AD 197.43 11 Ac. y PAD / \\ 63 yq 30X60' / \ �/ \ 7 \ PAD 200.46/ \ \ / \ AD 19B.8B 1ti 'g,.rr \ \ /0�\ X50' .c6.9u. 48 •lj 1g1 P \ / \ 5,000 \ V 64 �\ 00 s x \ �� i \ \/ 1 .! 0.12 Aa 91 / y 5,200 S.F. \ \ 1 0 5,850 S. \ \ 0.11 Aa / / 5,000 SF. �q\ \ 0.12 Ac. s� \ \\\ 3 0.13 Ac. O \.o ��� i:•i s 1 AOX60'18 \{P_„ A O / / \ i0 197.19 /� \ y D 199.76 / :•4 .. \c 6, /y s s \ h • \ 0.11 Aa m \ D 199.25 ,o ('i L 1 x / a' / PAD 200.25 \ 30X60'/ s .:"r •�� \ 1� 54.54, s / 21 ,�\ s >r \ 'fl aO /NV./N J 1 9 5,000 S. . � 5,000 SF. •\ � \ \\\ I \ 3o:Y50' \ , •N � � / \\l s � / \\ SP / \ / P E '. 1gg' 1g 0.11 Ac� �y�� / \ a 0.11 Aa \ \ //\ \mil 1 \\ •� I \ 92 49 y \ 199.47 $6 / NP - yA 1 y PSA0,197.B9 / Y 5,200 -0 60' 19 81 .o X60' V A 1 \ •\CE 1I6 � � y , �. \ 5,0200 A F \ 0.12 Ac / k 4 g•/ 5,000 S.F. 'yo > \ .c 6 J 1 � �6` o• \ / O PAD 199. gfs y0� 19 �Z /•' \� .� 'e,, s '`�s / 20 30X60y _ 1g 0• p 98 0 \ 138 5 000 S.F. ^ s� �\ %• \\ J \ \ \ 30'X50' / A / g I U k• '( / \ /\ 011 qc / L / a / /\ \ 8„ PAIf 196.&9 \ :cam 93 5,850 SF. 9 !/ m \ ./ 5,200 SF. / yq l P5 0.19�tc- / \\ \ 30:Y60' / l Y \ 6 gQ> O PAD 19831 7 \ \ o \ • \\ \ / 5,000 f 0.13 Ac. F ly\ / 0.12 Ac. ,! � 11gg' I \gg 4Gg.`� 1,..,• �O 0 \ 30:Y60' I • 1 \ s PAD 9.86 ;y 30:Y60� � \ s .�\ , 30X60' • J \ \ •$ 3 X50' / '� / / / / \ o I\ 'a O .-, G 1g G� 5 1g 5,000 SF. \ I / 0.12 Aa / ,\`o \ � PAD 196.2 � \ \ \ �\•. / // � � \\\/i \ / / / \6' \ / / \ \ `', I �O? \ o \\11gg' ...•'e� P 00 / \0.11 Aa \ I / P30 o ! ,200 S.F. \ 'moo `k� n�G�,/ ?90• / PAD 198.98 \ \ \ `ram / / xis 61 / \ \ \ l //g0.12 Aa / 041Ggg? Q �,. I 000 �l \ 30:Y60 / 140 �9,c� 9x �\ 18 l �\ `� \ / Aa 5,850 S.F. / //� \ / PAD 199.96 \gyp Oh O�p/� r>'9,: k/ 136 />\ \ / \ "�5,144 SF. �6, 0 O \/ /000 S.F. / Ac. a• PA01199.11 - \\ 30:Y60/ '+��p' 'S g•1- \ 10 ^ \�5,000 SF.\ ` r,�• 0.12 Ar- �-'o'` \ O 0.11 Ac. - \\ 30X50' O, ,20o SF. 41 \\ 5,000 \• / 60 \\ \ 1pp qq / s fp x0� / g/\ \ 5,DOD S.F.1 \ // `' / \ / 7,0 9 SF. �y \/ / 5,00 S.F. 5200, SF. \\ PA�199. 3 '� 1V` 0.11 Ac. / 6 / / 0. Ac. PAD 199.46 0.12 Ac. \\ ,�i�,�', L / g .sr' PAD 96.70 PAD 19 / PAD 19B.91 / / I \ 30:Y60'/ //%`hC '1�/ / \ \PAD 199.�\ \/ 1 / \ tea' 30'60'/ / O •� 30:Y60' / \ / / / \� 3 \ \ 1g < \3o:Y6o// � / \ 53 �� C\P 9 134 30:Y60i 6 1/ 1g / / 16 96 \ / / / / \ ! m� \ 5,850 SF. x0 / ig/\ ,// / \� h \ s 19B.85 / PAD 19�2 - 0.12 Aa `mow // :oO\ 30X60' / ;o \,� ^ \ P F, '\ / 15 / `a R\\I� C \/ 44 2051 \ / -p F�/ �\ \O+ 5,008 SF. /\ \ >. \ Q\P �• \ :o >/ 54 \ 00 AD 199.77 \ \/ / Oo \� 5g / » \ a •5`�i / \ 0 G 11 Ac / \� 132 \ / 206 ✓ -f/ / �'S'o \-P3Dp'0 I \ Q� \�. \` 1 5,625 S.F. •Il /\ Y \ \ \ > 0.13 Aa '�n 't' y 0.12 Ac. 1 / \\ 0.16 Ac• / �� / 19g%\ / 142 \ PAD 19B59 5,000 SF. q PAD 199.01 / \ / / \ / \�\ PAD 199.06 `o / \o \ 30:Y60'/ � 0 11 Aa / 11 0.15 `•r O 30:Y60/ \ l \ " PAD 199. 207 / \ �o - s. `I• `RAD 195.82// • � $- \ 30:Y50' A � � // \\\• � \ //�/ � \\\30:Y60'� �\/ 0 / // x0 5.�'/. /l 57 g 9 131 208 1� // 195.32\ a 12 c. l \// 1 5,000 SF. / / \ 0.12 Ac. \ -� o.11 Ac. / / / \ \/ �� 1 6 1 209 / \ 5,443 S.F. / L� \ \1 1/ PAD 198.31 cQ,.\ / �AD 199.68\ / 9 \ // ` A T `� \ 1 / 1111111 0, C A /", \ \ / / g� / •( Cep 5,000 SF. / / 210 / / / \ \5,918 cc I, E T` D \ �� 7j 99 S,B50 S.F. \\ $+ S� PAD 199.45 / / . 1 / / // \ \ �� 9 PA01194.441" ,/^ \ fL l 0'.••�A/�i 5,000 S.F. �Sq 'b a13 Ac. \ P � / 30X60' � � / 11 S � \ 1�/ 14\4 b �d 1� \30X60� � // \ \ \0 \\ \ `�:�� SS 'r ••-!9 i / 0.11 Ac. yq PAD 198.11 \ 129 \ / S / \// S,BBS\S F q 'P II // \ \ Q < , \\ \ PAD 19, j\•,fl \ 30:Y60 \ •0\' 9• / // / / �aD,�s 0.74 A. / 30:Y60' / A 1721 / \ 30X50' o .s V/ / 1g 5,000 SF. / / / pp / s 'ems SS \ / / PAD 195.19 / / o s. s \ `�\ /� '� � = SEAL \\ i / 66.3 // \ - \ oxs0 ~� 247 / c� p / 1 19843 55 of p0� O6• 12B \ / 212 / '�� v\ &. ^ / `° PAV7 194.16/ 7,031 S.F. / / 3 1g$ 5,012 S 246 ss / 145 f� `•'� X60' \ \ �c PAD 19840 \• 0.16 Aa / 0.11 Ac. \ // / / 1 JG / 13 AcF \ I �i v , \ \ 30;Y50' PAD 197.86 / r 1 EP PAD 198.86 // 213 / 19 e // /"���. a+ / / \ , G 30:Y60/ x Q7 /1'I \/ / p0 245 / PAO\•194.80 a+ 2� %�Ilk- \ \ \ i� � •'•.....• � oe 30:Y6o' \ / / // / ' S� \ � 101 F O // p0•, / �5,000 SF. y S / 1g1/\ 5,000 SF. / / / 214 / ''� 244 I A / ,'\ \ / \ .� _Zof 5,883 SF.\ /i /1 AEL \\ / 011 Ac. AD 0.14 1939% 1 PAD 198.21 AD 19856 30%60' / 00/ \ \ 30X60• 10/16/23 5,000 S. -B 11 a 245,A843�qSF. ; 1 GRADING PLAN \ \ goo �n // / 0 1• 91'� \ 5,000 SF. // / ' / \ 4 SF. \ \ 193.60\�/ , ' \ PAD11.9LI65 \ D.D 19 \ X /. � \ \ / rr __ - ONE 103 \ \PAD 197.98 \/ // 240kg \ 30Jj6025 / }0 ♦ O \ \ � _ \ J \\ 5,000 SF. > \30 X60' - \ 5,000 SF.\ \ ♦ O \ -\- 1 \ \ PA� I \ \ \ 0.14 Aa / �/, 21s y x / / / \ s\\ / REVISIONS < ,/ \ \PAD .�• BB3 S F 104 30;Yc. 30X60' 1g i\ N ioc�� \ 14 A - 11 3 7 23 30% Plot Set �0, / / 5,OODA F. S N i o N "� oxso' 3/17/23 50% Plot Set ///�\\/ T \ O I G l V 0 1 EeVZ oc O/ o \/ �� , �pf Aso \ C AD 194.65 1\P.�9 •L 192.60 I I V Qb 9/11/23 Resubmittal MAX GRADING WITHIN R 0 W IS 2. 0/U V� 9 105 y 22� 1 so 00 \ , / SS w 000 B 11 1 23 HRW Resubmittal ,Q \ .os \ V 5,000 Ac. SF. 6,q ,& \\ / I / Q� 236 1g6 3 ,/ \\ \ \ 0.11�T'I.c 1 \/ �IL \ 70A F I I o / / l� \ PAD 197.40/ 30X964b'B 1 1/24/24 HRW Resubmittal / / 5 C AD 1 5 Q i I PAD 9310 0.11 Ac. .r � 03 I Gj <^ / / PAD 19.2 \ 225 1 30 X60 O '/ J // / \ 152 x //\' I� \ 5 SF I 7 'Z? 30;Y50' \ 23 \ / 5,000 S.F.\\, /�gk� 1� / \ I \\ \\ I PAp'192B6 I o I all F a FILE NO. 202' 63 0.11 Ac. \/ 8 N o D 192.83 1 107\ r \ C PAD 195.25 l \ - I - r� J P OB \ \ ` L_ 30 io^, O:Y60' g \ \Xso' � � \ s,1ss4S \ \ N _ HORZ. SCALE: 1" SCALE: 1 = 60 / PAO 197.01 / 5,000 S.F. a 0.14 Aa \ �\ / 0.13 Ac. k0' \ \ 153 \ P gs - LJ ` �0 30:Y50' x 232 / \ ✓ 1g \ \PAD 1958 \ N A01195.45 p //� 30:Y6bbb' w 0 60 120 150 180 � • �- �F s / \ � „p9 Q Z `. \ �� I 7c I I � o i 1s c I i �v i VERT. SCALE: NONE \O \� S�' 231 00 30:Y60' , �{,0• W+' d gk• 1 173 \ \ I a224Sq.F. I I 000 SF. 'o J \\ \ G ��C�� //\ \ 154 \ �Q k1h 1g4 1 /\ \ \ \ / 1g O \0.11 Aa 000 Ac. F \/ x0 / PAD 195.58 _ 195.65 .,� P ky JOSV60' l I CE 23 MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21 / p q \. �._ `90: 1c �. / / NAD 195.85 \ Xgk /. ,o ah \ '�30'X 0•95 \ Y/. 1�.+. ✓1-. \\ �. _ T III 1 I Qt AA