SW6231106_Plansheet - Grading/Drainage Plan_20240228 (3)

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/ \ \ 53 �1 Y1 g. \/ 134 / '�
0.13 Ac. S-o 0.11 Ac.
5,200 SF. PAD 19B.B5�
5- PAD 199 11 / � �'\ V / � �P / � ti1 \ , / • \ S� O $ \ n � �. �\V\\V A
0.12 Ac. w :0 30:Y60'
BEFORE YOU DIG
\ \ J \ ' a' \ + `�\ /'�'� y I EDGE OF WATER \�\\ CALL 58 / \ \ aD�p 54 O D 199.77 \ l yh° / \ �� y / / \ / \ /�,0 P\ '�. \
30:Y60 AO' 9 PAD 195.0 \ ,,((\\ �
5, 5 S.F. �\ 5,200 7,031 S.F. ^� 1a >\ \ 206 `� / \ �'S.o `-300' I \ O �. \` \ \ \ \1' I
.p y� 0.12 Ac. 1 / \\ 0.16 Ac. / j 1g9/\ 132 ,/ / / 142 / 'Sfo A / \ \ \ \\ ` •� \\\\\
3 Am '�+o �-o PAD 199.01 / / \ \\ PAD 19B.59 \ 5,000 SF. / / / // \ / 6,686 SF. a9s `sue // I \ \ \ \ \ \
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\ PAD 199. / 207 ' \1PA0 1195.82 / `\os s- \ \ ••\\,\`yam' 1 O �
\ q ! // // \ \30:Y60, O y� / \ "+� G 6,029 F. / \ m
/98 \\ \ m 131 \ / 19532\ OX60' 4'�1
/ \ > \ 143 \ % �yA / \ \ II \\ IM O N
5,200 SF. / \/ 1 \ 5,000 S.F. / / 30X60
/ S,o00 S. . �� s f 0.12 Aa iO-� / 0.11 Ac. _� k \
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N
's 30:Y60' \ "�\ \ 30:Y60' / �/ /\ O �c�7.0 / / s
\ 3OX50' / \ �\ ,'/ / 916 30 \ / / \PAD 195.55 y 1 \ / "' \ \ I \ i• \\\\ \ p `�
/ •( S,000SF. / / 210 / / / \ 5,918 F. // / E D \ \\ l
99 �j ss \ �b. 0.11 Ac. \ ' / / , / \ \ \ 0.14 Ac\ / \ \ \ I `! \\�\ I NORTH CAROLINA Z
SF. s 2 5,850 S.F. \ F PAD 199.45 \ 'G / / / , Y \ ' 9/ / 1 4 f •y9 PAD 194.44 �/,h' / \ \ r
0.11 Aa m"O s- PA0119H11 \ 30'X60' \ / / S / / S,BB S.F. yo •d 1g \30:Y60' /// \ \ lI I \\
/ \ / 129 11 s �i 9 \\ �' / / I / \ \ °� \ \�\ ONE CALL CENTER
PAD 198.61 '\•� �� 30:Y60' \ �'(� \ 198• 5,000 S.F. / /'/ / / �„°s / / 0.14 , O .�
\ 30X50' S \ \ / / PAD 195)9 / o s S �\ ` \ `1' WWW.IICOCC.01 C] 0
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'� o� L 51883 / \
S.F. y\g 55 1 5 Q 0/ 0 128 OX60' / r 212 .9 "��v 247 / / / ' �, I
\ 0.11 Ac. 7,031 S F. / / 3 A• 9a' ' + S P46 0. �,fls / 145 th PA 14-Ac.6 1 POND LOT
/ / 1 5,000 SF. // / / G // 572 SF. X60% ^ \o // O
g PAD 198.40 /" 0.16 Ac. /// \ 0.11 Ac. \ / \ // / 1 �� `b,,13 Ac. �`fl F ' \ \
30X50' PAD 197.86 r 1 EP PAD 198.B6 \ / 213 / 19 Q // "• / �F
\ F 30:Y60%/ .y 91 1 3.71g A C F '% CD
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D 19821 .
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ryp / 30' 17,224 spy c"
30:Y60' , �,0' Y1 gk• 173 AASF. I 000gqSF. ' I I •:°.�:• \` I I 1 \
154 \ �e k1y 94 1 /\ 5,000 SF.
SF. \ / 1g \0.11 Ac. \ \ �30 X60 I O'X60'
PAD 19790� \ ,� \1� 1 x 9i\ / / �, \_ / I i I- i •`� \ \ II ] BLN=C-1874
5,000SF.\ k9 S11 AF\ '/V ,r/ \ _ ,126SF.' I PRO. / 1
\\ \ 0.11 Ac. \/ AD 194.95 \ \// ✓ \ ( p 1p qcj
IO 195.B5 ` Q 6y 30:Y60' \ ,( g I PAD 192.1.'� (�Mk• 171 /\ 1g 30�¢0' -� -J r
\ / 0.11 Ac' S' 227 k0• / \\ 156
1\ \/ �/ 19 / ALL DRAINAGE EASEMENTS OUTSIDE
all Aa ✓ / ' / / \ ��_yP --- -7 I \\ s / THE PUBLIC RIGHT-OF-WAY AND
196.03 30:Y60' \ / >.50.�
3ox60' PSE`� 0 170 ' g2 k' \ I ALL SCM'S WILL BE THE MAINTENANCE
° 625 S.F/ / / ' \l l \ 1 4J 1 ` RESPONSIBILITY OF THE HOA.
5,000 a13 AO / \ / \ \ \ 1 / 6,050 SF. \ \ /
0.11 Ac. \ V' / 0.14/Aa
00 \ P30'5?6� / HP 0• /
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\ / 8,,SB6 S. . k �' / c
1s9 �,r / / �Q / \ / /' J START WID 77� = 6
5,625 SF. $. / \ 0.20 A S6 Z
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0.13 Ac. \ / \ / PAD 1,1���,?W T N //� 1 / /
AD 196.06 00 AD 19 / C \ 4oXso' / l / END WIDTH = 17
30X60' 3 ' / ' \ / 179 \ I / S �A E O
\ \\\\ \/ / •� 60 19 \ 159 \ \ •y0 0/ / �( \ / /
e h6 h 168 / 5011 SF. \ \/ / 3 5,9.(5 S.F. ' I Q� LENGTH = 14 \
S.F. 0.11 Ac. "'�/"// / /
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X60' / 180 \ / Q�Z6 /• ��67 \ \ / / 5000 S, / 2
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\ \ \\ s \ ' PA 95.76 '\•Qii+ \ �5,131 S.F. /�9y S�� III \ 5,000 SF.\ / \ 101 Ac.\ /�-
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\ \ // dV4 Ac• \ + 0.11 Ac. \ / // ii 193.36 / / O
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/ ,/ •PAD 1935E 6 / // 0.14 Aa
ID 6. Y1 Za / PAD 1931 /��\ 30:Y6u / 1
30X6007 \ \%/ / / 30:Y60' 9 35 / \ ./
\ \ \ \ \\\ ' /115 • p5� , '9 `\ 5,625 S.F. \ ��/ \ \ 1 / + S•9� /� / \ /
\ \ \ \ \ s /0 So \ / \ / / \ / / Ss SF 926g 201\ �\ / 5,000 SF. �•o �:cu, 4D 5 '\ 13 Ac. /5,126 SF. •! •• ,\ O /
0.12 Ac. V
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5,626 S.F. /' \ / \5,0 0- F. / / 192 O
\ t \/ i� Q
0.13 Aa \/ ' \ .4 202 q
D 194.03
- � \ / - ! / � �/ 5,126 SF. \ � \ ' 5625 S. .
30 X60ID 65 �9� 00° //\ \ 1B5 \:Y60' S ti / / t192 /199 \ �� ' / U.
1 Z AC. /'\moo Z O // \ / \
\ \ \ \ \\\\ o \ , �A 0 X5016 \• \ \ / / 5,018 SF 1 'S,---S.F. � s r / 0. 13 Ac.
/\\/ 0.11 Ac. 30:Y60'
30:Y50' / \ �' 203
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0.13 Ac. ' \ PAD 12 Ar-
Z 3oxso' �C\ / \i \ \ / /o x /2 STICKS OF RESTRAINED191
187 \ 1 / G 1 / \ // / \ / 2041' x \
S.F. �9' 3 197 '/
'\ j9/ /' �QO / \ WGINTHRUS T COLLAR VALVE l/E �� / / 5,625 S.F. q \
h AU'' QJ / 5,128 S.F. i' \ o /
AD 19*
Aa 625 SF. // \ 0.92 Ac. J'��
3 G_ ° AD 193.B2 \ / / P 30:Y504/ , 4 I _ ' / , ' D. 13 A c. \ Q
188 YsV G / / PLUGGED AND TAPPED W/
\ / / / 30Xso' , \ / / i'� AD 194.22
o° / N 516255.. \`` / i� g6 / �, -\ ;o / '(\, 2"BLOWOFF , , O
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\ \\ O \ PAD 194.03 �5/ / PAD 194.40 \\ / O P R 0. PUMP t�\ \ \ 121 30 J(60' �j 30;Y50' / 1.M' / � Q /v ,
101 \\ e 93 �.I�q o 0
\\\ 1g+,.h S9 / ' STATION G 9 - 0
(SEE D-08) _ /
192
\ \\\ \ /5,625 y5�" \ 5,625S.F. / / / \ l 0,1,'f',yF,o •0.1'Y C'FF- t9 OO,c, gB0lO� / J. �
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_ / \\OUTLET \ / I 1 Cl G ✓�
PR07ECI70N
\
001°x �\9ti9 1 � j i� \ \\ J SCALE: 1 " = 30y /
1�(-_? / 1 I I 0 30 /� 60 75 90
ii
SEAL
PARKING -LOTGRADING19843 -
10 16 2
\ , ' SPACEi
PQ�' \� I GRADING PLAN
yG I TWO
\ \ / REVISIONS
,
� \ �,'
MAX GRADING WITHIN R 0 W /S 2. 0/U � ��- \ � � NC)
3/7/23 30% Plot Set
3/17/23 0%I Plot Set
I � ,
c1 \ I 9/11/23 Resubmittal
11/1/23 HRW Resubmittal
1/24/24 HRW Resubmittal
/C: METRO 3 PRESSURE ZO FILE NO. 2022-063
BOUNDARY. SEE D-07 F
SCALE: 1 " = 6O' / / �\ DETAILS ON CHECK VALVE I HORZ. SCALE: 1"=60'
_i' IN VAULT AND ADDITIONAL
/ \ VALVES TO SEPARATE THE I VERT. SCALE: NONE
0 60 120 150 160 ZONES.
- CE-24
MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORDS PURPOSE THAT PREVAILS. PROVERBS 19:21 i