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SW6231106_Plansheet - Grading/Drainage Plan_20240228 (6)
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O L'�193,6 ao°0 /\ \ / 165 /. t - 92 199\ F \ 5 000 sF \ P 000 IF \ \ \ TC,19 54 /` / / \ / \ ✓ NV UT '1 / \ \ 0.11�0. 0.11 Ac. e \ / (3,6) V / \ � 18 / \ `c \ \ � � / �� / \ , \ / INV T \ \ \ \ Ss 117 �c 0.14 A \ t ,yam// \ \ \\ \\ \\ \ / \2h• 5,000 SF. �\ \ y0p / \ /'� 166 y� > '(EP O /' \ /19B // \ ! ' \//" /5,126 \ / \ / / \ 5,625 SF. \ `� / 0.12 Ac. _ 3.4 RCP \ >1 h / \5,00o SF/\ \/ 0,t 5x ' \ / / c. C� 19 c� / J 7� 1� 0.13Ac• \ \ / �'\ �p NV1IN�86,48 23 LF ® 0.5% qq_�\ \ // \ � 1F 187 \ / L / \ \'- // \ \ // \ / Y ,`y/ 204/ x G al�E,�$k,i*EO > k\ -G\ G�-y ) / •'\5,000 S.F. ` / p,'" J �\ �,,�g 197 \ '// ! / 17) \ \�\ ��/ / 0.11 Ac \/ " OQ C \' -25 SF. \'AC,O \ \ �// \ \ /' �� D.'12 Ac. =1 /NT YU 6" GATE VALVE 0.13 Ac.-TC 7 COLLAR )INV ❑UT 9\ 2,1� ��\ \ k° p '6\x\ / /' ItUT=1 `y Q /'PLUGGED AND TAPPED W/ AV/11s \ ` � T1T=186,30A � 5,625SF \' \� l`P / .1 9s \� / \ �!�/ \ � /' / �\ 2"BLOWOFF � O \ \ \ \ \ \ \ \ \ S. 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"yG4 �\ II)Y\/ IN=181,70 (gyp / � \\ \v I �\ CB 25A 54" RCP 18' CP\iQ LF,°° TC=191,71 �58 LF ® 0.5% W/ \ V IN=187,90 \ \I ❑UT= 187.70 CB 2%. �' J / / I �11111111///i TC=9 \ `� / 1 I �} °°°° CA NV IN=18 IIN / 2.41/ \ / ice'' �'/ - Ess FES \ --� rr��`' \ Avg / �i� L�� � i� -�` - - - - - - - - - - - - :_� '��F lOti9'•?9 IN=188,8 \� \ d -- \� �'/�' r I , ice' / t i iii� �✓ �\\ _ SEAL II \\ \\ �' I 19843 / 10AlpN 1, '17CHAELS /�------ / / \ s'''{ 1111111111%°°° iORE X _ _ F , SPACE ' ` PQ�' \\ I DRAINAGE PLAN TWO REVISIONS \Q� 3/7/23 30% Plot Set ,--�- \ i '\ ( \\ I 3/17/23 50% Plot Set c\ \ I 9/11/23 Resubmittal 11/1/23 HRW Resubmittal 1/24/24 HRW Resubmittal /� ;f % , /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. MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21 - - -