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HomeMy WebLinkAbout1.08 Proposed Drainage PlanGRAPHIC SCALE 50 0 25 50 100 200 50MH-21 SD -M21 WC POND A 1 TYPE L RIP Rtl D50m: 9" LENGTH: 6' ,WIDTH: 6' THICKNESS: 15.75 ( IN FEET ) 1 inch = 50 ft. SD -M20 TYPE L RIP RAP D5o4: 9" LENGTH: 6' WIDTH: 6' ¥THICKNESS: 15.75". TYPE L RIP RAP D500: : LENGTH: 6' WIDTH: 6' THICKNESS: 15.75" 0.78 ACRES CN = 77 \' 0.50 ACRES Ij T CN = Ss S_.. rtj PR -B2 0.52 ACRES CN = 89 TYPE L RIP RAP D so0: 9" LENGTH: 6' WIDTH: 6' THICKNESS:15.75" U wur ZfrOF >OUJ ctoYD cc¢w aOjwW wOCI UZ mO C&IL 1E w w c U 0.73 ACRES CN = 72 SD - MB7 DP -A3 1, SD-MB8 REVISION 0.27 ACRES CN = 86 2.31 ACRES CN = 85 ;SDMH-87 EX -081 0.36 ACRES ON = 65 -UD-A e\ PR -A10 0,27 ACRES CN = 80 0.70 ACRES CN = 82 , --n 0.28 ACRES CN = 80 D='A4 -i ;,----SDMH-B5 .SDMH-OS3 -T SD-MOS2 0.35 ACRES CN = 84 \\: DP -M2 SD -056_ ,I PR -B8 4.09 ACRES CN = 60 SDMH-B4''•. SDMH-2 INLET -A5 EX -082 DP -A5 2.13 ACRES CN = 80 0.39 ACRES CN = 68 • EXISTING INLET! EXISTING INLET INLET -A6 DP - A6 SD -A5 PR -A5 0.11 ACRES CN = 98 EX -0S6 0.66 ACRES CN = 89 SDMH-B10 PR -B7 2.26 ACRES CN = 68 PR -A6 0.46 ACRES CN = 69 PR -B6 EX -0S3 1.61 ACRES CN = 75 Fj=M7 SD -M7 I!7 O ❑ N N SCI❑ r0 0 0 N a 161 ❑ 0 0 4 U N Z c ▪ ton dr, tem pa ZU) Z 0, ":5i l W W1 ON Z " r� a i& J la Z VSID_ W aC4 Icil /" WO WN re }PI ww01 ▪ NO .O CO Za Wa O W • m U I. = v a EX -0S4 1.45 ACRES CN = 93 PR -C8 0.18 ACRES CN = 88 DP -C1 SD-MC6 -INLET-C1- DP -08 r SD -C8 DP -C9 0.72 ACRES CN = 69 PR -C9 0.41 ACRES CN = 71 CONCRETE RUNDOWN W/ sIPRAP AT BOTTOM OF POND, /". Ir7/ DP -05 0.35 ACRES CN = 86 SD C4 INLET -C4 EX -0S5 TYPE L RIP RAP Da: 9" LENGTH: 6' WIDTH: 6' THICKNESS: 15.75 0.38 ACRES CN = 80 11i TYPE L RIP RAP D500: 9" LENGTH: 6' WIDTH: 6' THICKNESS: 15.75" r SDMH-05 ` 0.93 ACRES ON = 79 Lc) 0 Ln r 0 0 G_ DP -C3 /PR -D1 PROJECT NO. SDMH-C7 7 2051019.00 P"ELIMINA 5-05 • 0.66 ACRES CN = 80 TRS ■■ STC LINE 'SEE/ SHEET -. 2 ■ ■ ■issigni.NN ■ DR -1 ■ ■ GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. -.EXISTING IRRIGATION PIPE iii) HDP—D3 ' 5935 —TYPE L RP RAP --`- 5930 SD—D2 `D100: 9 —TYPE L RIP RAP �I _.....- LENGTH. 6' 5DsoO: 9" WIDTH: 6' '5930 LENGTH: 6' INLET -02 -""'THICKNESS: 15.75 ''Sg3 _ WIDTH: 6' P—D2 WO POND D1— — S THICKNESS:15.75" .79 ACRES CN = 65 EX -087 SD—D4 14.33 ACRES CN = 85 DP — D4 EXISTING IRRIGATION PIPE\ SD—M20 SDMH-20 SDMH—D5 SD -M19 1.45 ACRES CN = 65 PR -D6 1.11 ACRES CN = 69 PROJECT NO. 2051019.00 1.71 ACRES CN = 58 TiLINE SEE SHEET DR3 = 67 .11N N•1•11111111.111 MH-OS11 PR -D35 TCHLINE SEE SHEET DR3 • \ • N ■. III ark,� ■■mail.■■■ GRAPHIC SCALE 50 0 25 50 100 PR -D34 0.54 ACRES CN = 68 ( IN FEET ) 1 inch = 50 ft. MH -059 PR -D31 SDMH-15 0.55 ACRES CN = 82 EXISTING IRRIGATION PR -D30 0.38 ACRES CN = 71 PR -D28 0.24 ACRES CN = 77 PR -D26 0.65 ACRES'N., CN = 75 PR -D29 0.35 ACRES CN = 73 N INLET -D30 SDMH-13 PR -D24 PR -D27 SD -D29 0.45 ACRES CN = 78 DP -D30 1.40 ACRES CN = 69 SD -D30 0.04 ACRES CN = 98 DP -D29 PR -D32 0.15 ACRES CN = 84 : DP -D33, PR -D15 0.14 ACRES CN = 85 DP -MDI IDP D25 SDMH D26 ("" lc lk, �a r •_ DP D18- SD -D18 D 016 SD -D 26 00, on �S.J- - Ill 1 = 5N2 A 78 S �.'�- gip_ * 11_. INLET -D18 . _ � I \ \ k1IIL I � 1 I A' PR -D22 UD -20 PR -D23 0.58 ACRES CN = 74 SD -D16 PR -D33 0.35 ACRES SD-MDf! • PR -021 0.33 ACRES CN = 75 PR -D19 1.04 ACRES CN = 75 V ;N N UD- D19 PR -D18 0.96 ACRES ON = 71 PR -D17 1.67 ACRES CN = 72 is L N 'N /DR2.DWG re Z � PO N Uct �O 10�� 00 (\I Z :cc po Psi co JZ CO O w <0 m U ' re 0 r, zmop o o uJ � Z<uJ maw innzo NpF� wOOZ 7OaO mOQO Nu—e -JX QILIZ U D NO. DATE REVISION BY "1 520 m 1) u 1) W CC 10 0 N In N LL . - ' to zU N m 1..1 8 U LiON dm met em Z Om m a wM i±1 i1b Z LLtc�tc}}7� UnU �0 - 101 z1C ILI to 5 IL ra) Eta zZz cri Zwa 1 X Omm ca 3 V g N _ ^ w z 0 J < a J 0 W 0 J� W� 4 U- p Z Z - I -— adz kd = Mra rat 0o O G cto IX W in mal Li O Q O 0. PROJECT NO. 20510 1 9.00 DR -4