Midwestern Engineers, Inc. Plan Preview

LOCATION DESCRIPTION z FLOW LINE "' LU 0 "' re: :;: U :i: ::, I MANHOLE, INLET, f-- UJ f-- COVER z f-- LU B, 1.9 $ LU SIZE 1.9 UP DOWN CL LU f-- VJ t{' � CATCH BASIN, OR z zz � "' t:: V) I w -w ::, STATION 1.9 0 CL SPECIALTY _, 0 _, V) STREAM STREAM UJ f-- "' 0 UJ _, c2 u CL STRUCTURE AND UJ u - 0 ::, CL - "' TYPE > MIN MAX f-- FT IN. LFT LFT FT FT ELEV. ELEV. 10 0+37 X 11.0 12 2 INLET J-10 209.0 5.05 6.15 402.63 400.86 11 0+37 X 11.0 12 2 INLET J-10 22.0 5.04 5.53 403.50 403.00 20 2+45 X 11.0 18 2 INLET J-10 43.4 4.65 4.7 400.76 400.39 21 2+45 X 11.0 12 2 INLET J-10 22.0 4.45 4.9 401.49 401.04 22 1+85 X 11.0 12 2 SLOTTED DRAIN 25.0 0.49 1.04 405.85 405.00 30 2+89 X 11.0 24 2 MANHOLE C-4 37.7 5.66 5.82 400.39 400.10 31 2+91 X 38.8 12 2 INLET E-7 28.0 2.94 4.66 400.81 400.39 40 3+26 X 8.5 MANHOLE K-4 50 3+59 X 9.2 36 2 MANHOLE J-4 33.0 3.37 4.6 400.26 400.10 51 3+59 X 11.5 12 2 INLET J-10 20.7 2.9 3.24 402.79 402.58 52 3+59 X 28.7 12 2 INLET E-7 19.6 2.43 3.69 402.39 402.19 53 3+87 X 22.9 12 2 INLET E-7 28.7 2.1 3,3 402.53 402.39 55 4+03 X 10.0 36 2 36"x48" INLET 44.0 3.1 3.37 400.49 400.26 wrTYPE 10 CASTING 60 5+35 X 10,0 36 2 MANHOLE J-4 132.0 2.49 2.96 401.35 400.69 61 5+36 X 11.D 12 2 INLET J-10 21.0 1.9 2.23 404.09 403.88 62 5+33 X 34.3 12 2 INLET J-10 24.4 3.28 3.92 401.85 401.52 63 5+63 X 34.2 12 2 INLET J-10 29.9 1.55 1.92 403.63 403.33 64 5+63 X 42.2 12 2 INLET J-10 8.0 1.98 1.98 403.91 403.83 70 5+86 X 10.0 36 2 36"x48" INLET 51.0 2.31 2.44 401.80 401.55 w{fYPE 10 CASTING 80 6+84 X 10,0 36 2 36"x48" INLET 97.7 2.24 2.57 402.49 402.00 w{fYPE 10 CASTING 81 7+38 X 11.5 15 2 SLOTTED DRAIN 4.1 0.72 1.01 406.28 406.00 90 7+43 X 10,0 36 2 36"x48" INLET 59.0 2.36 2.56 402.98 402.69 w/TYPE 10 CASTING 91 7+52 X 11.0 12 2 INLET J-10 22.9 2 2.3 405.71 405.48 100 8+81 X 12.2 30 2 MANHOLE J-4 138.5 2.86 4.36 403.87 403.18 101 8+81 X 11.0 15 2 INLET J-10 23.2 2.51 3 406.82 406.59 102 8+81 X 32.8 15 2 INLET J-10 20.6 4.97 5.13 404,57 404.47 103 8+81 X 41.8 12 2 INLET J-10 9.0 1.71 1.74 408,19 408.10 104 8+59 X 32.7 12 2 INLET J-10 22.5 4.8 5.15 404.99 404.77 105 9+39 X 10.0 12 2 SLOTTED DRAIN 8.0 1 1.64 409.10 408.30 106 8+30 X 11.5 12 2 SLOTTED DRAIN 26.9 1.08 1.86 407.96 407.83 110 9+89 X 10.5 24 2 36"x36" INLET 107.7 4.78 5.31 406.47 403,78 w{fYPE 10 CASTING 120 10+80 X 11.0 24 2 36"x36" INLET 90.9 4.69 5.61 408.94 406.67 w{fYPE 10 CASTING 121 10+80 X 11.0 12 2 INLET J-10 22.0 2.85 3.18 412.75 412.53 130 11+29 X 11.0 24 2 MANHOLE C-4 49.0 5.41 6.23 410.36 409.14 131 11+29 X 31.3 12 2 INLET J-10 42,3 5.43 7.09 411.41 410,56 � 132 11+29 X 33.5 12 2 INLET J-10 22.4 4.83 5.02 412.90 412.68 a 133 12+47 X 11.5 12 2 SLOTTED DRAIN 18.0 0.49 1.6 417.59 416.15 w 140 12+50 X 11.0 12 2 INLET J-10 121.0 4.68 5.21 416,54 412.66 141 12+50 X 11.0 12 2 INLET J-10 22.0 2.9 3.75 418.85 418.00 " " 00 150 14+40 X 11.0 12 2 INLET J-10 190.0 5.01 6.01 423,95 416.74 151 14+40 X 11.0 12 2 INLET J-10 22.0 4.9 5.17 424.28 424.17 z w � w 0 �a� ww � " w' ,., w 0� w' " " �� C �8 "m z ::,,� ' � JI � N • ON N - � '2 ---- gg Q ':l' I ,� � �� c ---- 0-j -" • oa u ·� ., �8 • • < .. zZ < o-, � Q �� � :r aY j5 N ££ , . <a STRUCTURE DATA _, _, UNDERCUT - CL _, _, .. C'• ;:;; 1.9 z � N u: u: 0 C' · i1: z UJ 0 .. -- CL UJ UJ LU UJ "' "' 0 UJ 0 UJ 0 CL Si - - c< CL c< CL u u UJ f-- UJ ::;: - C' · VJ C' · - CL _, f-- �� �� <( .,. <( V) z VJ C' · UJ C' · "' LU <( _, 0 0 t:; l3 V) t:; l9 M _, LU 0 <( UJ z _, 0 <D LU <D LU re: LU LU � � f-- u u u _, u _, <( LU Vl _, CL - z �F W CL W CL <( UJ "' CL - 1.9 pH ::, _, ::, _, ffi � ffi � <( CL c< S,, � � I=:• CL > CL c< LU :;: - I:': � I:': � > W CL 0 "' V) U LU :;: l9 :;: l9 � LU <( � <( "· � 5 <( ::, UJ ca :;: 0 l9 0 l9 LU r-, V) CL VJ 0 VJ u VJ u $ u u <( u <( f-- C' · UJ "' LU f2 i'li i'li 0 0 X 0 C' · > UJ w LU C' · l9 e, w � _, _, "' CL CL 7 IN. ? IN. 1.9 "' VJ IN. ELEV. YRS CYS CYS CYS CYS CYS. TONS TONS TONS SYS TON 409.64 2 182 409.64 2 40 407.04 2 60 407.04 2 34 408.10 2 7 407.77 2 87 404.93 2 29 407.91 2 406.82 2 84 406.79 2 20 405.65 2 20 405,23 2 20 406,86 2 80 401.55 2 149 407.09 2 13 406,81 2 26 406.81 2 13 407.07 2 9 407.46 2 69 408.27 2 109 408.91 2 5 408.76 2 75 408,81 2 14 410.95 2 151 410.69 2 21 410.91 2 42 411.19 2 8 411.12 2 38 412.39 2 6 409.81 2 11 413.51 2 143 416.70 2 129 416.70 2 20 418.75 2 101 417.94 2 68 418.90 2 37 423.11 2 7 422.86 2 102 422.86 2 22 430.28 2 165 430.28 2 38 SCOUR PROTECTION .. 0 C'· CL = C'· � VJ LU f-- z CL LU CL CL _, � - � ;:;; - "' re: C' · CL C' · f-- CL C' · GS <( _, w_ GJ "' V) f-- "' VJ Q CL "' ::i UJ -l9 "' u SYS. TONS TONS VJ VJ ::i u I:': - VJ LU c< � tr' u - z <( 0 u CYS z z 0 0 UJ re: E 6 u :;: LU UJ GRATED BOX END SAFETY METAL END LU CL V) VJ "' z 0 SECTION SECTION - z UJ LU 0 CL - LU LU CL 0 CL - - > CL LFT LFT EA. TYPE SLOPE EA. TYPE SLOPE EA. • u t:: i-,,,,c I:': VJ 0 f-- CULVERT REMARKS f-- ASSET ID u UJ z z 0 u 20 10 30 20 20 35' SLOTTED DRAIN PIPE 40 30 CONNECT TO EX. 36" PIPE 40 CONNECT TO NEW 36" PIPE so 52 50 so 60 60 62 63 60 70 80 50' OF SLOTTED DRAIN PIPE 80 90 REV1SIONS 90 100 100 102 102 100 50' OF SLOTTED DRAIN PIPE 101 25' OF SLOTTED DRAIN PIPE 100 110 120 120 130 130 130 130 140 140 BID SET 150 C 2023 Midwestern Engineers. Inc. 802 West l:lro:idw"y Sln:<>t P.O. 130.x 295 Loogootr�. lndimrn 47553 DATE JUNE 2023 DESIGN CWR DRAWN DRK Q.C. CHECK PROJECT NUMBER 2021012-04 22 22 OF 27 STRUCTURE DATA TABLE I FlLE NU.BER I 43217 Do Not Use Plan Previews for Take Off