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t. <br /> rj <br /> CULVERT LOST <br /> STATION EXISTING PLACE PLACE FLOW LOCATION PRIVATE BUSINESS ROAD REMARKS STATION EXISTING PLACE PLACE FLOW LOCATION PRIVATE BUSINESS ROAD REMARKS <br /> 12 C.P. 12 C.M.P. LINE DRIVEWAY APPROACH APPROACH 12 C.P. 12 C.M.P. LINE DRIVEWAY APPROACH APPROACH <br /> /e" + /9' /2" r 52" <br /> 0+ 16 CMP Rt. 38+ 29 C,P 49' ' <br /> 66 Lt. <br /> 0+ 22 - P' 30' L t. 27' 38+ 83 C.10. 15 <br /> /e"• l6" 39+ 32 8' • 15' 15 Rt IZ" <br /> 0+ 58 18" Rt. 15 C.P. <br /> C. P. <br /> 0+68 8". /5' 15 L t. 12 39+ 45 18' Lt. 15' <br /> C.P, P. <br /> 1 + 72 eC= e 18, Lt. 15 39`60 6' 3 <br /> R <br /> /0'• 33' 40R t X Acrods Anteros Ave. 40.09 /2'x 30' 4 L t. X y Ave- <br /> +82 C.M P 40+4A C.Mio QACtoss Anthon/2" x A'. 40' Lt. X Across Anteros Ave. 40.09 /0 x4O40 Rt. X Across Anthony Ave.*82 C.MR 4049 C.M. P.31 b". Is' 15" Lt. 12 " 4o-4s /0' . /08' 1d8' Rt105" <br /> c. box 41.57 C. P.29 /5"` /2 15" Rt. 12" 41 + 95 /°" " /7' 18' Rt. I5' <br /> c,P C. P. <br /> + /0'x 38' 42.68 4 0" R t. X Across The/me Ave. <br /> 4 +41 CP 39" Lt 36' 43+28 <br /> + 6" • /5' 42+88 Lt. X Across The/mo Ave. <br /> 4 90 ti sox 15" L t 12" ag+EB 4 O" <br /> 5 +04 p/onk 2 1' R t. 18' 44. 14 -- CP 15 R t. 12" <br /> 5+465+86 /c.MR 40 Rt. X Across Hinfrley Ave. 44.43 7j P4 15 Lf. I2 <br /> 5 +46 /2"• 37' 9"x23' <br /> 5+86 CMP 40 Lt. X Across Hink/ey Ave. 44+74 COW24' Lt. 21' <br /> 6+46 /2C.P/ 33" Rt. 30 45+62 cv 18 Lt I5 <br /> 6.75 2C. P 9 30" L t. 2 7' 45•746.I0 46' R t. X Acrose Wo/her Ave. <br /> /2"• 2/' 43.72 <br /> C. S.- .5,00. 48+/8 <br /> 7+38 c P 21 Rt 18' afi-18 46 Lt X <br /> Across Wa/ker Ave. <br /> 7+70 6C• 12 12' Lt, 9' 48+147+Iz / CP4 96' Lt. 93' Place Drop Inlet Sta. 46.18 <br /> 8+b0 /0"x42 40' Rt. X Across Olive Ave. 47+70 15' 12' <br /> 8.90 CMP <br /> 8+50 /2"136' 40 Lt. X Across Olive Ave. 48.25 s/P6 18' Lt. 15' <br /> e-90 CHP <br /> /O•" 6. 48*72 Lt. IS' <br /> 9+37 6' L t. 3" c P 18 <br /> C P <br /> 9+49 sPY 18' Rt. 15' 48+85 ecP6 18 Rt 15' <br /> 9+76 /O x 2O 21" L t 18 49+42 d"4 /6' 18' Rt. 15' <br /> CMP CP <br /> 10+21 /0", /41,91 Ploce 49+44 Ploce Drophle Ste.(0.80 41 11+53 10'. 14, 15" L t. 12' <br /> 11-93 C.P 132 40' Lt. 137" Across ore Ave. /P <br /> 10+58 l2"• 02' Ploce Drop Inlet Ste. II-50 8'• /6' <br /> n+90 c.P. 92' 40 Rt 97' X Across Oro Ave. 49.85 CP 18' Lt. 15' <br /> 12+80 15' Rt 12' 49.94 a •28, 30' Rt. 27' <br /> /p CP <br /> IZ+87 9,./6, 18' Lt. 15' 50.33 eco5 15 Lt 12' <br /> W-8ax <br /> 8' • /6' <br /> 13+20 /2�P9 21' Lt. 18 50.68 CP 12' <br /> 14+00 /o"x 52' SP* Lt. 48' 50.86 a-. 2" 42' R t: 2 I <br /> C. P. <br /> CP <br /> 14+5r /0".40' 40 Rt. X Across Ade/bert Ave. 50.91 al. ,.18 Lt 15' <br /> 14-91 CMP <br /> la+s1 /2'x37' 40 Lt. X Across Ade/bert Ave. 51.41 6"x 2/ 21 Lf. 18' <br /> 14.91 CMP CP <br /> 15+28 chip 9 Lt. 6' S1+7T CP IS' Lt. 12" <br /> 15+6Z BCP 18 Lt. IS' 51+79' 8CP6 IS Rt IZ' <br /> 16+02 /0'r 75' 146" Rt. 143' 52+25 a"p 6' Rt. 3' <br /> 17+4 CP <br /> 17+48 /2'. 30 a'• la' <br /> 17-gg cMp 40' Rt. X Across Gertrude Ave. 52.44 CP 21 Lt. 18' <br /> 17*49 /0'x38"' b2.71 8. 27' <br /> 17.86 cMp 40 Lt. X Across Gertrude Ave. gg,17 CMP 46' Rt X Across May Ave. <br /> /0,- ,20, 8-- 47' <br /> IS+09 CP 21 Lt. 18' 53+00 CP45' <br /> 18.58 BCP° ZI" Lt. 18' 53+B6 eCa s' 108' Lt. 33 <br /> I8-95 /t"•//4Place Drop Inlet Sta.20-08 8'. 14' <br /> 20.08 CP 113 ' Rt. 111 53.87 CP 15' Rt. 12' <br /> 20.08 /0"x2e' Place DropInlet Sta 20.58 6's /7, <br /> zo-58 CMP 50 Rt X Across Shveioir Ave. 54.05 CP <br /> 18' Rt 15' <br /> 20+se a"• 2/" 117' Rt 20' 54+25 8"x s IB' Lt. 15' <br /> 21-75 C. R <br /> eo+a3 50' Lt X Across Sinclair 54.48 ecxP7 27' R1. 24' <br /> 20.7 <br /> 21 +50 8/P 15" Lt. 12' 55*38 ecP3 15' Rt. IZ' <br /> d" /2' 10-. 26,21+98 CP 15' Lt. 12' 55-49 CP 2T' Lt. 24" <br /> 22+48 <br /> 8 , 15 15 Rt 12" 55.83 /�P a 15 Lt. 1 2' <br /> C. P. <br /> 22+54 ecv Lt 12 56+91 -CP <br /> - 6' Rt. 3' <br /> 23.1140t 56+9z B rA 6' Lt. 3' <br /> -51 RX Across Coo/idge Ave. C p <br /> 23-II 8'•36" 66• /0'x95' <br /> 29-51 CMP 40' Lf. X Across Coolidge Ave- S7-48 CMP 60" 1 Rt. X Across Cardlno/ Ave. <br /> 23+99 15' Rt 12' 56• /0"x81' 60 Lt. X Across Cordia/ Ave. <br /> 57+48 CMP <br /> 24 +45 9"r le' 18' Lt 15. /O"•/oo' 102' Lt. 97' Place Drop Inlet Stn. 57*51 <br /> C. P 58.53 CP <br /> 24+55 ® c pe Is Rt. 15' S7+5158.81 C P/" 130"Rt. 127h Place Drop Inlet Sta. 57+51 <br /> 26+30 58+65 18' Lt. 12' <br /> 26.92 15" Rt. I t' 58#92 15' Lt. 12' <br /> 26.96 ec•Ps 15 Lt. 12' 59.47 15' Lt 12" <br /> Z7+52 /O.P2 15 Lt 12 59+62 15 2 <br /> Lt 1 <br /> 26+55 a-- 15 15' Lt. 12 59.90 15' Rt. 12 <br /> 28-8 29-07 40 Rt. X Across Dawes Ave. 60.03 10,120, 21" Lt. 18 <br /> L8+67 <br /> 2sro7 Lt /O"x /8'X Across Dawes Ave. 60.2$ CP 18' Lf. 15 <br /> 29+25 Lt. 12' 60.48 15' Rt 12' <br /> 29+95 6" 3 60.78 CP 15' Lt. 12' <br /> 29+806T P° 12 Lt- 9 60+95 e�P/ 15' I Lt. 12 <br /> 30*26 eCP 12' Rt. 9' ®CPe 5T' Rt 54 <br /> 30+58 CP° 12 Rt. 9' 61 +21 15" Rt. 12' <br /> 30.84 8"x /e, . e'x 9i 39' Lt. 36" <br /> CP Lt. 15 62 11 CP - <br /> 31+40 6" 3' 62+29 /2/ v 4 15' Rt. 12 <br /> 3t-5 31+95 40' Rt. X Across Wagner Ave. 62+6Z /CPB 18" Rt 15' <br /> 31+55 /O". /2' <br /> 3t-95 40 L1. X Across Wagner Ave. 62.79 CP is, Lt. 12' <br /> 32+56 15' Lt. 12' 69.2s /o'x Is4' 156' Rt 153 <br /> 64+80 C P <br /> Nw a <br /> 33+06 15 Rt. 12' 63.48 /CP 15 Lt 12' <br /> 33+25 15' Lt. 12' 64.064.33 a- 30' Lt. 27' r <br /> 3a-996"x 8' W - D <br /> 34. 40 Lt. X Across Oe/ Mar Ave. 65+12 CP 6' Lt 3' o to <br /> as+ss 40 Rt. a X = <br /> 4+ X Across Dal Mor Are. 65+45 15' Lt 12' <br /> 34.40 /p"x23/' Place Drop Inlet St34.40 + B"• /2' t zT Z <br /> 36.71 CP Rt. 65a. 94 CMP 15' Rt. 12' <br /> or <br /> V m <br /> 37+00 <br /> 7+ao CP 234 40 Rt. 231 X Across Adrianna Ave. 66.69 /p 15' Rt 12' _ CO) <br /> D <br /> 37.00 /0'•36' 40 Lt. X cross Adrienne Ave. 66+79 <br /> c P 15 Lt 12 n m <br /> 97.40 <br /> 0 1 <br /> 37+80 6Lt 3' 67.268.56 /0 <br /> CP33 135 Rt. 132' " Oy <br /> 68o0457'57' Lt. 54' o <br /> u 0 O <br /> 68.88 /SMP 15' Lt. 12' y� ~ <br /> I <br /> TOTALTOTAL 3821 1534 <br /> 3 <br />