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h� FUTURE loo <br />376 LF @ 0.60 <br />- - - 12 Storm Sewer - <br />Str. No. 61 <br />Sta: 4+32.72, 26 4' Lt. <br />Rim: 794.60 <br />12" IE N=791.81 <br />N <br />CJ1 <br />N <br />11.25° Bends <br />Anfield Drive N �' <br />(see sheet 13) o <br />\ 8" Water Main <br />149 LF © 1.007:7 <br />12" Storm Sewer <br />IQ <br />w <br />Str. No. 59 / <br />Sto: 6t81.1 , 12.8' Lt. / <br />�11' A im: 791.811 <br />12" IE W=788.90' <br />12" IE E= 7$4. 42 <br />45* Bends <br />'-FStr. No. 60 <br />Sto: 6+81.31, 166. ' Lt. <br />Rim: 794.00 <br />12" IE S= 789.53 <br />12" IE E=789.53 <br />IQ <br />N <br />N - - <br />I/ <br />-, " _F / , + <br />- - -Proposed <br />W Hydran <br />�t <br />F. 134 91' of 8 Assembly \ <br />7 <br />t. Propose <br />Hydrant <br />N �\ Assembly a, ` <br />N _ <br />00 <br />Str. No. �43 \ / r - 9 0 LF 011.00% \ \ <br />" \ <br />� � � � 2 �S�rm Sewer <br />_ _ \ Lr Sto: 3+96.55, 18.4' Lt. / i ( \ <br />Rim: 791.64 ��� � / - i� �i ���� ��� �� Str. No. 58 <br />12" IE E=787. 0 11.25° 22.5° ag i Rim: 790.60 V A <br />45 Bends Bend // - - ' GI i - 12" 1E SW=783.48 <br />\12 IE NE=782.48 V AV A A <br />00 <br />Sta 1+00.00 Grafton Court = _ - / ,(Ji-� \V A A <br />Sta 4+15.00 Anfield Drive 13 - - ' 6" So 'tar Literals T i� i A V A A <br />S r. 128 _ Y� �( YP )� _214- LF .@ 3. 00% <br />12" Storm Sewer V A <br />Water Ser 'ces (Typ.)oj <br />56 LF%® 0.50 <br />12" S-torm Sewer 1-82' of 8" - <br />Str. No. 42 PVC SDR @ 0.40%- __ -'Zoo, <br />- End Section <br />Sto: 4+55.39, 12.4' L t with 10 syds of riprop <br />Rim: 791.64 . N �, IE: 776.00 <br />- - -- <br />24" IE S=780.14 - / / ---H-- <br />+op 12" IE- W= 78 7.50 , - - - / / 6- - -- <br />24" IE E=780.14 _ 787 <br />788- <br />Anfield Drive <br />(see sheet 13) <br />:80 <br />795 <br />Begin Pro fil e <br />Sta. 1 +00.00-' <br />EI ev= 792.03790 <br />785 <br />HIGH PT STA: 4+16.67 <br />HIGH PT ELEV. 794.50 <br />PVI STA:4+00.00 <br />HIGH PT STA: 5+00.00 <br />HIGH PT ELEV. 794.17 <br />Ain crA • j;-Lrn fin <br />PVI ELE <br />: 793.92 <br />K:6 <br />.67 <br />K: 121.69 <br />L VC: 100.00 <br />- - - <br />- - - - - <br />- - - <br />p <br />- - <br />Str. 43 <br />8" Water <br />Main <br />- <br />Str. <br />9 <br />Str. No. 134 <br />Str. <br />No. 133 <br />Sto: 5+5 <br />.94, 6.0' Rt. <br />Sto: 2+90.87 <br />' Rt, <br />Rim: 793.60 <br />90 LF @ <br />00% <br />Ri <br />793.46 <br />8" <br />IE N=785.86 <br />12 Storm <br />3ewer <br />8" IE N <br />= 784.69 <br />8" /E <br />SE= 785.76 <br />O 00 <br />N <br />0) <br />N <br />c0 � <br />N <br />rn <br />.� o <br />n <br />rn <br />(p � <br />n <br />rn <br />� � <br />d= <br />rn <br />d- � <br />d <br />rn <br />d- � <br />d <br />� <br />I- <br />rn <br />CO � <br />n <br />0 <br />N � <br />n <br />rn <br />CO co <br />CN <br />0 <br />0) <br />0) <br />�rn <br />1 +00 <br />2+ 00 <br />3+ 00 <br />4+00 <br />5+00 <br />6+00 <br />7+00 <br />0 <br />795 <br />End Pro fil e <br />11--Sto. 7+41. 76 <br />EI ev= 791.39 <br />790 <br />Str. No. 135 <br />Sta. 7+56.41, 7.8' Rt <br />Rim: 791.15 <br />LJ 8" IE S: 786.83 <br />780 <br />3( <br />qm 74-n1 1 27.3' 1 f <br />End Radius TC: 791.75 Cul -De- Sac Detail <br />G: 791.42 Grafton Court <br />Scale: 1 "=30' <br />Curve Data Table <br />Curve <br />Radius <br />Length <br />Chord <br />Bearing <br />ongent <br />Delta <br />C23 <br />200.00' <br />112.90' <br />111.40' <br />N1631 '14"W <br />58.00' <br />32 20'32" <br />C24 <br />200.00' <br />114.59' <br />113.03' <br />S16°16'427' <br />58.91' <br />.32*49'37" <br />mmmfts <br />Storm Structure & Casting Information (for this sheet) <br />Str. No. <br />Str. Dio. <br />Casting & Grating <br />42 <br />48" <br />R-3501-L 1 A <br />43 <br />24" <br />R-3501-L 1 A <br />58 <br />48" <br />R-3501-L 1 A <br />59 <br />48" <br />R-3501-L 1 A <br />60 <br />48" <br />R-2560-C <br />61 <br />24" <br />R-2560-C <br />All Casting Numbers Reference Neenah Castings. <br />Approved Equivalent Castings May Be Used. <br />°oin t <br />'90.93 <br />90.60 <br />Sto 3+82. 14' Lt <br />End Radius <br />TC: 792.31 <br />G: 791.98 <br />Sto 1+19.6, 19.6' Lt <br />19' <br />Rod. Back of Curb <br />Mid <br />Radius <br />TC: <br />791.98 <br />G: <br />791.64 <br />Sta <br />1+33, 14' Lt <br />End <br />Radius <br />TC: <br />792.05 <br />G: <br />791.72 <br />Grafton Court <br />Sta 1+33, 14' Rt <br />End Radius <br />TC: 792.05 <br />G: 791.72 <br />19' Rod. Back of Curb <br />Sta 4+48, 14' Lt <br />End Radius <br />TC: 791.90 <br />G: 791.57 <br />Intersection Detail <br />Grafton Court & Anfield Drive <br />Scale: 1 "=30' <br />Developed By. <br />Allen Edwin Homes <br />2186 East Center Street <br />Portage, MI 49002 <br />SCALE: 1" = 50' <br />0 25 50 100 <br />C 0) <br />O T <br />W <br />� 0) <br />> a <br />O o 0 0] <br />O O <br />V <br />_U <br />U <br />N <br />O c � <br />� <br />o <br />o 0 <br />w <br />Z <br />-0o <br />E <br />v O <br />O O <br />�00 V U <br />N N <br />0 <br />r 'n I.- o <br />M <br />Z <br />O <br />Q <br />V- <br />� <br />H <br />Z <br />LUt=Z_ <br />Q <br />tnZ�� <br />0z <br />QOV <br />Z <br />CL <br />Z <br />W <br />Q <br />tW <br />m <br />QUO= <br />LU <br />0 <br />0 <br />H <br />J <br />U <br />w <br />O <br />a_ <br />w <br />LU <br />w <br />DRAWN BY: <br />DEF <br />DESIGNED BY: <br />RAD <br />PM REVIEW: <br />SDR <br />QA/QC REVIEW: <br />DATE: <br />2-21-2024 <br />SEAL: <br />LIIS /►/V�����i <br />i <br />��\ ST ERFo % <br />:No. PE199001631 <br />STATE OF <br />lllllllll► <br />SIGNATURE: <br />DATE: <br />3-4-2024 <br />SCALE: <br />HORZ: 1" = 50' <br />VERT: 1" = 5' <br />ACI JOB # <br />23-1875 <br />SHEET NO. <br />15 of 22 <br />