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to 5+54.95 Allerton Drive <br />Curve Data Table <br />Curve <br />I Radius <br />Length <br />I Chord <br />I Bearing <br />Tan ent <br />Delta <br />C17 <br />1000.00' <br />222.99' <br />222.52' <br />N06°02'19"E <br />1 111.96' <br />1 12°46'34" <br />:ii <br />795 <br />FM <br />785 <br />M <br />FUTURE SECTION 3 <br />HIGH PT STA: 6+50.13 <br />HIGH PT ELEV. 796.61 <br />PVI STA:6+87.57 <br />PVI ELEV. • 796.23 <br />K: 46. 797 <br />Rumford Drive <br />(see sheet 1 1) <br />8"x8" Tee and <br />Gate Valve <br />rZ1 sal <br />Sto 4+46.00 Rumford Drive <br />Rumford Drive <br />e <br />(see sheet > 1) <br />LOW PT STA: 8+25.00 <br />LOW PT ELEV. 793.70 <br />VI ELEV. 793.9 <br />K: 47.34 <br />---- <br />Be in Profile <br />'- <br />--- <br />Sta. 6+ <br />0.13 <br />—0. <br />Oq+ <br />Elev=7 <br />6.61 <br />'— <br />----- <br />Str. 48 <br />— — — <br />8" <br />Water Main <br />Str. No. 130 <br />Sta: 7+0 <br />.78, 6.0' Rt. <br />Rim: 795 <br />55 <br />" IF N='786Di <br />Stol. <br />Sep <br />0 <br />d <br />0 <br />00 <br />00 <br />o <br />0 <br />o <br />;d <br />O <br />d <br />o <br />:, <br />i <br />� <br />DO <br />0) <br />co <br />�rn <br />C <br />-;rn <br />( <br />-;rn <br />00 <br />0 <br />1 +00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />6+00 <br />7+ 00 <br />:E <br />ON End Pro fil e <br />"'—Sto. 8+51.87 <br />El ev= 793. 87 <br />790 <br />785 <br />Water Main Below <br />-n Sewer, Maintain 18" <br />ration Minimum <br />780 <br />')775 <br />Storm Structure & Casting Information (for this sheet) <br />Str. No. <br />Str. Dia. <br />Casting & Grating <br />» <br />47 <br />48" <br />R-3501—L1 A <br />48 <br />24" <br />R-3501—L1 A <br />All Casting Numbers Reference Neenah Castings. <br />Approved Equivalent Castings May Be Used. <br />Mid Radius <br />EP: 796.57 <br />n" /1-----.-1-J A------.1- A1- c7 -- <br />Intersection Detail <br />Fen wick Drive & Rumford 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 />70 <br />> o <br />W P <br />i 7 7 <br />CLN N i <br />Q <br />Z <br />U <br />w <br />0 <br />W <br />CL <br />> 10 <br />m-0 E <br />C O <br />O O <br />0�0 V U <br />D O <br />N N E <br />c <br />ppLLi-00 <br />co Ln I.- u- O <br />1w, <br />Z <br />O <br />Q <br />U <br />CL <br />>-Z <br />1�- <br />LUt=Z_ <br />Q <br />Z�� <br />3:Oz <br />QOV <br />0 <br />�ZCLz <br />IVU <br />Q <br />tW <br />LU <br />QUO= <br />LU <br />O <br />O <br />J <br />N <br />00 <br />LU LJJ <br />_ > 00 <br />LL <br />OoQ <br />W <br />CL he N <br />dsVO <br />Z <br />Q Z LF) <br />LJJ <br />CL LL <br />Q <br />H <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 />`P�� LIIS /► N�����i <br />i <br />�����STERFo/�� <br />:No. PE19900163's <br />STATE OF <br />� <br />�0, •'• �NDIANP '••�� <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 />10 of 22 <br />