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SECTION 3 <br />775 <br />�/r� / \ <br />Q� <br />1 <br />x <br />_ CID <br />� <br />--ZO5 <br />Sto 9+nfield Jrive -793- - I / iV \p <br />/ / h <br />� Sto 3 90�2 Chathe Drive--- - - - - o Str. 62 (Exist.) / ,�Cb <br />Rim: 794.00 A just Costing1to Grade / \ <br />-- _ -794- _� E.--12 (NE): 87.90 / \11 <br />8"x8" Tee and - <br />Gate Valve <br />(A) / <br />d <br />is <br />I <br />795 <br />790 <br />785 <br />DATUM ELEV <br />780.00 <br />- - - - - - - - - - - 6"-Sanitor Laterals (Typ.) <br />_Water Services (Typ.) <br />o Proposed - - - - - A- <br />8 <br />ox� Hydrant " Water�Llain / <br />112V \ _ - - - 797� - Proposed �\ <br />-,Assembly_ / \ �� W / Hydrant \ <br />_ 114 I Assembly <br />g �tr Ten s u pV�; S R 35 50%° 1 �� �' Adjust Casting \\ <br />to Grade \ <br />Rim: 793.79 \ <br />/22.5° BendPIZ <br />Q) <br />C4 <br />/(0 c0\ <br />Str. No. 65 <br />Rim: 79 7. 00 \ <br />12" IE N= 793.12 <br />HIGH PT STA: 10+24.32 <br />HIGH PT ELEV. 797.67 <br />PVI STA:10+00.00 <br />PVI ELEV. 798.28 <br />K: 76.74 <br />L VC: 200.00 <br />do <br />Str. 63 (Exist.) <br />R�im: 793.66 Adjust Casting to Gra, <br />I.E. 12" (E): 789.50 <br />X If. 12" (SW): 789.39 <br />c0 c0 I (.0 <br />CY) J N I pp i <br />I � <br />I 1 <br />I <br />317 LF 0 0.849' <br />12" <br />Storm Sewer Str. 64 (xist.) <br />0) <br />'� • � Rim: 795.95 <br />-LE. 12 (S): 790.43 <br />I.E. 12" (W): 790.60 <br />-09 <br />9. <br />- - <br />- - - <br />- - - <br />- - - - - <br />- - - - <br />- - _ <br />-6- <br />8" Water <br />Main r <br />s <br />Dip <br />Water Main <br />elow <br />Storm <br />Sewer, M <br />intoin 18" <br />Sto: 9+93.1 <br />, 6.0' Lt. <br />Str. No. <br />113 <br />Separation <br />Minimum <br />Rim: 796.8 <br />Sta: 11 + <br />2.30, 6.0 Rt <br />-1-1z AIE-7133.74Rim: <br />79 <br />T15 <br />8" IE SW=7 <br />5.00 <br />8" IE N=784.27 <br />8" IE SE=7 <br />3.64 <br />8" IE S <br />784.17 <br />N <br />op Lg <br />CO d <br />r7 � <br />c6 N <br />c6 N <br />N o <br />op <br />r7 N <br />op po <br />LO <br />r7 <br />op <br />d <br />0) <br />01) 0) <br />0) 0) <br />a) 0) <br />a) 0) <br />a) � <br />0) � <br />0) � <br />0) � <br />0) 0) <br />0) � <br />9+00 <br />10+ 00 <br />11 +00 <br />12+ 00 <br />13+00 <br />M <br />End Pro fil e <br />Sta. 13+83.28 <br />--Sta. <br />794.50 <br />7 <br />Str. No. 114 <br />Sto. 13+93.52, 15.3' Rt <br />7 5 Rim: 794.29 <br />8" IE S: 785.75 <br />780 <br />775 <br />I <br />I <br />I <br />I I <br />Low Point <br />End Radius <br />TC: 794.56 <br />G: 794.23 <br />30' Rod. Back of Curb <br />Sto 13+12.1, 14' Lt <br />End Radius <br />TC: 795.25 <br />G: 794.92 <br />1 <br />High Point <br />TC: 794.68 <br />G: 794.35 <br />Tennyson Court <br />Sta 13+21.9. 14' Rt <br />End Radius <br />TC: 795.16 <br />G: 794.83 <br />30' Rod. Back of Curb <br />Low Point <br />TC: 794.12 <br />G: 793.79 <br />End Radius <br />TC: 794.76 Cul -De-Sac Detail <br />G: 794.43 <br />Tennyson Court <br />Scale: 1 "=30' <br />Storm Structure & Casting Information (for this sheet) <br />Str. No. <br />Str. Dia. <br />Casting & Grating <br />All Costing Numbers Reference Neenah Castings. <br />Approved Equivalent Castings May Be Used. <br />Curve Data Table <br />Curve <br />Radius <br />Length <br />Chord <br />Bearing <br />Tan ent <br />Delta <br />C22 <br />200.00' <br />193.48' <br />186.02' <br />N21-03'35"E <br />105.06' <br />55 25'39" <br />C27 <br />300.00' <br />77.68' <br />77.46' <br />N14°04'1,9"W <br />39.06' <br />14°50'06" <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 <br />0 �'° <br />W =� <br />>>� <br />��oo; <br />Q <br />Z <br />m <br />�o <br />0 <br />Q <br />0 U <br />Z <br />N 0 o L <br />E <br />,. <br />o1-�� <br />M <br />z <br />O <br />Q <br />U <br />- <br />>- <br />H <br />z <br />W <br />H <br />Z <br />Q <br />_ <br />H <br />Z <br />Oz <br />QOV <br />Z <br />CL <br />0 <br />Z <br />I <br />Q <br />W <br />t/� <br />W <br />m <br />QUO= <br />W <br />C� <br />PIN: <br />vs <br />=D <br />O <br />0 <br />H <br />J <br />U <br />U <br />w <br />0 <br />Uf <br />CL <br />N <br />(16 <br />H 00 <br />W <br />� � M <br />r <br />V <br />1IIX <br />CL <br />°6O v' <br />vn0 <br />Z >NN ~ <br />O <br />zL0 <br />CL LU <br />00 <br />Q <br />H <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 />u�N�����o <br />�..�STE <br />:No. PE1990016A <br />�•:, STATE OF <br />Z. <br />/111111111 <br />MEN <br />SIGNATURE: Q <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 />14 of 22 <br />