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EXISTING SECTION 3 <br />Tennyson Drive <br />(see sheet 14) <br />Valve \ ` <br />\8" Water Main v <br />/I <br />Connet to Exist. <br />\� Water Main ,ice <br />i <br />Adjust Casting <br />to Grade <br />Rim: 796.4 <br />Water <br />1Nd1 <br />�\ N <br />®� ) r.\11�—� <br />Sta 1+00.00 Chathon Urive = \\ r <br />Sta 10+21.7 Rumford Drive \\ \��� 1 � <br />795 <br />790 <br />785 <br />J <br />J — — — <br />\ 0 ) <br />Sta 3+90.82 Chatham Drive = <br />Sta 9+71.05 Anfield Drive <br />_- <br />Sanitary Lateral (Typ.) <br />ervices (Tjp.) <br />w� <br />c <br />Begin <br />Sta. 2 <br />Profile <br />52.00 <br />— — <br />— — -Bev= <br />96,50- <br />Str. 22 <br />8" W <br />ter Main <br />u <br />Exist. San. <br />ewer <br />U <br />06 <br />rn <br />1 +00 <br />2+00 <br />3+00 <br />% End Pro fil e <br />'--Sta. 3+90.82 <br />795 El ev= 797" 48 <br />790 <br />785 <br />780 <br />Sta 9+40.8, 14' Rt <br />End Radius <br />TC: 797.26 <br />G: 796.93 <br />Sta 3+72.7, 19.0' Lt <br />19' Rod. Back of Curb <br />Mid Radius <br />TC: 79 7.40 <br />G: 79 7.0 7 <br />i9.8, 14' Lt <br />End Radius <br />TC: 797.21 <br />G: 796.88 <br />a;. <br />'o <br />h <br />ate,/ <br />Gr <br />i <br />1.67. <br />14' Rt <br />End Radius <br />TC: 79 7.68 <br />G: 79 7.35 <br />19Rod. Back of Curb <br />Sto 3+60.2, 14' Rt <br />End Radius <br />TC: 79 7.22 <br />G: 796.89 <br />Intersection Detail <br />Chatham Drive & Anfield Drive <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 />220 <br />1400.00'1 <br />131.65' <br />131.06' <br />N36"43'30"W <br />66.43' <br />18"51'27" <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 />7C)'° <br />W � C) <br />i o 0 Q <br />O a- O O <br />Noe <br />O c <br />� N <br />Q <br />� C = <br />C <br />O 6 <br />Z <br />Apo% <br />O <br />> <br />.p <br />m� 0 <br />� O <br />Q <br />U <br />Z <br />N _ O L <br />�a0 V i <br />C <br />,.o� <br />M N H LL <br />U <br />w <br />0 <br />sr, <br />Z <br />O <br />Q <br />U <br />CL <br />>_ <br />H <br />Z <br />W <br />H <br />Z <br />Q <br />_ <br />H <br />Z <br />J <br />O <br />Z <br />a0V <br />0 <br />H <br />Z <br />CL <br />Z <br />UN' <br />W <br />W <br />m <br />Q <br />O <br />= <br />iA <br />IIm <br />� <br />H <br />W <br />�CDy0 <br />H O <br />J <br />J <br />0 <br />LU C <br />W + <br />i <br />004 C <br />CL L y <br />a <br />=o <br />aaU) <br />_+ <br />1:L V CV <br />ININNN <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 />:No. PE19900163: = <br />13 % STATE OF <br />'���//�� ��CNAL <br />lllllIllll <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 />12 of 22 <br />