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FUTURE i SECTION 3 <br />_------- <br />�� <br />Str. No. 56 / <br />' <br />Sta: 6+58:08, <br />150.4' Lt. <br />\���, <br />-- Rim: 789.50 / <br />----__ <br />12" IE N=786.50/ <br />_------ <br />----- <br />-� <br />���, <br />12" IE E=786.46 <br />- X X X X X <br />X X X- <br />X- X <br />X \X-- -X ` X X <br />X X X <br />X X� <br />\ <br />LO <br />( <br />Lo <br />Str. No. 52 <br />St . 6+5 .48, 1 .4' Lt. <br />_ _ <br />\ _ - <br />\ <br />Rim: 90.19 <br />Sta 1 +00.00 <br />Denison Drive = <br />' ` \ <br />\ <br />12 IE W= II85.85 <br />Sta 2+65.00 <br />Allerton Drive �' <br />Hy rant <br />x , <br />Assembly 12 IE E=785.81 <br />8" <br />. <br />Gate Valve <br />21 0,50� <br />/ <br />A <br />o <br />) <br />& Plug x <br />S rM Sewer <br />A._� <br />- <br />- <br />Denison Drive - <br />w <br />SECTION 3 ISECT I ON 4 <br />/ <br />Str. <br />No. 55 <br />/ <br />Sto: ;8+67.00, 148.7' Lt. <br />_ <br />/ <br />Rim: <br />793.00 <br />- - - - <br />12" IE � 789.18 <br />206 LF <br />12" Stor <br />Sewer- <br />i <br />134LF <br />@0.49 <br />po <br />�2" <br />Storm Sew r <br />/ 00 <br />00 <br />Do <br />J <br />v' <br />\ <br />�_-- <br />_ <br />--/95- - - Str. No. 50 <br />\ <br />00 <br />- - <br />Sta: 9+44.40� 4' L. <br />\� <br />C° <br />Rim: 791.85 \ <br />12" IE E=788.63 <br />8"x8" Tee and <br />Sto 7+84.86 Denison <br />Drive = <br />22 LF ©0.52q <br />` <br />Gate Val ve , <br />Sta 1++00.00 R <br />m ford Drive <br />794 a 2" Storm Sewer <br />- <br />81 LF @ 0. <br />"�tor�Se <br />% <br />er A <br />-� <br />ter Services <br />-� <br />Propose <br />�e 5 <br />1' Y <br />--- 74 LF @0.59 <br />\ \ ` 12" S orm Se er - - - <br />\ 1 Str. o. 51 - 6" niiary Laterals l <br />-- --_- ------ �� \ Sta: 16+5 .51, 1M' Rt. I (T .) <br />\ Rim: 90.19 00 00 <br />I 12 IE W= �85. 69 C''1 � <br />-- --__ i 12' IE S= 7.00 <br />\ i 64 <br />x x x x x x x K� I x x fix, I x x x X x �- max = <br />795 <br />790 <br />785 <br />780 <br />W W <br />III(rl1�8" Water Main <br />01 <br />o <br />Rumford Drive <br />(see sheet 11) <br />Note: All terminus of Section 3 water main shall include a <br />hydrant, gate valve, stub of pipe and cap. <br />All hydrants shall be commissioned per AWWA Standards <br />including hydrant testing. Developer shall provide City with flow, <br />static and residual pressures data prior to acceptance by City. <br />Section 3 sanitary sewer shall be terminated at manhole 127. <br />LOW PT STA: 6+59.25 <br />HIGH PT STA: 8+44.55 <br />HIGH PT ELEV. 792.67 <br />PVI STA:8+25.00 <br />PVI ELEV. 792.99 <br />1u <br />M <br />W <br />�Str. (o. 49 <br />�ta:439,-1zZ4' R <br />-R'm: 79 r-85 <br />12 I 78830- <br />» <br />18 IE S=783.34 <br />18" IE E=783.30 <br />N I <br />(see sheet 11) Anfield Drive <br />(see sheet 13) <br />6" Compacted Aggregate, 50' Radius <br />Temporary Turnaround until <br />Section 4 is constructed. <br />LOW PT STA: 9+44.40 <br />LOW PT ELEV. • 792.18 <br />PVI STA:9+30.00 <br />PVI STA:6+ <br />PVI ELEV.- 799.01 <br />.00 <br />K: 32.64 <br />LVC: 100.00 <br />K:69.03 <br />LVC: 100.00 <br />L VC: 130. /0 <br />---- <br />----- <br />---- <br />- <br />---_ <br />___ <br />-----Sta. <br />Begin <br />Profile <br />+83.10 <br />_- <br />El e <br />= 790-9-5 <br />74 LF - <br />12" St. Swr. <br />@ 0.50% <br />Str. 51 <br />8" <br />Water Main <br />Str. 49 <br />1LF-1 <br />0 <br />Sta: 6 <br />Str. No. 131 <br />20.86, 6.0' Rt. <br />Str. <br />No. 126 <br />no <br />319 LF - <br />8" PVC SDR 135 <br />© 0.40% <br />Rim: 790.52 <br />8" IE N=782. <br />Dip Water <br />1 <br />Main Below <br />Rini: <br />8" IE <br />» <br />792.31 <br />=781.76 <br />Storm Sevier, <br />Separation <br />Maintain <br />Minimum <br />18" <br />8" IE <br />=781.66 <br />Lf) <br />00 <br />Ln <br />00 <br />00 <br />n <br />o <br />o <br />N <br />�o <br />N <br />o <br />0')n <br />Do <br />P" <br />o <br />o <br />o <br />co <br />C) <br />o-) <br />N <br />N <br />Cp <br />CN <br />Q <br />N <br />N <br />ea <br />N <br />�6 <br />� <br />N <br />0) <br />� <br />N <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />6+ 00 <br />7+ 00 <br />9+ 00 <br />10+00 <br />8"x8" Tee <br />Denison Drive <br />Sto 7+51.85, 14' Rt <br />End Radius <br />TC: 791.53 <br />G: 791.20 <br />19' Rod. Back of Curb <br />a <br />0 <br />E <br />8+ 17.85, <br />14' Rt <br />End <br />Radius <br />TC: <br />792.65 <br />G: <br />792.32 <br />19' Rod. Back of Curb <br />Sto 1 +32. 97, 14' Lt / <br />End Radius Sto 1+32.97, 14' Lt <br />TC: 791.87 End Radius <br />G: 791.54 Intersection Detail TC: 791.87 <br />Denison Drive & Rumford Drive G: 791.54 <br />Scale: 1 "=30' <br />2" Compacted Aggregate, No. 5 <br />Sta 11+08.00 Denison Drive = 6" Compacted Aggregate, No. 2 <br />Sta 2+65.00 Anfield Drive Sta 6+78.00 <br />Endd Radius <br />Lt <br />dius <br />EG: 790.23 <br />36.10, 0' L t <br />Mid Radius <br />EP: 790.92 <br />2.1390 <br />0- <br />�_ \Sto 6+78.00, 12.00' Rt <br />End Radius <br />EG: 790.23 <br />Denison Drive <br />Scale: 1 "=30' <br />Sta 2+32.0 14' Rt <br />End Radius <br />TC: 793.40 <br />800 <br />G: 793.07 <br />19' Rod. Back of Curb <br />795 <br />Sta 10+75.0 14 Lt <br />End Radius <br />q End Profile <br />TC: 792.81 <br />"o'�-Sto. 11 +08.00 <br />G: 792.48 <br />11 +00 <br />EI e v= 793.11 <br />790 <br />Denison Driv< <br />785 <br />Sta 10+75.0, 14' Rt <br />End Radius <br />TC: 792.81 <br />G: 7�3zZ. 48 <br />780 19' Rod. Back of Curb <br />Sto 2+98.0, 14' Rt <br />End Radius <br />TC: 792.95 <br />775 G: 792.62 <br />Storm Structure & Casting Information (for this sheet) <br />Str. No. <br />Str. Dia. <br />Casting & Grating <br />49 <br />48" <br />R-3501-L 1 A <br />50 <br />24" <br />R-3501-L 1 A <br />51 <br />48" <br />R-3501-L 1 A <br />52 <br />48" <br />R-3501-L 1 A <br />50 <br />» <br />55 <br />24" <br />R-2560-C <br />56 <br />48" <br />R-2560-C <br />to <br />to <br />to <br />All Casting Numbers Reference Neenah Castings. <br />Approved Equivalent Castings May Be Used. <br />Intersection Detail <br />Denison Drive & An fiel d 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 IN <br />�> 0) <br />U � > O T <br />L U <br />> O}} 0 <n <br />> > <br />5 <br />o o> <br />��t o <br />U <br />L <br />U <br />O C <br />Q O Q <br />Q <br />` C' <br />o <br />0 0 0) <br />m W <br />Z <br />z <br />N <br />O <br />= <br />Z <br />0 <br />E V <br />m 08 Q <br />o <br />Q <br />�Zooo <br />o�� <br />��5- M <br />o <br />N m N <br />C (� <br />N�� <br />11 <br />o o <br />c') N I.- Ci U <br />M <br />Z <br />o <br />Q <br />VCL <br />>- <br />Z <br />on W <br />y <br />Z <br />Q <br />H <br />Z <br />= <br />0 <br />j <br />3.0 <br />ao� <br />H <br />Z <br />Z <br />Q <br />W <br />vi <br />W <br />Ica <br />Quo= <br />ad <br />W <br />0 <br />o <br />U <br />U <br />W <br />0 <br />a <br />00 <br />O <br />W W <br />U- _ <br />oo� <br />� H <br />CLZo <br />di o <br />H <br />Q Z 00 <br />W <br />oL Ln <br />Q <br />H <br />w <br />J <br />H <br />H <br />H <br />W <br />W <br />2 <br />N <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 />NLSI►►► <br />0 oSTE,, <br />No. PE19900163i <br />STATE OF 4�: <br />�.C�''• :AND I ANP.' � <br />mnnm <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 />9 of 22 <br />