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Denison Drive <br />(see sheet 9) (see sheet 13) <br />I <br />I I <br />I <br />187 \ <br />I I \ <br />I I \ <br />III i <br />Sta 1+00.0I b8Pumford Drive <br />Sto 7+44.86 Dension Drive <br />189 <br />40% 281 ILF <br />18" Storm Sewer` l <br />SECTION 51 EXISTING <br />i on <br />177 LF ® .80� - � <br />_ _ Str. No. 44 <br />88" Stor S wer ' <br />� Sta: 2+93.62, � 1.1 Lt. / <br />Rim: 792.50 / <br />5 LF @ 0.999 12IE S= 785. 6 <br />14/ <br />12" Storm Sewer 18 , IE W=781. 5 / <br />24 IE N= 780.73 / <br />150 149 I I / <br />1 _ I 148 147 <br />Str. No. 45 / <br />I/ <br />Sta 2+ 7.86, 12.4' Lt. Sic 4+46.00 Rum rd Drive <br />Rim: 790.75 I Sta 8+51.87 Fenwi k Drive <br />12 IE E=786.98 6" anitary Laterals (Typ.) <br />12 ' IE S= 786.98 - <br />Wafter Services' (Typ. <br />12 IE N=786.98 � <br />�2 L 5 <br />1 „ <br />Fr <br />- 35 @ 0. 49.E - r 8+52 - <br />R iMf 0r� Drive W �� -� W w w - <br />22.5° Bends y <br />8" Water Main <br />Str. No. 46 <br />Sta: 2+97.86, 12.4' Rt. <br />I Rim: 790.75 <br />184 12" IE N=787.11 <br />-J//," I L T 1111 " <br />Denison Drive <br />(see sheet 9) <br />MOTOR <br />795 <br />Begin Profile -, <br />Sto. 1 +00. 00--' <br />El e v= 792.12 790 <br />785 <br />780 <br />,'22.5° Bends j <br />139 LF * 1.619' , <br />12" Storm Sewer�� o, � <br />8"x8" Tee and 7 <br />Gate Valve 168 / o <br />I/ 1 HI-11 INN <br />Fenwick Drive <br />(see sheet 10) <br />LOW PT STA: 2+98.32 <br />LOW PT ELEV.- 790.99 <br />N" <br />I <br />1 <br />/ 'I 4P <br />Conn <br />146 \� j I Sanit <br />y <br />CD o , <br />+ <br />W <br />t EXis�tl <br />s t. 1/1 <br />�i >/ L� <br />P / <br />j Sto 6+76.10 Rumford Drive = <br />Sta 9+60.73 Cresswell Drive <br />11.25'I <br />- -��\ ��� <br />Proposed Bend \\\ I \ \ \\\ <br />I Hydrant <br />Assembly \ \ I \ \ <br />1 I <br />151 <br />I <br />HIGH PT STA: 5+27.50 <br />HIGH PT ELEV.- 795.13 <br />PVI STA: <br />3+50. 00 <br />VI ELEV.• 794.8 <br />End <br />Pro fil e <br />PVI ELEV. <br />K:3 <br />790.69 <br />.6511n. <br />K:38.05 <br />St <br />. 6+28.3 <br />L VC: 140.00 <br />1 GO <br />EI <br />v= 795.70 <br />_ <br />- <br />+0.56% <br />- - <br />k3 <br />a <br />-0.0,71_ <br />- <br />---' <br />Str. 47 <br />Str. <br />8 <br />- <br />- - <br />Str. 45 <br />@ <br />1.61 % <br />12" <br />St' Swr <br />8" Water <br />Main <br />LF - <br />22 LF - <br />12" St. Swr. <br />@ 0.5290 <br />Dip <br />Water Main <br />Below <br />Sto <br />m Sewer, M <br />in tain 18" <br />Separation <br />in <br />um <br />Sta: 7+9 <br />.86, 6.0' Rt. <br />tr. No. 125 <br />( <br />rop MH) <br />- <br />- <br />Rim: 79211. <br />1 <br />Sta: 4+49 <br />05, 6.0' Lt. <br />im: 793.83 <br />8" IE S= <br />1.76 <br />8" I <br />W= 780.29 <br />8" IE E= <br />66 <br />8" /E <br />'off <br />S= 785.79 <br />�� <br />DO <br />- ��'C3) <br />�1� <br />��� <br />po0 <br />�('q <br />oLj) <br />1 +00 <br />2+ 00 <br />3+00 <br />4+00 <br />5+00 <br />6+00 <br />7+ 00 <br />Structure & Casting Information (for this sheet) <br />Str. No. <br />Str. Dia. <br />Casting & Grating <br />1Storm <br />44 <br />48" <br />R-2560-C <br />45 <br />48' <br />R-3501-Ll A <br />46 <br />24" <br />R-3501-Ll A <br />All Casting Numbers Reference Neenah Castings. <br />Approved Equivalent Castings May Be Used. <br />Curve Data Table <br />rve <br />LCCL18 <br />Radius <br />Length <br />Chord <br />Bearing <br />Tan ent <br />Delta <br />300.00' <br />260.99' <br />252.83' <br />N64°43'41 "E <br />139.40' <br />1 49°50'42" <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 />a) ' ° <br />LU m= <br />6 o > <br />U a- O > <br />E <br />�'IT <br />�z,-,20 <br />00 V U <br />m N N <br />0 <br />LL a <br />M <br />Z <br />O <br />Q <br />V- <br />� <br />1�- <br />Z <br />W <br />= <br />Z <br />Q <br />_ <br />Z�� <br />�3:Oz <br />Q0U <br />Z <br />CL <br />Z <br />W <br />Q <br />tW <br />LU <br />m <br />Q*0= <br />W <br />0 <br />0 <br />H <br />U <br />0 <br />a_ <br />M <br />06 <br />LU LU <br />'o <br />LL <br />0 <br />CL N� <br />04 0 <br />LL O <br />Q O <br />Q <br />H <br />H <br />w <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 />``0 �uslUk'�����0 <br />:No. PE19900163's _ <br />o STATE OF ? Q <br />/lllllllll <br />SIGNATURE: <br />� -2 �- <br />DATE: Ll <br />3-4-2024 <br />SCALE: <br />HORZ: 1" = 50' <br />VERT: 1" = 5' <br />ACI JOB # <br />23-1875 <br />SHEET NO. <br />I I of 22 <br />