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I <br />8" Gate Volvel� <br />and Plugl <br />I <br />Propose4 <br />Hydrant <br />Assembly <br />:M <br />795 <br />790 <br />785 <br />M <br />Denison Drive <br />(see sheet 9) <br />Grafton Court <br />(see sheet 15) <br />6" Compacted Aggregate, 50' Radius <br />Temporary Turnaround until <br />Section 4 is constructed. <br />LOW PT STA: 4+55.43 <br />LOW PT ELEV.- 791.92 <br />PVI STA:4+54.00 <br />10 syds of riprop <br />IE: 776.00 <br />LOW PT STA: 6+50.00 <br />LOW PT ELEV. 793.08 <br />PVI STA:7+00.00 <br />PVI ELEV. 793.42 <br />Hydran t\ <br />Assembly <br />\138 <br />Adjust Casting <br />to Grade <br />Rim: 793.96 <br />Begin <br />Profile <br />K: <br />71.12 <br />L VC: 100.00 <br />Sto. <br />I +00.00 <br />LVC:100.00 <br />EI ev= <br />794.30 <br />° -- <br />- - - - - <br />- - - - <br />- - - - - <br />---- <br />--ko.i2 0------ <br />/ <br />8" <br />Water Main <br />Str. 43 <br />tr. 42 <br />Str. <br />No. 128A <br />Ri <br />792.22 <br />tr. 19 <br />8" IE <br />E=784.43 <br />8" IE <br />W=784.33 <br />56 LF - 12" <br />St. Swr. © 0. <br />O- <br />Str. No. <br />129 <br />Str. No <br />124 <br />1 <br />Sta <br />6+71.89, 5. <br />' Lt. <br />Sta: 7 <br />66.00, 6.0' L <br />. <br />Str. No. 1 <br />Rim: 794.37 <br />Sta: 1+04. <br />0, 6.0' Lt. <br />Str. No. <br />127 <br />Str. No. 128 <br />» <br />8" IE N <br />=786.13 <br />Rim: 794.2 <br />7 Sto <br />2+72.59, 6.0' <br />Lt. <br />Sto: 4+ <br />9.65, 6.0' Lt. <br />265 <br />F - 24" St. <br />Swr. ©0.3290 <br />8" I = 7 <br />4.00 <br />Rim: 791.89 <br />8" IE W=7 <br />3.16 <br />8' <br />IE E=783.84 <br />8" IE E=7 <br />» <br />3.16 <br />8" <br />IE N=783.84 <br />_3.74 <br />- <br />r� N0) <br />d �Kj <br />�rj <br />oN <br />�Mj <br />N06 <br />�N <br />N N(N <br />00 <br />N.: <br />00 <br />NN <br />N CNN <br />No <br />NL6 <br />7N <br />mod= <br />�L0 <br />O N00 <br />Lr) <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />1 +00 <br />2+00 <br />3+00 <br />31OO <br />5+00 <br />6+00 <br />7+00 <br />= <br />Sto 1+05.00, 0' Rt <br />Mid Radius <br />EP: 794.26 <br />0 <br />2" Compacted Aggregate, No. 53 on <br />6" Compacted Aggregate, No. 2 <br />Sta 1 +88.04. 26.18' Lt <br />End Radius <br />EG: 793.50 <br />Sto 2+14.61, 12' Lt <br />Begin Radius <br />TC: 793.56 <br />G: 793.23 <br />Sta 2+11, %12't <br />Begin Rodibs <br />/TC: 793. <br />G: 793.23 <br />Sto 1 +88. 04 26.1 ' R t <br />I End R dius <br />EG: 7 .50 <br />Cul De Sac Detail <br />An field Drive <br />Scale: 1 "=30' <br />Storm Structure & Casting Information (for this sheet) <br />Str. No. <br />Str. Dia. <br />Casting & Grating <br />41 <br />48 <br />R-3501-Ll A <br />All Casting 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 />C21 <br />300.00' <br />214.03' <br />209.52' <br />N69°12'43"E <br />111.80' <br />40 52'38" <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 />C <br />> o <br />1` o o <br />�COL V)V)> <br />V <br />O C <br />� N <br />Q <br />C <br />O O 2 O <br />miLL0 <br />0 <br />m <br />�0 <br />>� <br />m� <br />C O <br />Q <br />U <br />Z o <br />O N <br />co V U <br />.N <br />a co N 11 <br />E <br />j <br />o^^$ <br />M v)r� O <br />V <br />0) <br />D <br />0 <br />J <br />U <br />N <br />L <br />U <br />Q <br />.E <br />N <br />0) <br />w <br />Z <br />o <br />Q <br />Va <br />� <br />I-- <br />Z <br />W <br />H <br />Z <br />Q <br />_ <br />H <br />Z <br />oz <br />aoU <br />Z <br />a <br />Z <br />IVU <br />Q <br />W <br />Zn <br />W <br />Ica <br />o= <br />V <br />� <br />�0i,p <br />LU <br />o <br />vn <br />U <br />w <br />0 <br />CL <br />0 <br />L0 <br />LU W 00 <br />LL /� Q <br />0 <br />� Q H <br />CLoo <br />06 J H <br />W <br />Z a: Q <br />Q Z + <br />J Q <br />C <br />Q <br />H <br />J <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 />.......... <br />ER�o <br />:No. PE1990016zi = <br />�•:• STATE OF <br />0, ••• :/ND I ANP• •• <br />CNAL ; `` 0 <br />nnnnn <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 />13 of 22 <br />