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/ No / <br />I / <br />H/ <br />A o <br />I / <br />r / <br />IO <br />N I <br />\ I <br />Str. N . 9 EX�A�N MH <br />Rim724.81 G: 724.79 <br />IE W=714.06 <<-m <br />\ <br />8" li5 <br />P: 725.36 I -727 <br />P: 725.34 2 \� / I v �I <br />/ Storm Sewer MH 726- _ Storm Sewer MH 1 <br />Str. No. 100 \ \ Str. No. 101 <br />®� Rim: 725.25 =- �- ---- <br />/ - - "' Sta: 100+61.17, .92' Lt. I Sto: 101+99.9 , 2 91' Lt. <br />491 LF ita y Sewer P: 725.45 / <br />8" IPVCI SD 21 0.40% P: 725.42 <br />/ 100 <br />I P:725.18 P:724.94- <br />IS nit r S wer H P: 72.9 4.3 24 8' PV S R 35 Sanitary S we Pi ® 0.407. <br />y P:125.33 ( P:725.40 L <br />I I S N . 10 P: 725.34 - P: 725.87 P: 726.21 P: 726.56 P: 726.91 P: 727.02 <br />Rim• 7 5.14 P: 25.42 P:72727 <br />8 IE 716.71 P:725.4 P:725.51 P:725.62 P:725.96 P:726.31 P:726.66 <br />/ , O P: 72 7.2 9 <br />I 8" IE W 716.67 P: 725.36 ���72 P: 725.89 P: 726.23 NP: 726.57 P: 726.93 <br />P: 726.23 - - - - - WA P: 726.93 cn P: 725.89 - - _ P: 726.57 - - P_72729 <br />O 1 0 C <br />I EG.725.06 � Cn <br />I v�i <br />U, rop se <br />Service <br />� a I <br />o C co <br />CL <br />/ APP XIMATE - APPROXIMATE � APPROXIMATE <br />Fs Floor APPROXIMATE APPROXIMATE <br />X ) / FF�r29 20 I First Floor First Floor First Floor �cp First Floorl <br />W / I Ba ment AOXIMATE FF: 729.80 <br />\/ FF: 729.60 FF: 730.00 FF: 730.20 <br />I FF: 18.68 i First Floor I Basement Basement Basement Basement <br />\ / / FF: 729.40 FF: 719.28 FF: 719.48 FF: 719.681 <br />/ Basement FF: 719.08 \ <br />FF: 718.88 \) 1 <br />nI �' / _ _- <br />U I II - - r <br />EP:726.00 <br />\ I I W.• 726.89* < �W. 726.99* �2� / can C/) W can <br />/ 10+00 P: 726.61 W. 728.20 ? ' W. 728.54 W.' 728.27 W. 728.01 W. 727 85 W. 72 <br />_ I .70-------------- - -- - --- - <br />W. 72 7 <br />\ I / EG: 726.41 A I Ah 1-310 F - 8" Ductile Iron kYpter Main IAI <br />/ W.• 72 7.66 <br />;.72* -- --- -- m r 1A,. �)Q A� w• 79sr l W. 72789 W. 727.73 <br />0 <br />Michigan St. - State Road 933 <br />cry - <br />Existing R/W <br />0 I I �-7� / <br />I I / <br />ExistingPush E <br />/ 1 c / \ Crossing mount <br />II J \ above sidewalk. <br />c djust <br />I I Existing Push E <br />I I - Crossin9 ouni <br />- 72 <br />103+00 7S419 <br />+0 <br />11 <br />�I <br />Sanit <br />y Sewer MH <br />Str. <br />11 <br />- <br />Rim: <br />2785 <br />_ <br />8" IE <br />S=717.69 <br />P: 728.07 <br />cn <br />i I ' <br />FM <br />O <br />II = <br />APPROXIMATE <br />I <br />II <br />First Floor <br />/ <br />FF: 730.40 <br />Basement I / <br />FF: 719.88 <br />N <br />n <br />'I <br />I <br />=1150 <br />EP:727.06* EP:726.90* <br />EP: 727.14* <br />Proposed 1 <br />Water Service <br />TYP. <br />O <br />m <br />above side alk. <br />Q I pdjus- <br />I <br />I <br />\ <br />I <br />I <br />I <br />I <br />� <br />I � <br />'6.37 I <br />I � <br />� <br />I � <br />L I <br />a) <br />li <br />3 <br />I <br />R <br />00 <br />I <br />W <br />I <br />I <br />*1I <br />I <br />NOTES <br />1. Contractor to verify finish floor and <br />basement elevations with building plan. <br />LEGEND <br />EG Existing Grade <br />TC Top of Curb <br />W Sidewalk <br />EP Edge of Pavement <br />TR Rim <br />�0 Storm Sewer <br />�o Sanitary Sewer <br />-w- Water Main <br />-E- Buried Electric Fiber <br />- - - - Overhead Line <br />- -750- - Contour <br />- Existing Curb <br />- - - - Existing Sidewalk <br />E: XX.XX* Existing Elevation <br />pC Pedestrian Clear Space <br />Ion for N-S <br />zu 42" to 48" <br />N D side reach <br />m nt required. <br />u ton for E-W <br />e 42" to 48" <br />o side reach <br />ent required. <br />75i� <br />1� <br />1 <br />7.5' <br />rsv4!!M <br />TC. 727.40 <br />O <br />s� <br />s <br />o <br />TR: 726.14 <br />0 <br />zo <br />TC.726.45 H <br />EP: 726.44* <br />�I <br />0. 89° <br />/ <br />O <br />O <br />EP: 727 06* EP: 726.90* <br />SW Corner of SR 933 and Angela Blvd <br />I1 "= 5' <br />1.5% <br />W.• 72711 <br />m <br />TC: 727.59 <br />EP: 72713* <br />SW Corner of SR 933 and Pokag oq n St. <br />1 "= 5' <br />7 <br />SCALE: 1" = 20' <br />0 10 20 40 <br />��>>� <br />�� o a> C3 <br />m <br />a <br />1, <br />m0 <br />C O <br />O Zc)�O <br />-� �C � M <br />} N C V E <br />) <br />vI.- <br />M� p <br />J <br />Um <br />J Q <br />Z <br />LLJ <br />v� <br />0 <br />� Z <br />y <br />W Q <br />~ <br />Q Q <br />H <br />CL <br />� <br />Z H <br />QZZ <br />ae ,,ann <br />W V <br />V <br />w <br />�O <br />IL <br />Z <br />Q <br />J <br />CL <br />0 <br />Z <br />w <br />w <br />LU <br />DRAWN BY: <br />MSS <br />DESIGNED BY: <br />MSS <br />PM REVIEW: <br />RTN <br />QA/QC REVIEW: <br />DATE: <br />4/6/2023 <br />SEAL: <br />1,\01111111111T, <br />If' <br />r,,STR <br />No. 60016991 = <br />• STATE OF �Q_ <br />SIGNATURE: <br />/P�- <br />DATE: <br />07-01-2024 <br />SCALE: <br />HORZ: 1 "=20' <br />VERT: <br />ACI JOB # <br />24-0068 <br />SHEET NO. <br />7 of 15 <br />