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710 <br />705 <br />700 <br />••r <br />.•e, <br />685 <br />�PP <br />m <br />H <br />'B GRATE <br />W=688.51 <br />=685.66 <br />\ � L <br />STR. W/ CURB GRATE <br />RIM=688.52 9 <br />IE(N W)12 "HDPE= 6 <br />$5.83 <br />6 J FFE: 703. 33 <br />8" Storm IE 690.30 <br />3 <br />Note: Downspouts at \ ^� <br />the front of all units / \ 8 <br />to be piped to 0� � L`` <br />municipal storm FFE: 703.33 <br />system. <br />Cy <br />TBM 2 <br />CUT SQUARE ON E. <br />SIDE OF LIGHT POLE <br />BASE AT NE. COR. OF <br />NORTHSIDE BLVD. & ST. <br />LOUIS BLVD <br />OMH <br />Structure #10 <br />48" Sanitary Manhole <br />Rim: 702.70 <br />8" IE(E): 694.00 <br />6" IE(S NW): 694.16 <br />6" valve 2 <br />6" x 8" Tee - H <br />and plug <br />10 <br />FFE: 703.33 <br />3 5 <br />wS <br />Structure #2 <br />Structure #1 48" Storm Inlet <br />30" Storm Inlet Rim: 701.20 <br />Rim: 701.70 12" IE(W): 697.74 <br />12" IE: 698.00 12" IE(SE): 697.74 <br />6 San WS <br />6 IE 694.50 <br />1 � 0.5q �� <br />Storm - �s� �� c0 <br />52;12 <br />co <br />s <br />�`a)v <br />4 W <br />5 J 'ems i <br />G CO <br />O�SMH <br />7 <br />FFE: <br />703.33 <br />ELEV.=690.66 <br />Stor <br />Structure 111 <br />48" Storm Manhole <br />Rim: 698.50 <br />8" IE(E): 688.50 <br />8" IE(W): 688.50 <br />8" IE(S): 688.15 <br />SCALE: 1" = 20' <br />0 10 20 40 <br />STR. W/ CURB GRATE <br />RIM=691.43 <br />IE(SW)12"HDPE=687.85 <br />8" IE(N):688.00 <br />STRJ <br />RIM=691.57 <br />LID BOLTED SHUT <br />co <br />Q <br />co � / u <br />3 <br />,p <br />V, <br />U / 77/ <br />Structure L9 <br />48" Sanitary Manhole <br />6 Rim: 700.80 <br />FFE: 5 8" IE(W): 691.10 <br />703.33 FFE: 8" IE(E): 691.00 <br />703.33 4 <br />FFE: 703.33 <br />Structure #3 <br />48" Storm Manhole <br />Rim: 702.40 <br />12" IE(NW): 697.46 <br />12" IE(E): 697.46 <br />1 <br />1 <br />O 11 <br />3 <br />FFE: 702.15 <br />12 <br />FFE: 703.15 v <br />O FFE: 703.15 0 <br />13 <br />ica <br />77'-12" SE <br />Ttorm-3.5q I W <br />> <br />U) WS WS Proposed 1" Type K Water Service <br />u u E u� w 3 < N UE Proposed U.G. Primary Electric Service <br />W 1 "' I = X '� Storm Manhole <br />4 N ^ � I ^°° w� <br />° Storm Curb Inlet <br />0, Ex. 8" Water V (0 Sanitary Manhole <br />`SM H <br />\p' 46� 8" Son- cn g 3 ^ - - C00 Cleanout <br />co MH > 3 99 ,O ^ V <br />O MH » Ex. 8" SAN. - - HYD� Proposed Hydrant <br />« <br />Ex. 8" SAN @ 0.4% MH <br />I <br />03 U <br />EXISTING FEATURES LEGEND <br />Q N <br />STR. W/ CURB GRATE 0 LP Light Pole <br />x <br />3 <br />\� FFE: 703.33 <br />8" <br />,. Storm ®7q M <br />w 10'-8Storm n. <br />-1.59 <br />M H <br />\ St01-177 ® ftft ` <br />`� �� . Ek. wq <br />/ �`hs • w R <br />,[> w <br />3 �j <br />Structure #8 <br />48" Sanitary Manhole <br />Rim: 699.50 <br />8" IE(W): 689.18 <br />Ex. 8" IE(E): 688.70t <br />FFE: 702.33 1 <br />FFE: 701.33 <br />LFE: 692.33 f <br />8" Storm <br />�-/• w IE 689.75 <br />\ <br />Note: Downspouts at w OAP <br />the front of all units \ <br />to be piped to \ <br />municipal storm \ <br />system. \ <br />w <br />• w <br />RI10=697.17 <br />IE(N)24"HDPE=685.47 <br />El CB <br />Catch Basin <br />JV <br />IE(S)24"HDPE=685.42 <br />O MH <br />Manhole <br />Note: Downspouts <br />Structure 14 - <br />Fire Hydron t <br />at the front of all <br />to <br />nLn`` <br />48" Storm Inlet <br />t <br />® w <br />Water Valve <br />units be piped <br />W <br />® ELEC <br />Electric Transformer <br />to municipal storm <br />Rim: 698.30 <br />system. <br />8" IE(N): 695.00 <br />Ex. <br />< <br />12" ST <br />< <br />Existing Storm <br />12" IE(W): 694.80 <br />Ex. <br />8" SAN <br />3 <br />12" IE(S): 694.80 <br />Existing Sanitary <br />�• V <br />I <br />Structure �5 <br />Ex. <br />WATER <br />W <br />Existing Water <br />_ <br />48" Storm Inlet <br />PROPOSED UTILITY <br />LEGEND <br />Rim: 698.40 <br />12" IE(N): 694.60 <br />> <br />Proposed solid Storm Pipe <br />//W,/ <br />12" IE(SE): 694.60 <br />» <br />Proposed 8" Sanitary Main <br />SS <br />Proposed 6" Sanitary Service Lateral <br />ater <br />_ _ <br />W <br />Proposed 8" Water Main <br />V <br />STR. <br />RIM=698.17 <br />IE(W)8"PVC=688.56 N8"PVC=688.45 <br />v IE <br />PROPOSED UTILITY KEYNOTES <br />IE(E)8 "PVC= 688.83 <br />V <br />IE(E)8"PVC=691.74 <br />ED-O <br />Proposed LED area Luminoire mounted on 20' <br />I <br />Structure �6 <br />pole -see Lighting Plan Sheet C6.0 <br />48" Storm Manhole <br />1 <br />O <br />Proposed 8" D.I.P. Water Main to be public with an easement <br />N v <br />v <br />Rim: <br />Rim: 698.20 <br />to be provided to the City of South Bend. Install using <br />i <br />IE698694.37 <br />materials and methods per the City of South Bend <br />12" IE(S): 694.35 <br />Construction Standards and Specifications. Field verify existing <br />water line locations and sizes prior to construction. <br />v <br />4'-12" Storm v <br />-5.07 <br />STR. W/ CURB GRATE <br />RIM=696.23 <br />O <br />Proposed Hydrant Assembly and valve connection. Install <br />IE(E)12"HDPE=691.23 <br />using materials and methods per the City of South Bend <br />I <br />V <br />12"IE (W):692.23 <br />Construction Standards and Specifications. <br />3 Ex. 12" ST. <br />O <br />Proposed 6" SDR35 Sanitary Service Lead. Install at 1% <br />Q <br />> <br />> <br />W <br />minimum slope and to City of South Bend Construction <br />V <br />Standards and Specifications. Verify utility connection location <br />STR. W/ CURB GRATE <br />and elevations at building with Architectural and plumbing <br />RIM= 696.30 <br />"HDPE= <br />plans. <br />IE(N)24 684.80 <br />U) V <br />IE(S)24"HDPE=684.80 <br />O <br />Proposed Sanitary, 8" SDR35 pipe to be privately owned and <br />3 <br />N <br />IE(W)12"HDPE=690.00 <br />maintained by the H.O.A. and to be inside private easement. <br />Install at 0.40% minimum slope. Install using materials and <br />® <br />Existing <br />W V <br />methods per the City of South Bend Construction Standards <br />ELEC <br />Hydrant <br />and Specifications. Maintain minimum 18" vertically and 10' <br />Structure '17 <br />horizontally between sanitary line and water line. Verify invert <br />Existing <br />Stormceptor STC450i <br />of existing 8" sanitary connection point in S. St Peter Street. <br />�3 Transformer <br />Rim: 696.90 <br />12" IE(N): 693.65 <br />O <br />Proposed Primary Electric Service -Installed by the utility <br />w <br />12" IE(E): 693.57 <br />company. Contractor to install conduit from nearest service <br />connection point to transformer. See Architectural plans for <br />w <br />w <br />electrical schedules and details. <br />w <br />\ <br />Electrical transformer on 6" reinforced concrete pad. <br />OProposed <br />Verify location with Owner and Architect. Size and detail of <br />transformer pad to be determined by MEP Engineer. <br />710 <br />Sanitary Manhole #10 <br />Rim: 702.70 <br />8"(E): 694.00 <br />611(SW,NW): 694.16 <br />Sanitary Manhole #9 <br />700.80 <br />691.10 <br />"(E): 691.00 <br />Hydrant <br />Existing <br />Grade <br />Proposed -Him: <br />Grade"(W): <br />Ex. Water <br />Valve <br />Sanitary Manhole #8 <br />Rim: 699.50 <br />- - - - - <br />- - - - <br />- - - - <br />Ex San Manhole <br />-- <br />� <br />8W : 689.18 <br />Rim: 698.17 <br />-8 <br />x. 8"(E): 688.70f <br />8"(N): 688.45 <br />"(W): 688.56 <br />- - <br />_ - <br />8"(E): 688.83 <br />12 Storm <br />8"(E): 691.74 <br />5' <br />Minimum <br />" DIP Water <br />DIP Wate <br />- <br />- <br />_TL <br />- - <br />- - <br />6" San. <br />146'-8"Sanitary <br />- 2�Ex. <br />8" DIP Water <br />8"Water <br />Ex. 8"San <br />46'-8 Sanitar <br />- 3.8q <br />8" San @ <br />Ex. <br />0.4% <br />Water <br />Ex. 8"San <br />------------ <br />Ex. <br />N <br />Oo <br />N <br />N <br />Oo <br />M O <br />N <br />Oo <br />ff7 N <br />Oo <br />N M <br />N <br />Oo <br />LO O <br />I M <br />Oo <br />o0 ^ <br />00 <br />N <br />Oo <br />o M <br />r? 00 <br />ff7 N <br />Oo <br />M M <br />v 00 <br />ff7 N <br />Oo <br />M <br />v I, <br />ff7 N <br />Oo <br />o O <br />,n 00 <br />7 N <br />Oo <br />CO 00 <br />Ln I, <br />j N <br />Oo <br />c0 � <br />QC! n <br />j N <br />Oo <br />M C0 <br />� n <br />7 N <br />Oo <br />o0 C0 <br />am I" <br />j N <br />Oo <br />o M <br />o M <br />N <br />Oo <br />c0 Ul <br />o O <br />Oo <br />o0 O <br />n 00 <br />O <br />Oo <br />a, <br />N d <br />O <br />Oo <br />o <br />O <br />Oo <br />,I- LO <br />d <br />O) <br />Oo <br />to <br />V r7 O <br />N I� <br />Q1 00 <br />a>o a) <br />r` cfl (0 <br />o O <br />o O <br />0 00 <br />a)o) <br />Q0 cfl <br />N <br />oo <br />co <br />C)I� <br />o) <br />co <br />o0 <br />r <br />M <br />co <br />0 <br />r <br />a) <br />co <br />0+00 <br />0+50 <br />1 +00 <br />PROFILE <br />Horizontal Scale: 1" = 10' <br />Vertical Scale: 1 " = 5' <br />1 +50 <br />2+00 <br />2+50 <br />705 <br />700 <br />•• ", <br />U <br />685 <br />C <br />o-0 � o <br />W <br />0m=� > <br />U D <br />N <br />> > o <br />0o°> C <br />V <br />D <br />U <br />Q <br />a� <br />o <br />m0 <br />�(D w <br />Z <br />N <br />0 <br />Q <br />Z <br />0 <br />U <br />ai � <br />Ica <br />m� E <br />c O <br />a <br />� ZOO U m <br />) <br />. <br />C) <br />�mr'i a o <br />n <br />N N E i <br />> ) V V 0 <br />1. <br />0LOLO$ o <br />CO N I.- U_ C) 0 <br />Z <br />� <br />J <br />Q <br />W <br />m <br />W <br />W <br />H <br />O <br />0 <br />H <br />Q <br />Z <br />W <br />3:W <br />W <br />Z <br />O <br />_ <br />O <br />y <br />CL <br />� <br />W <br />W <br />LJ <br />CL <br />H <br />w <br />0 <br />CL <br />DRAWN BY: <br />PHW <br />DESIGNED BY: <br />JWL <br />PM REVIEW: <br />JWL <br />QA/QC REVIEW: <br />JWL <br />DATE: 07/29/2024 <br />SEAL: <br />V. <br />\\\\\\\\o�OU�����1►ulllll►1�11�i�i�i�i���4i <br />§ No. 19400622 `s <br />__j'> STATE OF <br />o\�&AVOP 4 <br />S \�A <br />''�i�rnnm mull <br />SIGNATURE: <br />DATE: 07-29-2024 <br />SCALE: <br />HORZ: 1" = 20' <br />VERT: N/A <br />ACI JOB # <br />19-0582 <br />SHEET NO. <br />C4*0 <br />