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W II - <br />3 <br />� <br />\ <br />1 <br />CONTROL POINT 3 <br />FOUND MAG NAIL <br />LF� <br />- - - -693- - <br />I <br />N. 2340747.0062 \ / <br />----- LP \\ E.171414.6309 \ l <br />-692 - ELEV.=694.27 <br />\ <br />^6''�\ <br />�W <br />83 83 <br />- LP THE ATRIUM <br />\ / / 300 S. ST L0� BLVD <br />STR. <br />RIM' 689.85 <br />O= II /I Al,\ - ( ( �� Q��� �� IE(N)12'PVC�686.40 <br />I \ <br />I ` <br />I \ <br />I <br />I 1v <br />L G(aspI Enclosure <br />.& / / <br />Foundations. <br />C (PP <br />Qj1 \ vri \ <br />0 I I / (osph.) 6ga R6 �/ (o°' I /Q \ N 11 <br />vvw I <br />1 I I < ) / 1 / I X v <br />w <br />---_ LIP <br />0( - <br />V " v - - -- �= ' _ - - - S89°18'31 "W 45.77'CJ <br />Ego- 1 179.74' = - - - 02- 1000 <br />o _ LP _ I I R1 <br />- o � 1 \ %\ MH _ - - S85'38'42'W � - I I Q� <br />o v / co - - - I I I c� \ <br />l R1 R1 ,--- I I I ui v <br />West Limit of -�- R- � / -703- - R v I M <br />Retaining Wall R4 fr - 7 I � <br />r-Removal R1 � � v <br />1 <br />\ v <br />N. w/ cuRe CRATE -S60°14'35"W i19.72' R3 � \ I I I Iv�i I � <br />RIM=688.51 \ , - �� / V I / VV <br />IE W)12"HDPE=685.66 v S-i7°55'02"W 7-6-.0 R1 �' <br />IE )12"HDPE=685�-- <br />O P I r <br />SEX 12 sT. C _----------702-� �P�F,�� ���� // II <br />o I I II R7 / <br />STR. W/ CURB GRATE I I O II /V <br />RIM=688.52 \' ', A A \ V A \ V A / 7 / I R5 I I 1 4 R2 <br />IE(NW)12"HDPE--6 <br />(l$5.83 <br />\ <br />\ <br />\ <br />I <br />1 <br />� <br />I <br />\ <br />LP <br />1 <br />/ <br />(asp <br />) <br />/ <br />Remove <br />Dumpster <br />/ <br />1FMAG _ <br />STR. W/ CURB GRATE <br />RIM=697.17 <br />IE(N)24 "HDPE= 685.47 <br />IE(S)24 "HDPE= 685.42 <br />R5 U�Ex. <br />SIX <br />\ \ \ \ \ \ \ \ \ \ I I I '.Ex. 8"W 698- X I WV I FOUND MAC NAIL <br />SCI <br />i'',','Q I I N.=2340541.0415 <br />143 24' \ \ L �9> 69 \ \ \\ \ \ \ \ I I I I v' I I E.=171537.7961 <br />A4.00' 68 _ A v v�� v vim` �� v ��> >�2 0 (grovel) I R5 ^ V \ I <br />6 / i I �= ELEV.=697.97 <br />�f �P , , A \ \ V I I ' ', X 1 <br />DELTA=40 '' 2"\\ <br />CB=N49005 6"I7 <br />Ex. 8" SAN. Ex. 8" SAN. - - <br />TBM �\ V A \ \ \ \ / RemOVe gravel I I I I MH FMAG - <br />V v v v v v� v v� vv <br />CUT SQUARE ON E. \ \ \ \ \ I I I , <br />SIDE OF LIGHT POLERIM=698.17 <br />BASE AT NE. COR. OF \ \ \� �\ \ I I I IE(N)8"PVC=688.45 <br />NORTHSIDE BLVD. & ST. \ \ \ ',', �� I I ',' Pavement removals in IE(W)8"PVC=688.56 <br />LOUIS BLVD. \ \ \ \ '/ I I I ', road ROW to conform IE(E)8"PVC=688.83 <br />ELEV.=690.66 \ \ \ \ \ \ ,' \ \ \ \ \ \ ,' R2 IE E 8"PVC=691.74 <br />I to City of South Bend ( ) <br />R5 I I I Standard Detail 2-48. <br />\ �\ I I , <br />-690 <br />7 / <br />R5 <br />.90 <br />699 <br />9 <br />R5 �� I I I <br />�� �� ' > <br />CID1 STR. W/ CURB GRATE MH Ig L ,' , 96 <br />RIM=691.43 <br />SET REBAR W/ RED CAP IE(SW)12 "HDPE= 687.85 �•/ \ ' ,' ,' N�3 o35'4ji <br />"ABONMARCHE CONTROL POINT" �� /A / W ,',' W ` <br />N.=2340553.1022 / V Ex. -6 6 ' ,' l , , � <br />E=171245.0737 (��W4 TER 9� 4Q <br />STR. -\E LE C <br />RIM=691.57 <br />LID BOLTED SHUT �� W <br />' LP Q� <br />60J <br />W <br />Ex. 12" ST. <br />W <br />MJ H � <br />,696 <br />STR. � <br />RIM= 695.76 <br />BOT.=671.46 <br />ENO VISIBLE PIPES] <br />Call 811 OR 1-800-382-5544 <br />24 Hours a Day, 7 Days a Week <br />STR. W/ CURB GRATE <br />RIM=696.23 <br />IE(E)12 "HDPE= 691.23 <br />n <br />V m <br />STR. W/ CURB GRATE <br />RIM=696.30 <br />IE(N)24 "HDPE= 684.80 <br />n 1 E(S)24 "HDPE= 684.80 <br />IE(W)12 "HDPE= 690.00 <br />N <br />WV <br />I FCI <br />I <br />TBM 1 - lv <br />CUT X ON NE T TOP FLAN( <br />FIRE HYDRANT AT I CORNER <br />PETER AND NORTHSIDE <br />ELEV.=698.33 <br />EXISTING FEATURES LEGEND <br />0 LP <br />EJ CB <br />O MH <br />®W <br />® ELEC <br />Ex. 8" SAN <br />Ex. 12" ST <br />- 690 - <br />Light Pole <br />Catch Basin <br />Manhole <br />Fire Hydron t <br />Water Valve <br />Electric Transformer <br />Sanitary Sewer <br />Storm Sewer <br />Water Main <br />Metal Fence <br />Overhead Electric <br />Contour <br />REMOVALS LEGEND <br />Wood Retaining Wall <br />& Foundation; <br />ORemove <br />R1 <br />Fill and Compact Excavated <br />Area <br />to Grade <br />R2 <br />Remove Curb/Curb & Gutter <br />R3 <br />Terminate/Remove Utility Service ; <br />See Note 5 <br />R4 <br />Light Pole and fixture to be <br />salvaged and <br />re -installed. See Sheet C2.0 <br />,C5.0 <br />Sawcut at joint and Remove <br />Concrete Paving <br />R6 <br />Sawcut and Remove Asphalt <br />Pavement <br />R7 <br />Remove all Trees and Vegetation <br />and root systems. <br />GENERAL NOTES <br />1. Contractor shall request existing utility location prior to <br />commencing construction. <br />2. Contractor shall secure all permits for work in the <br />R.O. W. and notify The City of South Bend Public Works <br />Department prior to commencing construction in the <br />R/W. <br />3. See Site Layout Plan for exact removal limits. <br />4. Contractor shall remove structures, foundations, pipe, <br />etc. as noted and fill in excavated area with clean, <br />granular material compacted to 95% Standard Proctor. <br />5. Remove or abandon and cap utility lines within site to <br />the R.O.W. as required for new construction. Contractor <br />is to coordinate with the respective utility provider for <br />all utility shut -offs and removals. <br />6. Contractor is responsible for contacting & coordinating <br />with Others as needed to complete the Work and is <br />responsible for including any associated costs of the <br />Work in the Bid. <br />6. Contractor shall remove topsoil and stockpile the material <br />onsite at a location approved by the Owner. <br />7. Contractor shall review entire plan set and notify <br />Engineer of discrepancies found on plan for further <br />clarification and/or revisions prior to construction. <br />8. Removed items shall be disposed off -site in <br />accordance with all applicable local, state and federal <br />codes. <br />SCALE: 1" = 20' <br />0 10 20 40 <br />C <br />o-0 o 0 <br />W co <br />N Q) <br />E� Q <br />O 7 7 <br />� o°> <br />m <br />Q <br />1� <br />-0o <br />co <br />E <br />00 U <br />�mco7 <br />CNN E <br />0LOLO-0 <br />CO Ln I.- U_ U <br />W W 1- <br />0 ov) <br />Q Z <br />W W <br />H <br />W <br />Z 0 .- <br />_ y <br />CL 9X <br />W LJ <br />H CL <br />H <br />LU <br />Ln <br />Z <br />O <br />_ Q <br />CL <br />Z� <br />0 ; <br />rUn D <br />Z <br />V C <br />1-Im <br />v�od <br />W <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 />re\ <br />TE,�,�Q,, <br />§ No. 194006221 <br />STATE OF <br />o"0 <br />s/ANAL ���� �•���\ <br />SIGNATURE: <br />DATE: 07-29-2024 <br />SCALE: <br />HORZ: 1" = 20' <br />VERT: <br />ACI JOB # <br />19-0582 <br />SHEET NO. <br />C1 *0 <br />