r ,, z 0 " .n w a z a 0 w �w <w "" l!'i -. 00 ! 11 �N NO 9N �� Q ---- !:':'� Q '!l\ ,o � � � � ---- Or Tj ow : -o '" V ., "� � � N8 < < "zz_ Q 8,1 6� c� i5 , . <c 30 15 0 30 LEGEND - - EX. PROPERTY LI NES --- PP RR OO PP .. SRIITGEH TB OOUFNWDAAYR Y ----PROP. BUILDING SETBACK PROP. STRE ET = PROP CO NCRETE c::=:JPROP. BUILDING SITE LAYOUT PLAN NOTES 1 2 3 4. ����r;N��I��T��NT S H�ED��;cgp�; T ��l��JCi�� �������I��� fEOUIRED FOR ROAD PROJ ECT THAT RESULTS IN A CONFLICT WITH THE PROPOS ED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE PEV ELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE UNES EEOUIRED TO B E RELOCATED SHALL BE RELOCATED WITH IN ONE FOOT OF TH E PROPOSED RIGHT OF WAY LINE. D EPTHS OF ALL EXISTING ONSITE UTILITIES SHALL BE VERIFIED BY THE CO NTRACTOR PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO CO NFLICTS WITH OTHER UTILITIES, STORM SEWERS. OR STREETS. ANY CO NFLICT FOUND AFTER THE BEGINNING F CONSTRUCTION ARE THE SOL E RESPONSIBILITY OF THE CONTRACTOR. ('LL PAVING WITHI N THE EXISTING AND PROPOSED TOWN RIGHT OF WAY ���\\�Js�i�i�� 11E�;l�����f 1§�1 To::rai���z::RUCTIO N REQUIREM ENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE IWORK. A ND TO REVIEW THE AUTHORITY OF THE TOWN AS IT RELATES jfO WORK WITHI N THE EXISTING AND PROPOSED RIGHT OF WAY. DAMAGE TO EXISTI NG RIGHT OF WAY SHALL BE RESTORED/REPAIRED :fO THE SATISFACTION OF THE TOWN AT THE COMPLETION OF THE PRO JECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT OF WAY WITHIN THE TOW N PRIOR TO THE START OF CONSTRUCTION TO DOCUME NT THE EXISTING CONDITION OF THE RIGHT OF WAY. I ' I ! ,_ l ,- L ___ L __ ,-- ' ' , __ KEY MAP NTS I PR-A Number Radius Length Line/Chord Direction I Pl PC PT Chord Length [u 404,82 N89° 57' 50.00"W 0+00.00 Cl 42.50 67.18 N44° 4-0' 40.SO"W 4+47.75 4+04.82 4+72.01 60.40' L2 470,03 N0° 36' 29.00"E 4+72.01 C2 SO.DO 39.92 N22° 16' 00.SO"W 9+63.14 9+42.04 9+81.97 38.87' 0 0 " LLJ "' - 0 0 z 0 N 0 N " 0 0 N " 0 0 0 0 - m 0 r ! ' 184 63' 18430' __ 183.95' fS'l'. lei LOT NO 15 0.305 ACRES LOT NO. 14 0304 ACRES 0L3O0T4 NAOC .R1E3S '-------------------------------"-====-=-=-- =="""" 184.66' COMMON AREA 0.422 ACRES WET DETENTION BASIN 6,300 S.F. ± 149.06' LOT NO. 12 0394 ACRES MATCHLINE STA. 6+90 CONT'D ON SHEET 8 g <+D + "' • • I I (> 74.689' LOT NO. 5 0.272 ACR ES N 89° 51' 52" E 416.65' 72.00' 72.00' 0-------------------------, 1 LOT NO. 4 LOT NO. 3 0 259 ACRES 0 259 ACRES 72.00' ORCHARD DRIVE LINE PR-A 72 00' 74.41' LOT NO 1 0.274 ACRES II SO.DO' I PROPOSED WATER I I METER PIT 11 PROPOS ED 12'x4' r CO NC. PAD FOR MAILBOX ES fllJ llJ a::: fCf) z 0 f (9 z I Cf) � L ? _ L1 _:::-,__+-------=••---------1--------••---=-----1---------e,,--------t--------•·------+I-- LOT NO. 11 0.319 ACR ES 100.00' " 0 I� ' ' 1 ' 4+00 6 302' ____________________ ____.) 72.00' N 89° 47'32" W 661.47' I 3+00 0.L2O59T ANCOR. E9 S 72.00' r 1 1 ' ' ' 2+00 ' ' L_______________________J 72.00' LOT NO. 7 0.261 ACRES �------------------------------' 72.00' 1+00 LOT NO. 6 0.270 ACR ES 74.41' SO.DO' 0+00 0 0 0 lf) ISITE LAYOUT PLAN REVISIONS z 0 4/25/25 .. z BID SET C 2025 Midw�stcrn Engineers. lnc. 802 West Broadway S1rect P.O. Box 295 Loogookc. Indi,ma 47553 DATE APRIL 2025 DESIGN CWR,:'EKP,:'BDH DRAWN DRK,:'MKW Q.C. CHECK PROJECT NUMBER 2024072-02 7 7 OF I � LE NUMBER _ 44748 45 I Do Not Use Plan Previews for Take Off
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