Midwestern Engineers, Inc. Plan Preview

B I TOWN OF DALE: TOWN COUNCIL RAY STRIEGEL, PRESIDENT NATHAN BRITTINGHAM, COUNCIL MEMBER LARRY MAY, COUNCIL MEMBER MURRAY STOUT, COUNCIL MEMBER DON WERTMAN, COUNCIL MEMBER CLERK-TREASURER CYNTHIA MORRISON DEVELOPER: ELITE COMPANIES, INC. OBA ELITE CONSTRUCTION SERVICES 304 E S.R. 68 HAUBSTADT, IN 47639 ORCHARD ESTATES FOR TOWN OF DALE SPENCER COUNTY, INDIANA 2025 WATER & WASTEWATER OPERATOR DEAN MOORE STREET MANAGER ADRIAN MORRISON ATTORNEY BRUCE CISSNA DALE, IN PROJECT LOCATION ville 3.2 Cato Campbelltown , Portersville \_ I Hays�ille ' ' Otwell 56 !it ,. ro Youngs, Sjlrinp�/ley Greenb NAT10NAl FORES Ethel Branchville ;H Oriole NOTTO SCALE BID SET Q � � �1----;===1�====================================:::::;-.=======================;--;:=========================,;r====��==,;=:=:=:::��ac=:==:=:=;=;==::====:==,;=======i1 i :tj ; 0� �,,,,,:''w 111'' ,, '''' ' ' t COPYRIGHT © 2025 Midwestern Engineers, Inc. !I: rS m Quality Engineering Services Since 1959 # \,\\I , 0 � i � II Midwestern � Engineers, Inc. PLANS CERTIFI ED sY, ____,,,...,,.,,,l,t,,.a:,....,,.,. ..,,.,· ,.,,.,,w---•-.=..,f½.-,---------'"""� "7� 2"'��- /� \; �..G;�:�#.. 0 ' \ PR�i��7��ER ;; , I � le CUNT w. ROOS, P.E. =- *.., PEI 1300241 .! ; .J '?! a:'. 6809 Corporate D,ive, 802 West Broadway St., P.O. Bo" 295 REGISTERED ENGINEER No. PE:11300241 STATE � INOl-'HA - - ;;;; cc . . is: � Indianapolis, IN 46278 Loogootee, IN 47553 i_ � STATE OF 1'!,! J < t, � � Ph: 317-334-0262 Ph: 812-295-2800 QUALITY CONTROL -. -· � � ..,. � � -- \'(1ebsite: midwestcmrng.corn Pax: 812-293-2801 Hrna;L mcinc@m<dwes,emeng.curn REVIEWER: � �&" IND fl"-'- � # ;: Q O � Consultants Civil MechanicaJ ElectricaJ DA TE ,,,,, 8 1 0NA \. '\�\\.+# ,c � ..J ,,,,,,,1111111\\\' �;Ii FILE NUMBER 44754 _c.,_OF 45 Do Not Use Plan Previews for Take Off

1 2 3 4 5 6 7 8 9 10 11 12 13 14 lS 16 17 18 19 1 2 3 4 5 6 7 B z 9 0 0 0 � 0 � 0 w •w<a �< I �o 11 � N �� ---- �� .o Q >l' I .� � •• ---- ow :r1 :§ a: :,: •• 0 ;; �8 " zZ < 8 ;; Q !il lll:(j 0 - 5N•• " . <c ' GENERAL NOTES PT OO IPNOTGSROA FP HCYO NS HN OE CWTNI OONN, EP TL AC N. HS HOEWE ET VS EIRS; ITNHTEE NE DX AE CD TT LOO SCHA OT IWO NT HAEN DG EQNUEARNATL I TL IOECSA TS HI OANL LOBFE F VE ENRCIEFSI ,E DC UALTV ET RHTES T, IDMREI VOEFS ,C EOXNISSTTRI NUGC TUI TOINL .I T l E S , NT HO ER THHO AR MI ZEORNI CT AA NL LDOACTAUTMI O( NN ADOA T8 A3 ) I. S EBLAESVEADT IUOPNOSNATRHE EB IANSDEIDA NOAN STTHAET E1 9P8L8A NN EO RC TOHO RA DMIENRAI TC EA NS YVSETRETMI C(AWL EDSATTZUOMN (EN) ARVEOF E8R8E) .N C E D T O T H E 1 9 8 3 CTHOENSCTORNUTCRTAIOCTNOIRS STHOABLLEGCIANL.L INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE TA HL TEHLOOUCGAHT I TOHNE OS EF PELXAI SNTSI NH GA VUET AI LTITT EI EMSP TE ET DC . TSOH OS HWONWO AN L TL HEEXSI ES TPILNAGN SU TAIRL IET NI EOST, TT HH EE EC XOANCTTR AL COTCOA RT I SOHNASL BL UNTO OT NALSYS UA MGEE NA EL LR AELX ILSOT CI NA GT I OU TN I. L I T I E S HC OA VNES TBREUE NC TSI HO ON WA RNE. ATSHAERREE FCOL RE AE RILTYSMHAARL LK EBDE ITNH ET HCEO NF ITERLADCPTROIROSR RTEOS PAONNYSCI BOINL SI TTYR UTCOTSI OE EN TI NH ATTH EA LALREEXAI.S T I N G U T I L I T l E S W I T H I N PORFOSPUERRVTEYYLBINYEMSI,DWWHEESRTEERSHNOEWNGNI,NAEREERSB,AISNECD. ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS ARE BASED ON A PLAT DT HU SE TC EOMNITSRSAI COTNOSR. SAHL LA LALR BE AE SR DE QI SUTIURRE BDETDOBIYMCP OL ENMS ET NR UT CDTUI OS TN CSOHNA TL LR OB EL MS EEEADSEUDR EOSR( SSUORDFDAECDE, WU NE TL ETSI NS GO)TAHSE RNWE CI ES SE SSAHROY WT NO. M I N I M I Z E F U G f f i V E ETNHGEICNOEENRTRPARCIOTORRTOSHAOLRLDBEERIRNEGQNUEIRWEDSTTROUFCITEULRDEVSE. RIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE M FFL O E O R T W E A RA N B A Y L D E E J X U F C I S A L T L V M . A ETNI OT SN OWRI TRHEILNO PC AA VT EI OD NASR, EFAI RS EF OH YR DMRAANNHT ORLEEL AO DC JAUTSI OT MN SE ,N ET TS C, .V, ATLHVEE CBOONX TARDA JCUTSOTRM SE HN AT LS L, IRNELPELTA CA ED JTUHSET ME XECNATVSAOT RE DR EMLAOTCE ARTI IAOL NWS I, T H THE CONTRACTOR SHALL NOTIFY, IN WRffiNG, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. CAIlTlYC/TOONWSTNR, UOCRTILOONCAMLERTEHQOUDISRE&MMEANTTESR, IWALHSICMHUESVTERCOHNAFSOJRUMRITSODICCUTRIORNE.NT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. WWAHTEENRPMERAFNOARGMEMINEGNTGRTAODCINOGNTORPOELRAMTOIOISNTSURDEUROIFNSGOPIELRSI.ODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING DRAINAGE AND GROUND AT FA TNEDRE MS T- AR XI PL PE I DN UG MTPO PT SROU ICLK, TT HO EDSEUT BE GR RMAI ND EE LS OH COAUTL IDO NB ES PORF OAONFY- RPOOLCLKEEDT WS OI TFH UANNS UA IDTEAQBUL EA TMEAL TY ELROI AA DL .E DA RVEEAHSI CELXEC ES US SC IHV EALSY AD FEUF LL LE YC TLIONAGDSEHDO U L D BAER EDAESL IWN IELALT BE ED .D ERTEECROMMI MN EE ND DAATT ITOHNE ST FI MO RE ODFR YCIONNGS, TARMUECNTDI OI NNG B, YA NT DH /EOCRORNETMROA VC AT LO RO' FS AGNE YO TUENCSHUNI TI CAABLL ET EMSATTI ENRGI ARLE PWRIETSHEINNT TA HT IEV PE R. O P O S E D P A V E D DCOEMNOTRLIATCITOONRRSEHQAULILREBDE RTEOSRPEOCNESIIVBELESIFTOERIMREPVRIOEVWEIMNEGNATLSL. DRAWINGS ANO SPECIFICATIONS TO DETERMINE THE EXTENT OF EXCAVATION AND CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER AND ITS REPRESENTATIVES. DCOEVNETLROAPCETROPRRSIHOARLTLOFOTLHLEOSWTAARLTL OTEFRCMOSNASNTDRUCCOTINODNff.iONS OF THE CONSTRUCTION STORMWATER GENERAL PERMIT TO BE OBTAINED BY THE All UNPAVED DISTURBED AREAS SHALL RECEIVE 8" MIN. OF TOPSOIL TO FINAL GRADE FOLLOWED BY SOD OR SEED AND STRAW. PTLHAENWS.IDTH OF ALL CONNECTING PRIVATE SIDEWALKS SHALL MATCH THE WIDTH OF THE EXISTING SIDEWALK UNLESS OTHERWISE NOTED IN THE CS AONNITTRAARCYTSOERWTEOR ,P AONTDH OWL AE TAENRDI NV FE RR AI FSYT RDUECP TT UHROE F. ACLOLNUTTRIAL CI TTIOE RS SP HR IAOL RL NT OO TSIHF YO PE NDGRIANWE EI NRGOSFUABNMYI TDTIAS LCSR EFPOARNACLI EL SP ROOR PCOOSNE FDL ISCTTOSR. M S E W E R , GRADING, UTILITIES, & DRAINAGE NOTES IANLLA CWCOORRKDRAENLCAETWI NIGTHT OP LIANNSST AWL LHAETRIEOANP, PRLEINC AOBVLAET, IAONNDOARPMP LOI CDAI FBILCEA TS TI OANT EOCFOWDAETSE. R , D R A I N A G E , A N D O R S E W E R S E R V I C E S S H A L L BE P E R F O R M E D THE CONTRACTOR SHALL VERIFY All DIMENSIONS AND GRADES ON THE FOUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. AA LBLR UGPRTA DGIRNAGD EI S CTHOA NB GE ESSMAONODT HM EAENTD LCI NO EN TAINNDU OG UR AS DWE HOEFR EE XPIRS OT IPNOGS ECDO NS UO Rf fFiAOCNESS WM IETEHT NE XE IWS TI IMNPGR SOUVRE FMAECNETSS. . E L I M I N A T E R O U G H S P O T S A N D CONTRACTOR SHALL MAINTAIN POSffiVE DRAINAGE {1.5% MINIMUM) AWAY FROM ALL BUILDING FOUNDATIONS AND STRUCTURES. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY DITCHED TO DRAIN, WITH NO SURFACE WATER PONDING OR PUDDLING. BMEI N1I:M5 0U MO RC R2 O%S. S ASNL OY PDEI SOCNR EAPl Al NWC AI EL SK WN OA YT S AWL LIOL LWBI NE G1 :T1H0 0I S OTRO 1O. 0C%C UTROSPHRAOL LV IBDEE RPEOPSOf fRiTVEED DTROA ITNHAEGOE .W NMEARX IPMRUI OMRA TL LOOCWOANBTLIEN UC RI NOGS SWSOLROKP. E W I L L FAILNLI SL IHTEI LDI TGYRGA RDAETAENSD, CAODVJEURSST,EODRT OO TPHREORVSI DUER FAASCME OEOL ETMHETNRTASNISNmT EONND EADT TAOl lBEEDEGXEPSO. S E D AT G R A D E S H A L L B E F L U S H W I T H T H E A D J A C E N T EDXACMAAVGAET ITOON ERX EI SQTUI INRGE DU TWI LI TI THYI NL IPNREOS XOI MR ISTTYROUFC TK UN ROEWS NC AE UX ISSETDI NDGU RU ITNI GL I TCYO NL ISNTERSU SC HT AI OL NL BOEP EDROANTEI OBNY SHAATN DN .O TC OC NOTS RT ATCOT OT RH ES HOAWL NL ERRE.P A I R A N Y WVEHRETRIECANLECWUREVAERSTHOWRORROKUMNDEESTAETXAISLLTITNOGPEAANRDTHBWOTOTROKM, COOFNSTLROAPCETSO.R SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING EARTHWORK QUANTITIES CUT (CYS) FILL (CYS) NET (CYS) 11472 11073 399 Electric: P J C e H e r n : e t m 8 e 1 r i P a 2 h o -4 in Q 9 t 1 . E - P 4 n a 7 e r 5 r k g 4 e y r jeremiah.parker@centerpointenergy.com PTSeClephone: 1S1a 8i n7t 7 MEe. i nS rt aa dt e, IRNo a4d7 56727 PH: 800-511-4899 2 IA n 4 T d 0 & i a T N n .aMpoelriisd, iaINn S46t.2, 0R4oom 1791 PH: 317-265-3050 Cable: P1S18C77 E. State Road 62 PSHa i:n t8 0M0e-i5n1r a1d- 4, 8I9N94 7 5 7 7 I 2 A n 4 T d 0 & i a T N n .aMpoelrisid, iaINn 4S6t.2, 0R4oom 1791 PH: 317-265-3050 IVNi nDcIeAnNnAe sDDEiPsAt rRi cTt M, VE Ni nTc eOn Fn eTsR, AI NNS4P7O5 9R1T A T I O N PH: 812-882-8330 SJaPmENesCESReiCleOr,UDNisTtYricCtO1MMISSIONERS HMeaal ctohlemr G( Mriaecs,) DWisetbribc,t D2i s t r i c t 3 2Ro0o0mMa6in St. PR Ho :c k8p1o2r t- 6, 4I N9 - 64 70 60 43 5 UTILITIES I I � � Know what's below. Call before you dig, Gas: C30o3mNm.uWniatyshNinagtutoranl SGta.s Co., Inc. D PPH . a O l : e . 8 , B 1 I o N 2 x - 9 4 3 3 7 2 7 5 0 - 2 2 3 3 76 Fdaaxle: @81c2o-m9m37u-n4i8ty6n0aturalgas.com D 5 U 3 a n 3 l - e G , E a . I s N M e 4 d 7 c 5 a 2 l 3 f St. Pf aHx: : 880102- -845204- -49308506 Water: 1T0o3wn of Dale s. Wallace St. DPHal:e8, 1IN2-943775-223086 STeowwnero:f Dale D3 7a 9l e4, EI N. 14870502 3N . PH: 812-937-2040 SHEET NO. 1 2 3 4 5 6 7-8 9-10 11-12 13 14-18 19-21 22-23 24-25 26 27-28 29-33 34-35 36 37-38 39 40-45 SHEET INDEX DESIGNATION COVER INDEX AND GENERAL NOTES EXISTING SITE PLAN SITE PLAN - OVERALL PLAT OF SURVEY PLANNED UNIT DEVELOPMENT SITE LAYOUT PLAN SITE GRADING PLAN STREET PLAN & PROFILE UTILITY PLAN - STORM & SANITARY SANITARY PLAN & PRORLE STORM PLAN & PROFILE STRUCTURE DATA TABLES PIPE MATERIAL TABLES lfTILITY PLAN - WATER TYPICAL DETAILS T'/PICAL DETAILS - SANITARY T'/PICAL DETAILS - WATER EROSION CONTROL PLAN EROSION CONTROL DETAILS STORM WATER POLLUTION PREVENTION PLAN SECTION SHEETS ALONG STREET ALIGNMENT PR-A REVISIONS LOCAL AGENCIES SHEET NO. DATE REVISED LEGEND 6"W---- -W----<88--W--- _f ___ W !: ==:::18t::1 = ------;81--- Existing Water Main and Size Existing Gate Valve Existing Flush Hydrant Existing Fire Hydrant Existing Storm Sewer & Manhole Existing Sanitary Sewer & Manhole I • • I Existing Sidewalk �------� I I Proposed 4" Concrete Sidewalk �------� f�O�O�O� ol Proposed Tactile Warning ------ Proposed Water Main 0 Proposed Gate Valve -0?- Proposed 3-Woy Fire Hydrant & Gate Valve Proposed Storm Sewer □ Proposed Inlet 0 ..-a-, - - - HT--- -----£----/- - Tree Buried Telephone Cable Gos Main High Tensile Fence Woven Or Barbed Wire Fence Wrought Iron Or Chain Link Fence Electric Or Wood Fence Utility Pole With Guy Wire INDEX AND GENERAL NOTES • z 0 REVISIONS 4/25/25 BID SET C lll2l Midwe.st�rn T.:ngineer,;. ]rn;. 802 West Bro:idw�y Street P.O. !lox 295 Loog_ootec. Indian:. 47553 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q,C. CHECK PROJECT NUMBER 2024072-02 2 2 OF 45 I Fllf NUMBER I 44753 Do Not Use Plan Previews for Take Off

I I I I I \ \ \ I I I REVISIONS �tJ-� 4125125 BID SET C 2025 Midwe.stem Engineers. Inc. 802 West Brnarlway Street P.O. Bo.x 295 Loogootee. lndi,ma 47553 DATE APRIL 2025 DESIGN CWRl'.EKPl'.BDH DRAWN DRKl'.MKW Q.C. CHECK PROJECT NUIABER 2024072-02 3 3 OF 45 I FllE NUMBER 44752 I Do Not Use Plan Previews for Take Off

� 0 •• 0 � ,. � 0 ,, 0 C � w � ;j �w � <.•• �□ Q ON ---- �o Q 'Ill �� w " � > --- 0 c, ;; ,I ;� u •. ::.: � ·�Ow < � -· "" - 0 "� '" 0 �u X z-_z g� 6y ,�55,. <o I I I I /I I / I I I I I I I I NO.. 74-02-08-300-039.099-002 THAN Bl& RACHELL. 11,SHING ON ST.: 47523 I I I I I I I I I I I I PARCEL NO.: 74-02-08-300-032.000-002 S3 6T5A0T UE SOHF I IGNHDWI AANYA 4 1 ; VINCENNES. IN 47759 PARCEL NO.: 74-02-08-300-031.005-001 ACCESS STORAGE NOW, LLC P.O. BOX 68 DALE. IN 47523 I 7,____ PARCEL NO.. 74-02-08-300-031.001-001 GOGEL. MARK W & TERRI L. 3336 E. GOUNTY ROAD 2000 N DALE, IN 47523 PARCEL NO.: 74-02-08-300-031.004-001 / HESS, MARY VICTORIA 3374 E. COUNTY ROAD 2000 N: DALE, IN 47523 I I I LOT N 9,: 20 0.26□rCRES I I I I I ' L----'--- ---�--.l:""l' ' L ________ _ ,---- --- ' I LOTN0.18 0.306 ACRES ' L ____ _ 1------ ,----- ' I LOT NO. 17 0.306 ACRES ' ' I LOT NO. 16 0.305 ACRES ' L ____ _ ' I LOT NO. 15 0.305 ACRES ' L ___ _ ' I LOT NO. 14 0.304 ACRES ' ' I LOTN0. 13 0.304 ACRES ,' ------ I ' I LOT NO. 12 I 0.394 ACRES ' L _____ �-1/" COMMON AREA 0.422 ACRES WET DETENTION BASIN 6.300 S.F. ± LlJ > er: 0 0 er: <( I 0 er: 0 PARCEL NO.: 74-02-08-300-032.000-002 MALAN, DONNA R. 704 N. WASHINGTON ST.; DALE, IN 47523 PARCEL NO. 74-02-08-300-037.000-002 TULEY, RONALD W & SHIRLEY L. 636 N. WASHINGTON ST.; DALE, IN 47523 ,---7 ,--7 ,---7 ,---7 ' LOT NO. 5 1' I 0.272 ACRES PARCEL NO.: 74-02-08-300-037.013-002 IGLESIA CHRISTIANA FUENTE DE VIDA, INC C/0 MARINO CASTRO 18 SUNSET DR.; DALE, IN 47523 LOTN0. 4 ' 0.259 ACRES I ' LOT NO. 3 1 I 0.259 ACRES I ' I ' I ' LOTN0. 2 I I 0.260 ACRES I I ' BPEALRTC, ENLANTOH A. : N7 4B- 0&2 -R0 8A-C3H0 0E-L0 3L9 . 0 9 9 - 0 0 2 550 N. WASHINGTON ST.; DALE, IN 47523 LOT NO. 1 ' 0.274 ACRES j I I I I I I I I ¾" EB.f'.R ♦EL 481.4 I I I INT8 I I I I I I I Point# PARCEL NO.. 74-02-08-400-033.000-002 TEMPEL FARM, LLC 16289 N COUNTY ROAD 390 E LINCOLN CITY, IN 47552 5 6 7 8 PARCEL NO: 74-02-08-400-033.002-002 HOAGLAND PROPERTIES, LLC 3181 S. SPEEDY ROAD ECKERTY, IN 47116 Point Table Northing Easting Elevation 1066923.29 2979429 22 474.20 1066945.48 2979993.09 480.43 1066914 10 2979711.21 481 55 1067468.69 2979991.43 481.44 7 Description cp 5/Sin rebar cp mag nail TBM RRS N side utp Y64-155 cp 5/Sin rebar 60 30 0 -LEGEN E P D X R .OPPR. OSIPTEERBTOYULNINDEASRY - PROP. RIGHT OF WAY 60 J ----PPRROOPP.. EBUA SILEDMINEGN TSETBACK -PROP. STREET I OINT6 -I , E GR ')800 t\.J MAG!jAIL .----, --=--=- -i1 1 :::.:::.:::__:::__::-=\=---:_:::__:::__:::__:::__:::__:::__::-=--==-=--=-=-=-=-=-=--=:---:=--:_:::.:::.:::__:::__:::__:::__::-=-==-----_-_- _-_ -_-----_:::.:::.:::.:::.:::.-_----_-_ -_-_-_-_-_-----__-_-_-_-_-_------•.--��oo� ..;��E��Ao��iPc:O::l:'.:N _ ::. T �,=====-----'=_=_:::.:'::_�}_-'_� L��,_.__,__.,_rr-'1 :'-_==- -===----,�IB�M�l ""'--,,-�;,.,�;;:::---=---=-====---=-=-=====-=---=-=1E�LIIEV4 1 so4 .r-3 ________________ _ _ _ ___________________________'---' ___P _R_o_P_ . _s_ u_i_L_D _IN_ G _____ __ � v ,� " ..., " RR SPIKE, IIJ S I DE PVVP 11 ELEV474.2U - -♦ELEV481.5b- - ---- SITE PLAN OVERALL REVISIONS 4/25/25 BID SET C 2025 )\-\idwes1crn Engineers. Inc. 802 Wes! Broadway Street P.O. Box 295 Loogoo1tt. Indiana 47553 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 4 4 OF 45 I FILE NUMBER I 44751 Do Not Use Plan Previews for Take Off

PLAT OF SURVEY A PARJ OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 4 SOUTH, RANGE 5 WEST, IN THE TOWN OF DALE, CARTER TOWNSHIP, SPENCER COUNTY, INDIANA. Gerti cate of Survey This is to certify that I have completed a retracement survey at the request of Orchard Estates, LLC for the purpose of establishing the boundaries and preparing a plat of survey for a parcel of land in the Town of Dale, Carter Township, Spencer County, Indiana. Subject Deed: Instrument 2022R-02560 Subject Parcel: 74-02-08-300-037.012-002 Legal Description as Surveyed Part of the southeast quarter of the southwest quarter of Section 8, Township 4 South, Range 5 West, in the Town of Dale, Carter Township, Spencer County, Indiana, being more particularly described as follows: Com � encing at the south quarter-corner of Section 8 as marked by a 5/8-inch rebar; thence along the east line of the southeast quarter of the s uthwest quarter of Section 8, north O degrees 12 minutes 59 seconds east, a distance of 298.25 feet to a mag nail with a washer stamped 'BU -HLER 21000213' marking the point of beginning; thence, continuing along said quarter-quarter section line, north O degrees 12 minutes 59 seconds east, a distance of 375.43 feet to a mag nail with washer stamped "BUEHLER 21000213"; thence south 89 degrees 49 minutes 25 seconds west, a distance of 416.57 feet (passing a 518-inch rebar at 30.00 feet) to a 1/2-inch rebar; thence north O degrees 35 minutes 00 seconds east, a distance of 417.17 feet to a 1/2-inch rebar; thence south 89 degrees 53 minutes 41 seconds west, a distance of 218.50 feet to a 5/8-inch rebar with cap 'BUEHLER 21000213" on the southeast right-of-way line of U.S. Highway 231; thence along said right-of-way line, south 36 degrees 01 minute 55 seconds west, a distance of 48.10 feet to a 5/8-inch rebar with cap "CASH WAGGNER & ASSOCIATES #0096"; thence south O degrees 17 minutes 28 secords west, a distance of 749.93 feet to a 5/8-inch rebar; thence south 89 degrees 48 minutes 10 seconds east, a distance of 400.18 feet to a 5/8-inch reba � with cap 'BUEHLER 21000213'; thence south 89 degrees 50 minutes 53 seconds east, a distance of 261.33 feet (passing a 5/8-inch rebar with cap "BU HLER 21000213' at 231.33 feet) to a 5/8-inch rebar with cap "BUEHLER 21000213"; thence south 89 degrees 50 minutes 53 seconds east, a distance of 3o 1 oo feet to the point of beginning. The above-described parcel contains 8.008 acres, more or less, and is subject to all legal easements and rights-of-way. l�u:b��:::c:p��h Title 865, IAC 1-12, the following opinions and observations are submitted regarding the various uncertainties in the location of lines \ and corners established on this survey as a result of: A. B. C. D. Variances in the reference monuments; Discrepancies in record descriptions and plats; Inconsistencies in the lines of occupation; and Relative Positional Accuracy Note: This report must be accompanied by the associated plat of survey. Reference Documents Instrument 2020R-01864 - Survey by Philip J. Buehler (Reg. No. 21000213) Instrument 2024R-01260 - Survey by Nathan J. Walker (Reg. No 20200085) Reference Monuments 1. A mag nail recovered at the apparent southwest corner of the southeast quarter of the southwest quarter of Section 8. 2. A 5/8-inch rebar recovered at the south quarter-corner of Section 8. 3. A mag nail with washer stamped "BUEHLER 21000213" recovered in County Road 2000 North. 4. Two mag nails with washers stamped "BUEHLER 21000213" recovered in Old U.S. Highway 231, marking the eastern corners of the subject parcel. 5. Two 518-inch rebars recovered at a 30-foot offset to the mag nails identified in Item 4 above. 6. A 5/8-inch rebar with cap "BUEHLER 21000213" recovered at the northwest comer of Parcel 74-02-08-300-039.000-002. 7. A 5/8-inch rebar, slightly bent, recovered at the southwest corner of the subject parcel. 8. A 5/8-inch rebar with cap "CASH WAGGNER & ASSOCIATES #0096" recovered on the southeast right-of-way line of U.S. Highway 231. 9. A 518-inch rebar with cap "BUEHLER 21000213" recovered on the southeast right-of-way line of U.S. Highway 231. 10. A 1/2-mch rebar recovered at the northeast corner of the subject parcel. 11. A 112-inch rebar recovered at the southwest corner of Parcel 74-02-08-300-037.000-002. 12. A 112-inch rebar with cap "MEHLING 11472" recovered at the northeast ccrner of the southeast quarter of the southwest quarter of Section 8. Vari;i. ces in Reference Monuments Rete�ence monuments for this survey were mostly observed to be in reasonable agreement with their expected positions, relative to prior surveys and dime�sions found in the public records. A variance of 0.31 feet was observed on the east boundary line of the northern portion of the subject parcel. Otherr l variances are noted upon the associated plat of survey. Discr pancies in Record Documents No d;' crepancies were discovered relating to the record documents consulted for this survey. lncon istencies in the Lines of Occupation Lines of occupations were observed to be reasonably consistent with the boundary lines as surveyed. No inconsistencies are reported. Note: Unwritten rights may exist as the result of lines of occupation present in the field, which may or may not be shown on the attached plat or described in this report Any questions regarding the nature and existence of such rights should be referred to an attorney. Relative Positional Accuracy The relative positional accuracy of the corners and lines established by this survey is within the specifications for a Rural Survey (0.26 feet plus 200 parts per million) as defined by Title 865, IAC 1-12. Theory Kif Location Mon�ments were recovered at all corners of the subject parcel as shown on the associated plat of survey. The positions of these monuments were found to be consistent with the legal description in the subject deed, and therefore the monuments were accepted. Reservations This survey is subject to additional facts that an accurate and correct title examination might disclose. Evidence of unrecorded easements has not been located in the field and is not shown on the associated plat of survey. Certi_ rycation Subject to the above reservations, I hereby certify that this report represents a survey conducted under my direction, and that all information contaimed herein is correct to the best of my knowledge and belief. This survey was conducted according to the requirements set forth by the State of Indiana in Sections 1-19 of 865 IAC 1-12. STATE OflNDIANA PARCEL 74-02-08-300-031.002-001 INST. No. 200JR--01544 " 5 C /8 A " REBAR WI CAP SH WAGGNER & ASSOCIATES #0096" 0.3' BIG ACCESS STORAGE NOW, LLC PARCEL 74-02-08-300-031.005-001 INST. No. 2012R-03643 (f) 0 0 " � --.J "3 co STATE OF INDIANA PARCEL 74-02-08-300-032.001-002 INST. No. 2003R-01544 5/8" REBAR WI CAP / "BUEHLER 21000213" / 0.3'AJG 218S.508'9M"53'24118".W59 R SUBJECT PARCEL: ' ' \ I " " R "50' ' ' OWNER: ORCHARD ESTATES, LLC INST. No. 2022R-02560 PARCEL No.: 74-02-08-300-037.012-002 AREA: 8.008 ACRES ZONING: "R' LOW & MEDIUM DENSITY RESIDENTIAL RP NE COR, SE 114, SW 114. SEC. 8 1/2" REBAR WI CAP (MEHLING 11472) MALAN, DONNA PARCEL 74-02-08-300-032,000-002 INST. No. WOSR-02943 112" REBAR 03 ' AJG N 34"46'19" W 34.59' TURLEY, RONALD ANO SHIRLEY PARCEL 74-02-0B-300-037.000-002 D.R 162. PAGE 97 5/8" REBAR � co <D 112" REBAR FLUSH W/ GRADE MAG NAIL WI WASHER �0.,..· ;:.. 3 _' .::B :: /G��"""".::-:::=:::::-::�;---:-:-;:�::--;;--_-_________________3: 0 : ' 0 ::: / : S:PO tl:NT��==::t"B UEHLER 210000213" "'� S 89"49'25" W 416.57'(M) >''�, TEMPEL FARM, LLC 0 60 120 180 • � I D - 1--� SCALE: 1" = 60' BASIS OF BEARINGS THE BEARING SYSTEM FOR THIS PLAT IS BASED UPON THE INOIANA STATE PLANE COORDINATE SYSTEM - WEST ZONE. NOTES 1. THIS PLAT OF SURVEY MUST BE ACCOMPANIED BY THE ASSOCIATED SURVEYOR'S REPORT. 2. UTILITY INFORMATION WAS NOT SHOWN AS A PART OF THIS SURVEY. 3. TOPOGRAPHIC INFORMATION WAS NOT SHOWN AS A PART OF THIS SURVEY EXCEPT WHERE IT RELATES TO THE BOUNDARY. �, 0 �· w, PARCEL 74-02-08-400-033.000..()()2 INSTRUMENT No. 02-2587 �, i, �. ;1 �I•' � @: R . P . -------------------------------- "'J� PROPOSED 10' UTILITY EASEMENT - CENTERPOINT ENERGY, INC. ,),· 19.74' , PC PROPOSED ORCHARD DRIVE 60' R/W � .• ·- - -- -- - • -- - -- - "'9'51S8"W�a,r- - --------------- '-..._ �- - ---�P=Ro=,=se=o�o, �u- =Tl�LITY=EA�s=EM=E�N,�- =cE�N,=E=R,=01�,,=E�NE=R=Gv7, 1�,c�. --------� M 'St "' ..... w � 0 z VICINITY MAP 1------8 ------1 SUBDIVISION LOCATION SECTION 8 SYMBOLS LEGEND Q MONUMENT RECOVERED AS NOTED XX.XX' (M) MEASURED DIMENSION S 89"50'53" E 261.33'(M) MAG NAIL WI WASHER 5/8" REBAR WI CAPr----------�lffl"'!J!"lll""nrrnr1m'!::li-----------<f-:'.'.:::--:::-:-::--:'.'."."::'.-:'____....;....:.,.__....._,,_� "BUEHLER 210000213" SLIGHTLY BENT 518" REBAR W/ CAP XX.XX' (R) RECORD DIMENSION FLUSH WI GRADE "BUEHLER 21000213" 0.3' AJG 5/8" REBAR WI CAP "BUEHLER 21000213" 0.1' BIG -30' 0/S POINT MAG NAIL IGLESIA CRISTIANA FUENTE DE VIDA, INC. PARCEL 74-02-08-300-037.013-002 INST. No. 2022R-01928 BELL, NATHAN & RACHEL PARCEL 74.02-08-300-039.000-002 INST. No. 2017R-01398 P.0.B. FLUSH WI PAVEMENT MAG NAIL WI WASHER "BUEHLER 210000213' &------------..N ��r,rr- -c--.R.,.._'2;,;:oo;;-; o .. N ,;;o"'R""liH..-- -<'>--'==-"-""="'-,.c'��w.,i,.------<0P.o.c. S. 114-COR., SEC. 8 5/8" REBAR 0.2' BIG XX.XX' (S) DIMENSION AS SET THIS SURVEY HOAGLAND PROPERTIES, LLC PARCEL 74-02-08-400-031002-002 INST. No. 2023R-01940 SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT REPRESENTS A SURVEY DONE AT MY DIRECTION, COMPLETED FEBRUARY 27, 2025 THAT IT IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND IT COMPLIES WITH THE REQUIREMENTS OF TITLE 865, !AC 1-12. NATHAN J. WALKER, P.l.S. NO. LS 20200085 I AFFIRM UNDER THE PENALTIES OF PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT EA CH� CURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. � -,,N A ~ TH ~ - A ," N - J .W - A - LK _ E _ R.- P- LS - u CREVISIONS CCopyright Feb. 2025 Midwestern Engin-eers, Inc. 802 West Broadway street P.O. Box 295 lo""ootee, lndkmo �7553 DATE 02!_27{_2025 DESIGN NJW DRAWN NJW Q.C. CHECK BAP PROJECT NUMBER 2024072-02 5 5 OF 45 I FllE NUMBER 44750 I Do Not Use Plan Previews for Take Off

ORCHARD ESTATES PL¥\NNED UNIT DEVELOPMENT A SUBDIJISION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 4 SOUTH, RANGE 5 WEST, IN THE TOWN OF DALE, CARTER TOWNSHIP, SPENCER COUNTY, INDIANA. OWNE!R'S CERTIFICATE TDHEPE IUC NT Eq,EO RASNI DG NDEEDS.C_R I B_E D _H E R_E I N_, H E_R E_B Y _C E R_T l F _Y T H_A T_S A I DARS EOAWL NEESRT AOTFE THHAES RBEEAELN ELSATI DA TOEF B IB N E U A T K C N SC U O O B W R J N E D C A A T N S C T O E O R W P C U H IT B A H L R I T D C H U E E S S A T E T A . T T A F E R C S O H . N E A D T l , l P R L S E A T A T R R E A, E N A T D N S D T S H S H A ID O T E W T Y H N A E O R P N D L T A B H N U E N IL E P D D L IN A U G T N S S IT H E AT D B L E L A V C B E K E L O L R P IN E M E T E S A N INTESDHBAYLLTHE OWNER U AIN R T S J E L T IA H T L Y E L R A A E T N B I D O Y N D E , R S M A T I A A NI B N A L G TI E S E N H E A E A N D S C E AE M S , E S O N H P T O E ) R W A A N R T E OIO N H N E, T R EH E N IS B L YA P R L B A G Y T E D . M E A E D R N I E C T A A , S T A EN M D D A T R R O K E E P T D A H I E R O N A O PF T P H T R I H S O E P P R R LA E IA T S T P A E E S C P P U T. I B U V L . E & IC D U . U T EI T . L I (I L P T I U Y T I BELSICFOR THE FA AT CTIHL EI T iDf ISS,CWR HE TE ITOHNE RO FA BT HO EV EP UGBRLOI CU NUDT \ OURT YB, ETLROEWE SG, R BORUANNDC, HWEI ST H, BTUHSEH RE ISG, HBTR UT OS HT, RAI NMDOORTRHEEMR O V E , A S O A S B I S D N T E E R C A U E ? F S E f S M l A O E R N N Y S T B S Y N A O A N O S P T U A R B N U L Y I C C F T E UU N T R C I E L E I S T L Y O O T W C HI A E T T H R E O T D U H W T A IN L T I A H U B I T N I I L L S I I T T A Y Y I . D F EA ACSI LEI TMI EE NS TSSH SA HL LA LBLE BCEOSNUSBTJREUCCTT TEOD RWEI TMHOI NV A L I HEREB t CERTIFY ANO ADOPT THIS PLANNED UNIT DEVELOPMENT. WITNESS MY HAND AND SEAL THIS ___ DAY OF ----~ 2025. BY:. O _ _ WN _ � E - R___________ PRINliED NAME I TITLE STATE OF INDIANA ) ) SS: COUNTY OF SPENCER ) P BTH E EF E R O S ER O X E N 91 A C M L I E T L T , Y I A O A N N P O O P T E F A A T R R H Y E E D P F U _ O B R L E_ IC G I O N_ IN A G N _ D A S F _ O A R V _ S O A LI _ U D N C T O A W R U Y N H T O A Y C A A T C N K AD N N O SO T W D A L E T E E E D D . G O E N D THIS -�--DAY OF ____, 2025. NOTARYIPUBLIC PRINTED NAME RESIDE�! OF _____ COUNTY. INOIANA MY COM�ISSION EXPIRES ____ TOWN OF DALE CERTIFICATE UB NY DTEHRE AG�E 1 TNHEORRAILT YA SPSREOMVBI DL YE DO BF YT HI NEDS! ATNAAT EC OO DF EI N3D6 I-A7 N- 4A, EATNCD. , OERNDA!CNTAENDC E PADLAOTPWTEAq BAYPPTHREOVTEODWBNYCTOHUENCCIITLYOAFSTFHOELTLOOWWNS: OF DALE, INDIANA, THIS APPROVED BY RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF DALEI T A REGULAR MEETING HELD ON----� 2025. RAY STRIEGEL, PRESIDENT A!TEST: CYNTHIA MORRISON. CLERK-TREASURER SOIL: ZaC3 SOIL: TsB2 ' \ ' ' ' ' ' ' ' ' ' ' \ ' ' ' ' I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ·- ' ' ' ' ' ' ' ' I I ' ' ', ... / ' ' ' ' , ' ' I I I I I , ' ' ' ' ' ' ' ' ...,- .... __ ',,,,,...PROPOSED RET8'J"ION AREA ',, SOIL: Ts82 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' --, ' ' ' ' ' ' ' ' ' : ' , ,, ' ' ' : ' , , , ,, ', '' : ' ' ' ' ' ' ,' ' , , ' ' ' ' ' ' ' I I I I I ' , '' ' ' I , , ' ' ' ' ' ' ' ' ': ' ' ' I I I ' I I I I I I I ' I , , , ' ' I' ' ' ' ' , ' : ' ' I I I ' ' ' SOIL: TsB2 ' I ' \ ' ' ' ' ' GENERAL NOTES FD LOOEOS DN HO AT ZLAI ER DWSI TTHAI TNETMHEANTT S: PTEHCEI ASLU FBLJ OE CO TD PZ RO ON PE E' RA 'T Y A1 8C1C4 O7 CR0D0I N4 0GC T, OE FFFEEMCAT I FVLEODOADT EI N S5 /U1 R8 1A2 N0 1C5E. R A T E M A P BE UR IOL SD IEORNS C, LOONTT RO OWLN: ETRHSE, AD LE LV EO LTOH PE ERRS , WC OO NR TK RI NAGC TWOI TRHS . W C D O I I S T N T H S U A T R L R B L U E F C D E T E D IO A E N R R T A S H L T , O S S R H T M A A L W T L E A C , T O A E N M R D P G L L E Y O N C W E A I R T L A H E L RI N P O D E S R lA I M O N N I A T ' , S A ND CONTROL LAWS. TA HBEO PUENRDI AMREYT ESRU ROVFETYH CI SO DN EDVUECLTOEPDMBEYN TN AI ST HBAANS EJ .DWUAPLOKNE R M( SI TDAWTEESOT FE RI NNDEI ANNGAI NLEAENRDS S, UI NRCV. ,E DY AO TRENDOF. ELBSR2 U0 2A0R0Y0 8257) , O2 0F 2 5 . TP HR EO POEWRNT EYRB OY BWTAAYI NOE DF ITN! TS LT ER UTMO ETNHTE 2S0U2 B2 RJ E- 0C2T5 6 0 , A S SRPEECNOCREDREDCOINUTNHTEY.OFFICE OF THE RECORDER Of I , ' ' ' I ' ' ' ' I ' ' ' SOIL: TsB2 I ' / , / ' ' ' ,, ,, ,, ,, : I , I ' '' I I I I I I I I I I I I I I I I ' I ': I I I I I ' l I I I I I I : II \ I I I ' I I I > I : I ,, ' I> 111 I 111 1 \ 11)1 ' I > i / l ' ' ,, I ; I ' I ' I I I I I I ' ' \ ' 'I ,, ' I I ' ' ' ' ' ' ' ' ' , ' , 1_,,,. 0 50 100 - - � I SCALE: 1" 0 50' BASIS OF BEARINGS TI SH BE ABSEEADR UI NPGO NS YTSHTEE MI N DF OI ARN AT HSI TS APTLEA PT L A N E COORDINATE SYSTEM • WEST ZONE. SOUWBNDEIVRI:DED PARCEL ORCHARD ESTATES. LLC INST. No.: 2022R-02560 PARCEL No.: 74-02-08-300-037.012-002 VICINITY MAP 8 l_ SUBDIVISION -LOCATION SECTIONS SURVEYOR'S CERTIFICATE 150 IL, I CN EA NT HS AE DN JI N WCAOLMKPELRI A, NHCE ER EWBIYT HC TE HR ET I FL AY WT HS AOTF I TAHME AS TL AA NT EO SOUf RI NVDE IYAONRA , ACNODN FTOHRAMT ST OT OT HTEH EB ERSETQ OU FI R ME MY EKNNTOSWSLEETD FGOE RATNHO BBYETL HI EEF ,T TOHWI SN POLFA TD A L E . WITNESS MY HAND AND SEAL THIS -Pl)AY OF SNTAATTHEANOFJ. IWNDAILAKNEAR, PLS REG. NO. 20200085 Fe/4/'tlct,.,..,,, , 2025. I CI AA FRFEI RTMO URNE DD EA RC TT HE EA CPHE NS A LCTl I E S SO f PU ERR! TJYU RN YU ,MTBHEART I NI HTAHVI ES TDAOKCEUNMRE ENATS, OU NN AL EB SL ES REQUIRED BY LAW. NATHAN J. REVISIONS . - ' < z < CICopyright Feb. 2025 Midwestern Enginee'"", Inc. 802 West Broodwo:y Street P.O. Box 295 L.ooaootee, Indiana 47553 DATE 02L27L202s DES!GN NJW DRAWN NJW a.c. CHECK BAP PROJECT NUMBER 2024072-02 6 6 OF 45 I FllE NUMBER 44749 I Do Not Use Plan Previews for Take Off

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

� 0 � 0 0 0 ,, 0 <> �w <w ;,: oa 11 -· ! oo :;:;� N • Q ON N t- -0 Q � re «t w <t g � ' •" rj -W ., = ow i.l £� � NO ,u - 0 zZ l,l 8a � �· a� CN �-" . <• 30 15 0 30 LEGEND ----EX PROPERTY LINES --PROP. SITE BOUNDARY -PROP. RIGHT OF WAY - -PROP. BUILDING SETBACK lllil!ll!IPROP STREET t·c·-",1PROP. CONCRETE c::::::::::JPROP. BUILDING SITE LAYOUT PLAN NOTES 1. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE fESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECT THAT RESULTS IN A CONFLICT WITH THE PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE pEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED WITH IN ONE FOOT f)F THE PROPOSED RIGHT OF WAY LINE. 2. DEPTHS OF ALL EXISTING ONSITE UTILITIES SHALL BE VERIFIED BY THE 1 CONTRACTOR PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO CONFLICTS WITH OTHER UTILITIES, STORM SEWERS, OR STREETS. ANY CONFLICT FOUND AFTER THE BEGINNING F CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. ALL PAVING WITHIN THE EXISTING AND PROPOSED TOWN RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN. THE CONTRACTOR SHALL CONTACT THE TOWN TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE TOWNS CONSTRUCTION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORJTY OF THE TOWN.AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT OF WAY. 4. pAMAGE TO EXISTING RIGHT OF WAY SHALL BE RESTORED/REPAIRED �0 THE SATISFACTION OF THE TOWN AT THE COMPLETION OF THE PROJECT THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT OF WAY WITHIN THE TOWN PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT OF WAY. / KEY MAP NT PR-A Number Radius Length Line/Chord Direction Pl PC PT Chord Length I L1 404.82 N89° 57' 50.00"W 0+00.00 Cl 42.50 67.18 N44° 40' 40.S0"W 4+47,75 4+04.82 4+72.01 60.40' L2 470.03 NO' 36' 29.00"E 4+72.01 C2 50.00 39.92 N22° 16' 00.S0"W 9+63.14 9+42.04 9+81.97 38,87' 0 � w "' 0 0 0 z b0 N � b 0 N � b0 N � I I I I I I I I N 89° 51' 30" E 218.59' ,----------------------------------, . . I I �l��il:ii?i:fJ?l!f�f-: r. LOT NO. 20 0.260 ACRES :�· / !� ' "' J m· ,. ,o \N t;i \ co o I 0"' II II ---' o: I f:-:/••t';'•;r·'-a;'j_•,:,: � I .:_1;{,;::ffk.;t..{·-;�\ '.. ., ___________________________________________________ ., 155.25' ---- r··----------------------------------------------------- LOT NO. 19 0 297 ACRES :- - ----- - -- ---------------------------------------------, - ! lifttH}\!:fJ�f?J ! ,� I LOT NO 18 0.306 ACRES b 0 ,1/': .;/:� .•,.�.•,; .. ' ,.,,, .,.. f-''"';; , _;:;,ts,,:.�?-�-�_,.,; .: . ,y/.i: ·1 L_____________________________________________________________, ��.J ,'-:,,:r:�1.--::::,..:.: ;�. �-.; :,' •;: 185 34' I ---- ----------------------------------- 184. 99' LOT NO. 17 0 306 ACRES LOT NO. 16 0 305 ACRES b0 N � w > -0::: <( o • 0 8: • • 0::: w • <( zIO ...J 0::: 0 N ---' ,9 1,9, 0 <D in N :,; 0 0 (f) ';';;'. h-c-----.........11.--..L--.....1.U...- MA TCHLI NE STA. 6+90 CONT'D ON SHEET 7 SITE LAYOUT PLAN • u 0 1--( REVISIONS 4/25/25 7 .a u BID SET 0 2025 Miciwcslem Engineers, Inc. 802 Wes1 Broadway Slrccl P.O. Box 295 Loogoo!ee. lndi�na 47553 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 8 8 OF 45 I FILE NUMBER I 44747 Do Not Use Plan Previews for Take Off

Number Radius Ll C\ 42.50 L 2 1 c 2 I 50.00 30 15 0 30 LEGEND --EX. PROPERTY LINES --PROP. SITE BOUNDARY --PROP RIGHT OF WAY ----PROP. BUILDING SETBACK PROP. STREET = PROP. CONCRETE c=::JPROP. BUILOJNG KEY MAP NTS PR-A Length Line/Chord Direction PI 404.82 N89° 57' 50.00"W 0+00.00 67.18 N44° 40' 40.SO"W 4+47.75 470.03 N0° 36' 29.00"E 4+72.01 39.92 N22° 16' 00.50"W 9+63.14 PC 4+04.82 9+42.04 PT Chord Length 4+72.01 60.40' 9+81.97 38.87' I I k I I I I ' ) \ I I I I V I I I I I I ) I I J I I I -� /'---- ------✓ )--- I MATCHLINE STA. 6+50 CONT'D ON SHEET 10 I --___ -460-- I I I -4-79- - -.. _.. ..- --- � - --- \ \ I I \ I I I I I I I I I I r--- / I \,,.,, I I I I I I I I I I \ I I _ 4B4-- I I I I I \ I I I I I \ I \ I I I / SITE GRADING PLAN REVlSIONS 4/25/25 BID SET C 2025 Midwestern Engineers. Inc. 802 West Bro;idway Street P.O. Box 295 Loogootee. Indiana 47553 DATE APRIL 2025 DESIGN CWR,:'.EKP,:'.BDH DRAWN DRK,:'.MKW a.c. CHECK PROJECT NUMBER 2024072-02 9 9 OF 45 I Fll£ NU•BER _ 44746 I Do Not Use Plan Previews for Take Off

� z �s � 0 z 0 « o' < w « < z � Numbf=!r Radius ,w 0 <w ,, " I '< 1 oo �� , , O' ,, Q '- �? "ti ON Q ,o � .� > - -W ·- -.-1 Ow � .2 n: � :.i "' <! .. NO ,uzZ � Q 8� �· □U u[ ( 1 1 4250 L2 I (2 1 50-00 5N Cc ⇒� '" 30 15 0 30 -LE - G - - EN P E D R X OPPR. OS IPTEERBTOY ULNI NDEASR Y ---- PP RR OO PP . BR UI GI LHDTI NOGF SWEATYB A C K �c=::JP P P RR R O O O P P P . . . S C B T UO R I N L E C D E R IN T E G T E KEY MAP NTS PR-A Length Line/Chord Direction Pl 404.82 N89° 57' 50,00"W 0+00.00 67.18 N44° 40' 40.SO"W 4+47.75 470,03 NO' 36' 29,00"E 4+72.01 39.92 N22° 16' 00.SO"W 9+63.14 PC PT Chord Length 4+04.82 4+72.01 60-4-0' 9+42.04 9+81.97 38,87' I I I I I \ I I I \ I I I I \ \ I \ \ \ \ I I I \ I I I I \ \ \ \ \ \ \ I I I \ \ \ \ \ \ I I \ I- I I I I I -so4...___ - \ \. ' ' '- ' '- -....._ ..._ __ -so,- .�5�0 1[:.41§5}--�_j_j!�3l[ -SOD-- --------498__ _ ---------- ---- ----- --49 S 495.70 ------- -------- - -40,, --- r----------- I_ - - - - ---- STALL 148 OF MODULAR ,,,- - _.- OCK RETAINING WALL I -- --;;;-------- � ---- ---- 0L 3O0T5 NAOC .R1E6S ----------- -------- ·---------- ------------- INSTALL 160' OF MODULAR ------ BLOCK RETAINING WALL I I I ·' + I I ' I / I I / I 495.00 I I MATCHLINE STA, 6+50 CONTD FROM SHEET 9 I I I I I I I I I \ I '. ,n .... � '!]. � 'G>,._ I I \ I I I I I � I I I I I I I I I I \ I I I I I I I I I I \ \ \_) \ \ \ I I I \ I I \ � I I I I I I I I I I I ,�, " \ / 1 I I - -.....J _i_.--,----\ - I \ ' '- " \ " \ I I I I I I I I I I I ; \ I \ ---- I I I I ( I I I I I \ I I I \ / / I I I I I I REVISIONS 4/25/25 � :-:: J ij - .c C � �� oc ;.; BID SET C 202s Miclwcs!cm Engineers. Inc. 802 We.st Broadway Strecl P.O. Box 295 Loogootee, Indiana 4755) APRIL 2025 DESIGN CWR/EKP/BDH DRAWN DRK/MKW Q.C. CHECK PROJECT NUMBER 2024072-02 10 10 OF 45 SITE GRADING PLAN I FlLE NU�:�45 I Do Not Use Plan Previews for Take Off

/ / ) / / , 120 I I 10 / LEGEND I I 0 I I / ----EX. PROPERTY LINES 20 / --PROP. SITE BOUNDARY --PROP, R!GHT OF WAY iii!IPROP. BUILDING SETBACK PROP. STREET �PROP. CONCRETE �PROP. BUILDING ) -- I I I I I I / / ---l -•BY/ 52 51 51 50 . 50 49 49 0 "' 48 _,, + - . _ '43/� 48 I I I I \ I I I I I I I I I - I AA8FH++EAK 47 " 47 00 n <XJ sjr--O> O> N(l) sjo+oo - I \ I ' E l E y l,( 4 . 8 4 : 8 i, 2 ? . 8 69 I 7/, I • I \ I \ I \ I I / 8 \ g I .!, I iL I "' 1w w O'.'. 10 0 (f)EX. 483.31 EX. 483.21 z 0 I (.') z \ I \ \ \ 0"'10: " =- "'FAI I I ·"• ·. . ·•: -. :,- "'<.,. ,,.·_: I I INSTALL STOP SIGN ·' / I I I I I -7, j' . -- / / I I I I ,,. I I I I 11 * ,,, ,,. /a / 1 I / ,,. ,rr � g ::t } / I ,,,,,.,, ..,,--- ,, .!'If, N � ,._, _,,. ...:' I 7- / / ./ .,,, /� , I / ,-( ,,, , . ,.,. , � 4+00 0 a. / 1•00 1 o / N89' 57' o'OO"W 2•00 / ORC r-D DRIVE 3 O // ,,, , ,, -i,---------;,'-.------------+-;+--+--l�f--+---+----+=;:_.c.c...F-,C=_;_;_-+---+----+-•·-----·;-;t::i::-;: ::-;:�-;;-------------,:-------1----..-'----------,,- "-----+---,---,!l----;:::::, ii 1 1 � 1 40 ?1 ; LI PR-A ;f)' .r ,,,, 11 / / / /{l / _,,,, i,,<o I I r::-::=-:--:-'."""'.-::C-C:-::C::-:'.C:,::-==-,-- o / 'r � f / " I C C lO / / ,ffi ,. ,. / 11 / INSTALL 12'x4' ON RETE � / / . _,... / i: / PAD FOR 2 PEDESTAL / / / / J:1"6'>. ,,. -I _,,,. ,,,,. ,,- �" 11 / CLUSTER MAILBOXES I f , ; : : / / / / / / / ,./ 485 " .. , .. I .L I / / / / / 488 489 / ... ; ,, 1 '.. ,,. . -- . .- . �'' � : ··, ... I 1 +15 BEGIN I I CURB � ' , . ' .... ,, .. , ' : .- :· ·. � � ... ., , r �+�\::. '.. - - - ------- '::, �;!::::-� ;r I I " " " II II II I I " II I I :: I I hi> I II '(':": " I I II � 1,1 :1 I " I I I I I ., "'�"' ;j! II II " II II II" ,,; I '' -iV+-S'FA 1-+00cB '-'l-ELE �- -:-9.: & en sjen OJ OJ � OJ � sj- (l) sj1+00 I I 484 ,,,,. "' .. / - / I / ' I ' ' ' ' I / I I 0 / / ,I I I I LOT Np. 2 0.260 tACRES I I I I I I I r ,j I $5 : I i I ' / : I / ; I I I ; I ... , I I q'f l I I - - <XJ <XJ sj- -.i OJ <XJ sj- sjI I 2+00 I I I I I I ·,c " ., �-C' I I I I I ' I I i ' I I I I I I I I I 1 LOT NO. 3 1 1 10.259 ACR�S I I I I I I I I I I I I I I 'v+s+A,,-"7-Q-O� �7 - -Q I I PR-A - "' - C ' en en sjen en <O <O (l) (l) sj- sj3+00 i / / / 1,i'o'b/ L,0-T ,,. NO. 4 / / ,,. /0.259 ACRES I ,/ / /., ;I ! ,# / / / / / I I I / . / / / I / / i / '/ I' ; I i; Ii /, I "' ., a, � I I I - "' � >- <O - 0 <O <O <XJ (l) <XJ sj- <XJ sj4+00 r\1'1 ,l-A':-4'"+ '11/1- elds\44 •ei!e. / / / .7=--• • r I / / g ,i, 0 PT: 4+ MATCHLINE STA. 6+00 CONT'D ON SHEET 12 "' � �"u � sj- <XJ nN nn N O> O> sj- sj5+00 I 483 4 82 484 Nm.,. \ ..... ... ' \ '- \ \ \ '- '- ' '- LOT, NO. 12 0.394' -ACRES ' ' \ '- '- '&__., ' '- '\ \ I \ \ -- 492 ------ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ LOl NO. i 0.30\ ACRE: \ L------------�--------- -- 492 494 ' ' HORIZ. SCALE:1"=20' VERT. SCALE:1�-10' 485 486 ' --- _,/_,-'<' ' '-, . . ' ___ ',.,_ __________. \ \ \ \ \ I \ I \ \ \ \ \ \ ------·\----- en N en O> sj- .. 20 .. 15 . 10 ,. 05 00 95 90 85 80 75 70 (l) sjen sj6+00 \ I \ I STREET PLAN & PROFILE • u t::: � z 0 "' E- � !'I u � � - 0 <( ...,J u.iz Ic::t: ;;! -. <I) '-- 0 � llJ et:: ru.. z o0 rJJo� � \L Zz0 <J(: "";: () \wl O ffi u ct: U>--u '~' z 0 - � E- "'..J ..J REVISIONS 4/25/25 � � -� ;£ ,G 0 1 -·- BID SET CMid20w2e5stern [ngine,,rs. Inc. 802 w�st Broadway S1rect P.O. Box 295 Loop.O<.>l�. lndiatml 47553 OATE APRIL 2025 DESIGN CWR/EKP/BDH DRAWN DRK/MKW Q.C. CHECK PROJECT NUMBER 2024072-02 11 11 OF 45 I FILE NUMBER . 44744 I Do Not Use Plan Previews for Take Off

30 15 0 30 LEGEND ---EX. PROPERTY LINES --PROP. SITE BOUNDARY -PROP. RIGHT OF WAY - PROP BUILDING SETBACK -PROP.STREET /·c•··,.�PROP.CONCRETE c::=JPROP.BUILDING � 0 � 0 I + w CD W I I I <{ I I- (/) (/) 2 wo z 0:: _J LL Io 0 � i'- <{ z ::;;;,O u 53° 52 52 5L 51 _ 50 50 49_ 49' 48 48 "' <Xl NV "' "' cr, cr, " " 6+00 I I I I I I / / -- I I " "' " N " 0 ' I j / i; I I I I " 0 "' "' I I N � I I I I I I I I I I I I I I I I I I I I I I I I I I \ INSTALL ROLLED CURB - \ \ I I I I I I I I I ---� +49BEGIN INSTALL ROLLED CURB RET. WALL_ --------------------- " cr, n"' n r--- r-- cr, cr, " " 7+00 8+00 PR-A 0"' "0 "' cr, cr, cr, cr, " " 8+00 ' ,_____ _ - --- -....._ _______ _ en ,- � + Vt-EtE,.,,:5G '":lINSTALL MODULAR BLOCK RETAINING WALL - "' cr, 0"0 Oo Oo "' "' 9+00 / / I I HORIZ. SCALE: 1 �=20' VERT. SCALE:1"=10' ;;; Nm + .. - N45" 08' 30.00'W 11.21' 'i I I I I 30 "25 0 "20 "15 10 "00 95 90 85 .80 10+00 I I / / / INSTALL ROLLED CURB I I I I I I I / / / / / / / / / I I / / / / / / / / / / I I / / / / / / , / I I I I I I I I I / / / / / I I I / / / / / I I / / / / I I I I / / / / / / / I I I I / / / / / / / / STREET PLAN & PROFILE REVISIONS 4/25/25 BID SET C 2025 Midwcstcm Engineers. lnc. 802 Wes! Broadway Street P.O. Box 295 Loogootee. Indiana 47553 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 1 2 12 OF 45 I FILE NUMBER I 44743 Do Not Use Plan Previews for Take Off

" " ' ' � '� Q ---- ::, :;1 "' ---- > " -r\ = 0 :.; < �� - Q lal :I: � " 0 I �, w 0 w I " w , ii) <w 0� M< OQ :;;q NN �N -o 00 • �� sZ "" ow £ii:; •• NOr u zZ 80 � 1l D - 5N �ill •• NOTES: 1. IWN ABTOETRH MTAHIENI SR AHNODR ISZEOWNET RA SL AS NHDA LVLEBRET ISCEAPLADRI AR TEECDT IAOSN SF ATRHAESSRTEAANSDOANRADB L E DMEAPI NTTHAOI NFE CD OFVOERR ARLEL QSUEI WR EEMR EANNTDS WP AE TRERREMG AUILNA CT OR OR YS SAI GN EGNS C. Y S H A L L B E 2. MP AI NRI AMLUL ME LT CE NO N( 1S0T) RF UE CE TT I OO NF : SPERPEASRSAUTRI OE NWFARTOEMR SMAANI NI TSA SRHY A/ SLTL OMRAMI NSTEAWI NE AR S . 3. PS EH RA PL LE NMDAI ICNUT LAAI NR AC MO NI NSI MT RUUMC1T8I O" ON F( CSREOP AS SR IANTGI OS N) FPRROEMS SSUARNEI TWA RA YT E/ SRT OMRA MI N S SMEINWIMEURMS WANHGELREEOLIFN4E5SDMEUGSRTECERSO. SS THE CROSSING MUST BE AT A 4. SSAANNIITTAARRYY LPALTAENRSAALNLDENPRGOTHFISLEASN.D STATIONS ARE SPECIFIED ON THE 5 REFER TO SHEETS 17-19 FOR STORM SEWER PROFILE 6. 7. UR ET IFLEI TRY TROE SL OH EC EA TT SI O 2N4S, 3R2E- 3Q3UFI ROERDWBAYT TE HR EMPARI NO JI NE SC TT ASL HL AA TL LI OBNE DTEHTEA I L S RR EE SQPUOI RNESDI BFI LOI TRYROOFA DT HPER DOEJ EV CE LT OS PTEHRA. T URTEI LS IUT LYTL IINN EA RCEOLNOFCL AI CTTI OWN IST H PD RE OV EP LOOSPEEDRDTEOV ER LEOS POML VE EN TWSI THHA LT LH EB EU TT HI LEI T RY E. SEPXOI SNTSI NI BGI L OI TLYE OL FI NTEHSE ROEFQTUHIEREPDROTPOOBSEERDERLIOGCHATTOEFD WSHAYALLLINBEE. RELOCATED TO WITHIN ONE FOOT 8. FUITEILLDITYIFICNOSPNEDCITTIOORNSS HWAAVRERTAHNET AUTHORITY TO MAKE CHANGES IN THE 9. IBNESTTWA ENECNE SWWA THEERR EA NHDO RS AI ZNOI TNAT RA YL OMRA I VNESRCTAI CNANL OMTI NBIEM UA CMHSI EEVPEADR,APTVI OCNC 9 0 0 10. S PW A E IT N R H F IT O A A R R MM Y I E N S D I EM WAU S ME RR P E & R Q E F U S O I S R R U E C R D E E B M R Y A A 3 IN T 2 I 7 N L EG IA A C O K F A 3 - G O 6 E - F 1 9 D 2 0 E A 0 F N L PD E S I C I N T S I C H O O A N L N L T F EO B S E R T M U IN A S G N E C D S EH AWLI LT HB E 11. 3A SL A 6 L N -1 I A6 T P A AP R N L Y D IC M I A N A B NCL H E O ON T L F O E O W R L N E M A OA K F N A C D G E A E L W E TI E T S S H T T A A IN N L G D L A A S R P H D P A S L L I LC A N A BE B D L A SE S P T E R O C E W I Q F N I U C I OA R F T E I D D O A N B L S Y E 327 IAC STANDARDS AND SPECIFICATIONS. SITE LAYOUT PLAN NOTES 1. RRU E E TI S Q L P U IT O I Y R N E R S D E IB L F I O L O I C R T A Y F T O O IO F R N T R S H O R E A E D D Q E P U V R I E R O L E J O D E P C B E T Y R T T . H H U A E T T I P L R R IT E O Y S J L U E I L CN T T E S S R IN H E A L A O L L C C O B A E N T IF T O L H N IC E S T WITH DT HE VE EPLROOPPEOR STEOD RDEESVOE LL VOEP MW EI TNHT TSHHEA UL LT IBL EI T TY H EE XR IESST PI NOGN PS OI BLI LEI TLYI NOE FS T H E ROEFQTUHIEREPDROTPOOBSEERDERLIOGCHATTOEFDWSHAYALLLINBEE. RELOCATED WITH IN ONE FOOT 2. DC EOPNTTHRSA COTFOARL LP ER XI OI SRTTI NOGCOONNSSI TT RE UUCTTI LI OI TNI ETSOSCHOA NL LF IBREMVTEHREI FRI EE DA RBEY NT HO E CC OO NN FF LL II CC TT SF OWUI TNHDOATFHTEERR UT THIEL I BT IEEGSI,NSNTI NOGR MO FS ECWO ENRS ST ,ROURC TSI TORNEAERTES . T HA NE Y SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. SA HL LA LPLA VC IONNGFWO RI TMH I TNOT THHE EERX EI SQTUI NI RGEAMNEDN TP SR OOPF OTSHEEDTTOOWWNN RT IHGEH T O F W A Y P RC R E O E Q N - U T C R I OR A N E C MS T T E O R N R U T C SS T H , R I A O E L N L Q MU CI OE R E N E T T D I A N I C NG T S T P T O E H C E R T E TI V O O I N E W W S N F T T O H O R E S C T C E O H RW E T D N A U S IN L C E S O A TNASGTERSU OC TF I OT HN E TWOO WR KO, RAKN DW ITTOH IRNETVHI EEWE XT IHSET I ANUGTAHNODR IPTRYOOPFOTSHEED TROI GWHNT AOSF I TW RA EY L. A T E S 4. DT OA MTAHGE ES TA OT I SE FXAI SCTTI NI OGN ROI GF HT TH EO FT OWWA NY SA TH AT LHLE BCEORMEPSLTEOTRI OEND /OR FE PT AH IER E D PORF OWJ EA YC TW. I TT HH EI N CTOHNE TTROAWC TNO PRRI SI O ERNTCOOTUHREA GS TEADRTTOOI FN SCPOENCSTT TRHUEC TRI IOGNH TT O DOCUMENT THE EXISTING CONDITION OF THE RIGHT OF WAY. I \ ISAN MH 50 1 ,;:no ISTM 10 I r I l [ l V V I V I V V I V I fitT;:: r� - 20' 6 PVC LAT STA. 22+80.75 / CUT AND CAP AT EBEX I SATBIANNGDDORNAEIDN. TO '- PROPERTY LINE. �:l STM 431 .-1STM 40 '- - --- - I V I V I V I I I I I I ' - I I ' I ' I V I V 24' 6 PVC LAT STA 19+85.82 24' 6 PVC LAT STA. 19+01.01 I ' ' -1 I J I V I ' V I V I ' I V I V V ' I V I ' I V I V " \ - 24' 6 PVC LAT STA 18+41.42 24' 6 PVC LAT STA 17+57.01 STM 201 87' 6 PVC LAT ST 321 l\'.J . .-, I i I scs· j �""·$-) �1 \ STM 111_ '- -------- \ ___ ,- \ \ ) _, - r-,_ - - - • ,, "" "-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-•-- - ,- ,_ ,_ >-$>�-o , -; r11,�--------�-------:$::-r_��=:;---;::::=_1 =----- ---:-17 � c � 'i' i I I I I I ,, 'l n II II II II " I I I I STM70 r' .__ I - ,.. ..._.,__,, I 1�� I I �d:l:::_:o:: :: ::i j /I I I ' & @ I I ' I � ' e', � ' I 40 , 20 0 4-0 ' ,J " " " - ' I UTILITY PLAN - STORM AND SANITARY • � REVISIONS 4/25/25 0 " � :;; :c: -" 8 U p ..::: { r.il ·� g � � ·c" -= � � ,,', ,; � N 00 ;.; ::1:: 8 BID SET C 2025 Midwestern Engineers, Inc. 802 Wes! Bro.,dway Street P.O. Bo.x 295 LoogooLN. 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