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Midwestern Engineers, Inc. Plan Preview

� 0 > ;i;. � = 1''..i g --- � Ir' C ..._ t:, �i �� -� o' �'(e • :s'i l l l l ' : N < �� !; �� l. �§ �· .� "� �� ·� DIV. I ATER SYSTE ENTS - REPLACEMENT OF EXISTING 50,000 GALLON ELEVATED STORAGE TANK WITH A NEW 100,000 GALLON ELEVATED WATER STORAGE TANK FOR THE VERMILLION COUN ' INDIANA JULY,2025 TOWN COUNCIL TONY JACOBS, PRESIDENT JEFF SHIRLEY, MEMBER TONY SMITH , MEMBER CLERK-TREASURER MISTY KAELIN-SANDLIN WATER WORKS OPERATOR MICHAEL BOWMAN ATTORNEY SCOTT CRAIG COX, ZWERNER, GAMBILL & SULLIVAN, LLP TERRE HAUTE, INDIANA PROJECT LOCATION Quality Engineering Services Since 19SY Midwestern Engineers, Inc. 6809 Corporate Drh-e, � 802 We8t Broadwar St., P.O. Box 295 Indianapolis, IN 46278 Loogootee, IN 47553 Ph: 317-334-0262 Ph, 812-295-2800 Website: midwestcmeng.com Fo�, 812-295-2801 Email: mcinc@midwcstemcng.com Consultants • Civil Mechanical Electrical ' Hedrick ,,, I " Joh,Ja,nle Westville 150 ( FOUNTAIN \ � Covington 0 Layton 33 -�_/ 41 Mellott o " Veedersburg O 1 4 5. 1 0 12f! Yeddo *Hillsboro 5 2 .. (;J Stearn 4 e Corner 4 6 Georgetown 0 Olivet PLANS CERTIFIED BY:.__-'-(t="'"''= · Lffe�=-S.�4.- ,-,.., - ,...:....,.=--=-------0°" 7 '°/""0"" 1 /� 2=0=25 MARK M. SULLIVAN, P.E. DATE RQEUVAILEIWTYERC: ONTROL REGISTERED ENGINEER No. PE920059 STATE OF INDIANA �K�. 07/01/2025 DATE ., New Richmond 0""'-----Jil)O U11den Elmdale ' Cherry Grove " " MON NOTTO SCALE BID SET COPYRIGHT © 2025 Midwestern Engineers, Inc. PROJECT NUMBER 2022043-04 1 FILE NUMBER _,__OF 11 446 50 Do Not Use Plan Previews for Take Off

VERMILLION COUNTY HIGHWAY ENGINEER/SUPERINTENDENT 1894 SOUTH STATE ROAD 63 HILLSDALE, IN 47854 PH: 765-505-0314 ATTN: MIKE KLYAIC EMAIL: mike.klyaic@vermillioncounty.in.gov COMMISSIONERS MISTY HESS BILL PEEBLES RJ DUNAVAN DISTRICT 1 DISTRICT 2 DISTRICT 3 INDIANA DEPARTMENT OF TRANSPORTATION CRAWFORDSVLLE DISTRICT DEPUTY COMMISSIONER DEBBIE CALDER 41 WEST 300 NORTH CRAWFORDSILLE, IN 47933 PH: 1-765-361-5201 EMAIL: dcalder@indot.in.gov UTILITIES DISTRICT PERMITS MANAGER JUSTIN PATTERSON PH: 1-765-376-6769 EMAIL: jpetterson1@indot.in.gov COUNTY COMMISSIONER OFFICE COURTHOUSE 255 S. MAIN ST, P.O. BOX 190 NEWPORT, IN 47966-0190 PH: 1-765-492-5345 ATTN RON DUNAVAN, AUDITOR EMAIL: auditor1@vermillioncounty.in gov DISTRICT PERMITS INVESTIGATOR JULIE STIREK PH: 1-317-619-3989 EMAIL: justirek@indot.in.gov ELECTRIC: WATER: TELEPHONE: FIBER OPTIC JO!NK, LLC 834 S 10TH ST DUKE ENERGY 100 S MILL CREEK RD NOBLESVILLE, IN 46062 PH: 1-317-776-5320 ATTN: DON MCDUFFY PERRYSVILLE WATER P.O. BOX 525 AT&T DISTRIBUTION EMAIL: g09871@att.com 132 W MAIN STR PERRYSVILLE, IN 47974 PH 1-765-793-3771 EMAIL: dei-dline-coord@duke-energy.com ATTN MICHAEL BOWMAN SHEET 1 2 3 4 5 6 7 8 9 10 11 EMAIL: bowmanbeck@hotmail.com SEWER N/A GAS SHEET SCHEDULE DESCRIPTION COVER SHEET OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE NEW TANK - SITE BOUNDARY SURVEY INFORMATION NEW TANK- SOIL BORING LOCATION MAP & SOIL BORING LOGS NEW TANK - EROSION CONTROL PLAN ANO DETAILS NEW TANK SITE PLAN -BASE B!D NEW TANK SITE PLAN - MANDATORY ALTERNATE 'A' BIO NEW 100,000 GALLON WATER STORAGE TANK TYPICAL DETAILS NEW TANK AND TYPICAL SITE DETAILS EXISTING TANK -DEMOLITION PLAN ELECTRICAL SITE PLAN, ELECTRICAL RISER AND DETAILS, POWER DISTRIBUTION UJ 0 � '-' z EXISTING WELL No 1 EXISTING WATER TREATMENT PLANT AND WELL FIELD EXISTING WELL No. 2 E CO�R□. 1150 N N/A ... TERRE HAUTE, IN 47807 PH: 1-812-234-5100 x 125 ATTN. DANIEL WEGNER EMAIL daniel.wegner@Joinklic.coom CABLE SERVICES CABLEONE, INC OBA SPARKLIGHT 215 S MAIN ST. CLINTON, IN 47842 PH 1-812-227-5385 ATTN: JOSHUA DEWITT EMAIL: joshua.dewitt@sparklight.biz M ' <O 0: U) I I GENERAL NOTES 1 . 2. 3. 4. 5. 6. 7. 8. g_ 10. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA DATUM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. THE LOCATION OF EXISTING UTILITIES, ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE JT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTIUTIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRlOR TO ANY CONSTRUCTION IN THE AREA. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS. VALVE BOX ADJUSTMENTS, INLET ADJUSTMENTS OR RELOCATIONS, METER ADJUSTMENTS OR RELOCATIONS. FIRE HYDRANT RELOCATIONS, ETC , THE CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH FLOWABLE FILL OR STRUCTURAL FILL AS REQUIRED . WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING. DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION ANO PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATJON WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 11. THE CONTRACTOR SHALL NOTIFY. IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED 12. ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 3 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. LEGEND 6v6v�6v6v6v EXISTING WATER MAIN WITH LINE SIZE EXISTING WATER MAIN TO BE ABANDONED OLD ABANDONED LINES NEW WATER MAIN WITH LINE SIZE EXISTING GATE VALVE ---- ITToJ ----- EXISTING CONTOURS PROPOSED CONTOURS RIGHT-OF-WAY PROPERTY LINE cc -- CHAIN LINK FENCE ' -- BURIED ELECTRIC --, BURIED TELEPHONE 13. 14. 15. 16. 17. 18. 19. 20, 21. 22. 23. DOWN TIME COORDINATIN MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING WATER MAINS, COORDINATE WITH MICHAEL BOWMAN. WATERWORKS OPERATOR, AT 1-765-793-4138, A MINIMUM OF FIVE (5) DWORKING DAYS PRIOR TO WET/DRY TAPPING OF MAINS. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT. IF ANY, "BIRD BATH" CONDITIONS. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT THE PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERECE PURPOSES ONLY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY All DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION,THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF HISTORIC PRESERVATION ANO ARCHAEOLOGY, PHONE NO. 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITH RECEIVING THEIR APPROVAL. FILL REQUIRED TO ACHIEVE DESIGN GRADE SHOULD BE CLASSIFIED AS STRUCTURAL FILL EXACT LOCATION OF PROPOSED GATE VALVES, HYDRANTS, FITTINGS ETC TO BE DETERMINED AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH AND WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING ROPER MITIGATION MEASURES. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. D=---- ---- ----ffi--.- TREES SIGN CATCH BASIN AND CULVERT BURIED TELEPHONE BOX LIGHT POLE POWER POLE AND GUY WIRE EXISTING FIRE HYDRANTS AND FLUSH HYDRANT NEW GATE VALVE -rne-rns- EDGE OF PAVEMENT OR STONE NEW FIRE HYDRANT WATER METER PROJECT LOCATION DIVISION I -NEW 100,000 GALLON ELEVATED WATER STORAGE TANK No. 1, 0 F. ELEV. 649.0' aw------ E CO. RO 1125 N WATER DISTRIBUTION SYSTEM IMPROVEMENTS, SEE DIVISION 11 FOR ADDITIONAL INFORMATION PROJECT LOCATION MAP I PROPOSED STONE DRIVE __,,__,,.._ COR�TE �- i • ·- . ·• • �L__:_:cc:;, ' .. :i PERRYS.VltlE L6llir� ,_ , •- !JI "' -;·w �.,. :i:,.r--:; ·�e1:hJ s ,.� , z'«ll,,rc-__ �.,, DEPOT ST. CORPORATEBOUNORY - f I DISTRIBUTION SYSTEM EMENTS, SEE DIVISION II OITIONAL INFORMATION PROJECT LOCATION DIVISION I - EXISTING 50,000 GALLON ELEVATED WATER STORAGE TANK TO BE REMOVED. O.F. ELEV. 649.0' WATER DISTRIBUTION SYSTEM IMPROVEMENTS, SEE DIVISION II FOR ADDITIONAL INFORMATION 400 ' 200 0 S.R 32 400 • OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE REVISIONS BDSET C 202� Midwc!;(�m Engineers. Inc. 802 Wesl Broadw:1y Street P.O. Bo� 295 Loogootee, lndim1a 47553 • ' DATE! JULl!' 2025 DESIGN M.M.S_ DRAWN S.L.H. a.c. CHECK E.K.P PROJECT NUMBER 2022043-04 2 2 OF 1 1 I FILE NUMBER 44649 Do Not Use Plan Previews for Take Off

PLAT OF SURVEY PS1 9AO RNU TOT HRO ETF AHTS, HTREAQNSUOGA UER TT9 HEWWR EEOSSFTT SQE UC AT RI OT NE R2 8O, FT OT HW EN S H I P , IN HIGHLAND TOWNSHIP, VERMILLION COUNTY, INDIANA. SYMBOLS LEGEND 0 5' W1 8A' LI RKOE NR R2 0O2D0 0W0 8I 5C"ASPEITN ST CHRI SI BSEUDR V E Y M" WAAGL KN EA RI L 2W0 2I 0W0 A0 8S5H" ESRE ST TTAHMI SP ESDU R V E Y MONUMENT RECOVERED AS NOTED X) OX(. XX XX :' (( RM}) RMEECAOS RU DR EDDI MDEI NMSEINOSNI O N XX.XX' (SJ DIMENSION AS SET THIS SURVEY 4' DIAMETER 1, WOOD POST IH8N3I CS- 0TK1 S- 22, 08C1- A39 0R0 00L- 20R20 84 4. 0 0 0 - 0 0 9 O' 50' 100' SCALE: 1' = 50' BASIS OF BEARINGS THE BEARING SYSTEM FOR THIS SURVEY IS BASED UPON THE INDIANA STATE PI.Jl.NE COORDINATE SYSTEM - WEST ZONE. --- I PROPOSED TEMPORARY D8I N3OS- B0T1B. - 2I 2N08S0- 4,9 40Q20U-80I 3N105T .O0 0N0 R- 0E1 V0 T R U S T I CONSTRUCTION I I I EASEMENT AREA I 8HI N3I CS- 0KT1. S- 22, 08C1- A39 0R0 00L-20R20844. 0 0 0 - 0 0 9 I 80' I I f..V.VV \<JJ NEW PARCEL 0.421ACRES I;; PLATTED AS PERRYSVILLE HEIGHTS DEED RECORD 119, PAGE 447 OCTOBER 9, 1973 I -� � I 1 � � 518' REBAR WI CAP SW COR, SE 114, 1 c. f' 'DECKER SURVEY' SEC. 28, T19N, R9W j � 5 FLUSH W/ GRADE 518' REBAR - FLUSH rn z / � PAVEMENr---- J_ W/ p��I ENT APP. 25' RfWLINE MAG NAIL IN S89'39'48' E 781.10'/SI --- POB s • ' 11<' t "':::===ci!f'l i=y====A=DA=M=S = S = T = RE = E = T =-- - G SR 32 9012011ii----- ' Ga -- --- TRUST BANK NOTES �,i, l� 8I N3S- 0T1. - 23 03 2- 122030-2000433 0 0 0 - 0 1 0 1. THIS PLAT OF SURVEY MUST BE .S;-l?t;l:r ACCOMPANIED BY THE ASSOCIATED VICINITY MAP SURVEYOR'S REPORT. 2. USTHIOLWITYN IANSF OARPMAARTTIOONF WTHAISS NSUORT VEY. 3. TOPOGRAPHIC INFORMATION WAS NBE OXO CUT ENSPDHTAORWWYHN. E ARSE AI T PRA ERLTA TO EF ST HT OI S TSHUER V E Y f-----28,---- n SECTION 28, T19N, R9W .-••-;__:;i�)ifi;;••••,.__ I HEREBY CERTIFY THAT THIS PLAT REPRESENTS A SURVEY DONE AT MY / � ··"x.,0\S T£1y(::•• t-\ \ DIRECTION, COMPLETED FEBRUARY 2. 2024 THAT IT Is CORRECT TO THE / � /0 v\::P i.. �ern �eers, BEST OF MY KNOWLEDGE AND BELIEF, AND IT COMPLIES WITH THE z_.. : . " r,/o.L32020G085� .f - REQUIREMENTS OF TITLE 865, IAC 1-12. �=��,=,.=,,,,0=,7,.---j � • PROJECT tlo. cu,., �� 2-4.; /Cz_ /. I \ ;••,•• );��!��••••••��/ ,""�°"'�' --+i=�-�--�-' m__,, / z....,.. �,,, A!/1J:············ �iC,_..;o' DRAWN BY, REVISED: --=~=�----"""-�- -,, 'VD R\J<-' ,., NATHAN.J.WKER.P.. D TE 'J•�,,r,i, �;J,,,-d�-'�\· NJW NO. LS 202000S5 Cerlificate of Survey Client: Town of Perrysville Date: February 2, 2024 Project No 2022043-00 Midwestern Engineers, Inc. 802 W. Broadway Street Loogootee, Indiana 47553 (812) 295-2800 This Is to certify that I have completed an original survey at the request of the Town of Perrysville for the purpose of establishing the boundaries and preparing a plat of survey for a parcel of land in Highland Township, Vermillion County, Indiana. Owner of Record: Carl R. Hicks Subject deeds: Instrument 2019002284 Legal Description as Surveyed Proposed Parcel (Parent Parcel 83-01-28-300-004.000-009) Part of the southwest quarter of the southeast quarter of Section 28, Township 19 North, Range 9 West, in Highland Township, Vermillion County, Indiana, being more particularly described as follows: Commencing at a 5/8-inch rebar marking the southwest corner of the southeast quarter of Section 28; thence along the south line of said quarter-section, south 89 degrees 39 minutes 48 seconds east, a distance of 781.10 feet to a mag nail with a washer stamped "WALKER 20200085" marking the point of beginning; thence continuing along the south line of said quarter-section, south 89 degrees 39 minutes 48 seconds east) a distance of 120.00 feet to a mag nail; thence north 0 degrees 1 minute 10 seconds west, a distance of 155.00 feet to a 518-inch rebar with a cap inscribed "WALKER 20200085": thence no11h 89 degrees 39 minutes 48 seconds west, a distance of 120.00 feet to a 5/8-inch rebar with a cap inscribed "WALKER 20200085"; thence south 0 degrees 1 minute 10 seconds east, a distance of 155.00 feet to the point of beginning. Together with a temporary easement for the period of construction in the form of a continuous strip adjoining the north and west sides of the above-described parcel, said strip to be 80 feet in on the west side of the surveyed parcel and 45 feet in width on the north side of said parcel. This parcel contains 0.427 acres, more or less, and is subject to all legal easements and rights-ofway. Surveyor 1 s Reporl In accordance with 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 Variances in the reference monuments; B. Discrepancies in record descriptions and plats; C. Inconsistencies in the lines of occupation, and D_ Relative Positional Accuracy Note This report must be accompanied by the associated plat of survey. Reference Documents Plat of Perrysville Heights, recorded in Deed Record 119, Page 447. Instrument 2017000774-Survey by James R Harpel (Reg. No. 20000203) Reference Monuments 1. A 5/8-inch rebar recovered in State Road 32 marking the southwest corner of the southeast quarter of Section 28. 2. A mag nail recovered in Adams Street marking the southwest corner of Parcel 83-01-25300-004.000-009. 3. A wood fence post marking the northeast corner of Parcel 83-01-25-300-004.000-009. A prior survey (Inst 2017000774) calls for a rebar in this location 4. A 5/8-inch rebar with cap "DECKER SURVEY" was recovered on the eas1 line of Parcel 83-01-25-300-004.000-009 at a 25-foot offset to the south line of the southeast quarter of Section 28. Variances in Reference Monuments No significant variances were observed in regard to the reference monuments utilized in this survey. Discrepancies in Record Documents No discrepancies were discovered relating the record documents reviewed for this survey. Inconsistencies in the Lines of Occupation Evidence of occupation observed in the field is consistent with the 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 quesfions 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 100 parts per million) as defined by Title 865, IAC 1-12. Theoryof Location Three monuments recovered on the east line of Parcel 83-01-25-300-004.000-009 were used to establish the position of the east line of the surveyed parcel. It is noted that the wood fence post at the northeast corner thereof was found to be in the position of a rebar called for on the prior survey recorded as Instrument 2017000774. The rebar was not found but the position of the post suggests that it may have been installed based upon the location of the rebar which was set on the survey. The south line of the surveyed parcel was established from the rebar recovered at the southwest corner of the southeast quarter of Section 28 and the mag nail recovered at the southeast corner of Parcel 83-01-25-300-004 000-009. The northeast, northwest, and southwest corners of the surveyed parcel were placed at the direction of the client for the purpose of creating a rectangular parcel of specific dimensions Reservations This survey is subject to additional facts that an accurate and correct title examination might disclose. Evidence of unrecorded easements h8.s not been located in the field and is not shown on the associated plat of survey, Certification Subject to the above reservations, I hereby certify that this report represents a survey conducted under my direction, and that all information contained 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 /AC 1-12. 1affirm, under thepenalties ofperjury, that J have taken reasonable care lo redact each social security number in this document, unless required by law. � Prepared by: Midwestern Engineers, Inc. S N�tate S of Indiana Reg. No.20200085 Nathan'.( Walker, PLS NEW TANK - SITE BOUNDARY SURVEY INFORMATION REVISIONS 1 -; � -� " " � '§ '� � .e,, "' � E FOR INFORMATION PURPOSES ONLY BID SET C 2025 Midwestern Engineers. Inc. 802 \Vest Br<X1dway Sired P.O. Box 295 Loo&oolee. Indiana 4755.l DATE JULY 2025 DESIGN N.J.W. DRAWN S.L.H. Q.C. CHECK E.K.P. PROJECT NUMBER 2022043-04 3 3 OF 11 I FllE NUMBER I 44648 Do Not Use Plan Previews for Take Off

[; I I I I I I I I I I I �� 0 U) I I HICKS, CARL RANDALL -- -- -- -- --- -- -- -- --- I TEMPORARY CONSTRUCTION EASEMENT� r. ,1" I l '' I ! 'I �I, �o •" I =cc-:-:c-==-====-----, , NEW 100,000 ELEVATED 0 I WATER STORAGE TANK g P OVERFLOW ELEVATION= 649.0' t I TOP OF FOOTER =533.50' 11 ' ' I' I I I I I I I iL cc-ce-u-"-cc-. cc-- ,! I! <I Ii d ... ---:--- --i-- .,, I I '* ----- ------ ,;.L--- L __ _ WO&OVSETREAR,MTEHRNIRJY L ' ' ' Cl'. 0 >­ w ....J ;a 80' ---- ' ' ' ----- ---------- ------ 120' Pl -�-S89°39'48"E-PL ,,,,, �CP-7 ---- NEW 100,000 GALLON ELEVATED WATER STORAGE TANK- SITE PLAN 1, ii 1, ii l�-- 1 I ....J ' STONE DRIVE BENCH MARK AND CONTROL POINT SCHEDULE ITEM NORTHING EASTING ELEVATION DESCRIPTION 1750185.8010 2853008.4670 537.01 MAG SPIKE IN NORTH TBM-1 SIDE OF PWP 294-879 CP-7 1750199.5650 2853137.2070 537.74 5/8 INCH REBAR CP-8 1750222.5640 2852990.9450 537.10 5/8 INCH REBAR 20 10 0 20 DOBBINS, QUINTON L REVOCABLE TRUST 1t BORING LOG Alt & WitzigEnginl36fing, Inc. PCRL IOEJNETC T MN Ai dMw� e sPt eerrnr yEsnv i-l llen eJ Oe rOsK IWn ca. t e r J a n k BA LOTR &I NWG nI T_, ZIG_FILE_'�' ."B"e"'-O"' e"1 _" " " "_- - -_-_-_-_ PROJECT LOCATION_c>••,-=•- i• ll••a'"�---- ----- DRILLING ao� $,4MPLING INFORMATION �o Sl•rte<I 611123 Hoo,morWI, 14 � -0 Ibo. '" BQDOar i ,l lOo<rl,C<g oMmeMpl ll.>eoLt deOd w_doH& �aeS'"•A"�" ' -- S p o o o S a m p l e , O D _ _ ,_<o. Rig T)'l)<a 0-50TrackATV STAATA 1-- --- ' - ' - " _ c _ = _ S< _<e � _ " _ " " ---- -, • ELEV SURFACE ELEVATION I 1 ! i i � � TOPSOIL Br.,..., S..ody CLAY j,_. a,.,...,, OtySAND a,>d GRAVEL I 5-� ss '\-,l.--------------1 !5.o 15 � ss I G,ay, Slighlly Moist S"'t SAND +4---------------, :200. :1(1-� ss � RSSC TSAC •• PRDc ,roo.i env.!.eu<. nn.C,uSdoorpSuol ,i hl eSFl pbO { oyJ MoTnl , , . t. _, , w ·""""' CT • Continuouo TuOO 1t GraySN<OSTONE E"<l ol &t"'II <>I31 fool ;5 -., SS Grw<'><NI« Ourit'lg On!Ong 24 . Q � • Al Compleoon ___J}n,A.,_ BORING LOG I TEST OAT"- 2.3 11,6 17.9 U 10.2 IJ.oriooM ethod HS"- • Holla,,$- Auge,• I MDC fCDA -•-OMC roui od" "l "O' 9"r l"C�"a" "lsli Fn ll ll g h l A " l l " r , ; Paso 1 of 1 Alt & WitzigEnfjneering, Inc. I C\. IENT Midwestern Engl.-rs, Inc. BORING #_ _ _ oB,O- oJ______ PROJECT NAME fefrysyllle 100K WaterTank ALT &-WITZIG FILE SOC"H'O"S°'"'-'' ----- PROJECT LOC"-TION Per ville IN DRILLING -SAMPLING INFORMATION Dal• S""!OO 611123 H-WL H.,,._O,or, 14300 1in.,.., "oD °an',1",11e!,CJ o, ,m. .Mp l._oLi oodv�e"de"a",'ys"A"�' ' _-_ S p o o o S a , n p ! e r 00 _ _, _ i n . Rig T ype D-50 Track �,y__ 9r"""1 SandyCLAY S,o,,n. Dry SAND ar,d GRAVEL a,-,,.,,,,, Ory SiltySAND ·i----;- ss 4.0 S t-- S ss +---;- ss I ,0 .... ss t15-0 15 � ss � 20-0 20 � ss - GrayS..rxlySILT with Ofganoc Mau..- � RCS C SC S C T T A U · - • - R O CcPC r o r u o o i e e n l o v ! s t , , e < i s" . � n n . e . g ' S d , s " , " , p S , " l , • i h . t e F T S l l u b p ' b 9 y o h e o T l nuAbueg e , Gr�ySANOSTON� Groooowa,or Ouoing Orillinij P,Yn .i Al CoOlplotion pry n TEST OATA 0. 5 13S. " 1.3 76.2 50/1" No Ro«Nery �� HMCD SCFOAA -•-• HDMCo,oulnMdktnriOwgo < oSi C!o t"Ouo'>Mm9 >F gAl i tg >h Yt " A" 'u g e r , Page 1 o1 1 SOIL BORING LOCATION SCHEDULE ADAMS STREET BLKT RD. 0 TCEORURRETL NL .EMY AHR&KW& ITEM NORTHING EASTING 't TANK 1750330.90 2853114.41 40"03'12.06''N -087"26'21.32"W SB-1 1750341.15 2853121.99 40"03'12.16"N -087°26'21.23"W SB-2 1750325.26 2853096.93 40°03'12 01"N -087"26'21 55"W SB-3 1750311.06 2853123.70 40°03'11 87"N -087°26'21.20"W SB-4 1750310.78 2853108 75 40°03'11.86"N -087°26'21.39"W SB-5 1750323.40 2853128.94 40"03'11.99"N -087°26'21 14"W GENERAL NOTES: SS EU EB SSUPREFCAI FCI EC AI NT VI OENSST I FGOART I TOHNE&F U L L GEOTECHNICAL RECOMMENDATIONS REPORT. NOTE: E X IESLTEI NVGA TGI ORNA D E 533.15 533.00 533.05 533.82 533.56 533.67 DESCRIPTION CENTER NEW TANK NORTHEAST QUADRANT NEW TANK SOUTHWEST QUADRANT NEW TANK SOUTHEAST QUADRANT NEW TANK SOUTHWEST QUADRANT NEW TANK SOUTHEAST QUADRANT NEW TANK LEGEND: SB- '$ ITDEESNTT BI FOI CRAI NT GI O LNONCUAMT IBOENR A N O 1t BORING LOG Alt & WitzigEngineering, Inc. PCRLIOEJNETCT MNAidMwE esPteerrnryEsnviglliene1e0�0K 'Wnca.ter Tank ALT &Wl'TZlG FILE""' '"'"'"""-''----- PROJECT LOCATION Per vil la lN DRILLING and SAMPllNG INFORMO.TION D,,te Sto,k><l 611123 SDD oo-ll lien grC oMmoMpQl,el oL(l o!odw_d' e"a"� S'·"·A ", ', , _'-_ _ HHoammmmeo,,- Wo'L°" 30 W'l, fS p¾oToYnPS' !a mDp-l5e0fTO Orac_k AT V_, _ h TOPSOIL B'°""1 SaodyClAY :•, _·:. - ·"· Brown. SlighttyMOOll SAND aod GRA'IEC -� . TEST DATA 0.3 159. I 4�. - <--------- - --C 15•0 1$ r;- ss 1-. 23 ' - . . BrOl'oll, Wet Silty SANO _________ _ _ __, :1(1. 0 :1(1 � ss - G,01 Sii!yClAY .,;tt, a Traceof()rgaflic Matoor G""I SN<OSTONE . LL -----------� •O . O •o ;;_ �� ss - °"""' Sp!" Spoon cR SC CT uC T A . - • · C R P C C u r o o , t , e e t o , ! , i s - l < n sfgCem, d,o, or Sue sh eF T lb u li� y M M T uAbueg e r � � Rofuul@40, 0" er., o1Boring., 40r.., Gm"S!'@I'"" D,,m,,Drfll;ng ,5.0JI. + Al Completioo 24.Qn BORING LOG 16 1.4 U 270. I 2.3 131. No Rt>oovery BooooMett«I CDHM FCSO AI \ ••- MDCH o rou! " i Iod"Ol''DK!, 1,InUSCl loit "noo'ogm" Fn gAl i g�h , A U ! I O " ' Alt & WitzigEngineering, Inc. PCRL IOEJNETC T MN Ai dMwE e sPt eerrnr yEs vn igl lien e1e0r0sK, IWn ca. t e r T a n k SORING • ---·•-0-4_ ____ _ ALT 8WITZIG FllE•• • -'•'•N< oOe"e_S ____ PROJECT lOCATION�>o""'o= <e illse,""' �---------- QRJULNG otld SAMPUNG INFORMATION Date Slarwl &'28/23 Doto C<Jmr;eto<i 8128/23 HH•ammmmoerrWDrt,,;,p j3400 IIbn,o. S D o r i l ri l e ng r Mo J l . ho L d ivin � g e s S, toAn�- SpoonSample< OD __,_o Rig TY?<! 0-50 TrackATV TOPSOIL Br=. Dry S!ty SarodyCLAY wiU, G�ol ond .. l--- -- "~""'""' ---- ---1 s,.,,,.,..,_ OtySAND ond GRAVEL • • 17.5 i----;- ss 10 ..... ss � TESTOATA I " I R2 oAol toov mo rpy.., N O ". Brown. Ory F... SANO +-:- !------------21.0 20 8 $S I � 26 G,"I' Sotldy s;tty CLAY wot!, Tr.- of Org0rao Mauer � ss <-------------24.0 25 +- 10 SS GtaySandySiltyCLAY :lO 'T1 ss ___ _________, J1.0 �_____ll'l1!._ SRCS TSCA ·--• PCOR, ,roo,Me.o,!oSl <.n.oC. dS.o .,pS. e,l hr. t oFSl blpi yog hoTl oul ub! Og " ' CCTU --cC"ut"t"in"g"<°"" Tuoo End of Borong atl1 fGroo,.;,,,aw DurlOQ Dnlir,g 29-0" •· A,eomp1ooon 21.on. BORING LOG I 19&. -l¾nl� HMCo ScfOAA ••. ,MDCr,ur, ,vd-, it mOn Qur iscol o,u..n.o.,g., F-, ,Al gi guMg , ,A, oI J ! l " f f i Page 1 of 1 Alt & WitzigEngineering, Inc. CPRLIOEJNETCT MNAidMwE esPteerrnryEsnvigineers, Inc. lle 100K WaterTank BORING o 6-05 -'I.T &WITZIG FILE so""e'e"•"'•'•_' __ _ PROJECT LOCATION Per ville IN 8D12R8IL12L3ING and S"-MPLING INFORMATION BOoaO!OngC�om�pllheoldod �8e/S28A�/2-3 - HommotW!. Hamme< Drop 140 lbs. so • RSplgooTf�\ $.,,D-,,-:,5!e0r T0 0rac_k__AT__V_L ifL , f, l SOIL CLASSIFICATION >-'3 � s:.r::11 c.--�--------<ii1u !, ! ! j LLLY SURFACE ELEVATION .,il&<il -� /'/, i! � • TOPSOIL :, Br=, Ooy SAN0""11GAAVEL .,;tt, CobolM .�+---;- ss i 10 � ss � . 4c.1----- - ------J 15-0 1s t-; ss - - - -"•-=.e,,-, ..,,a�soc___...j ,u � ss G,aySityS.O<tyCLAY ·-, ss - ---------� 210. :1(1-7 ss lg ss - 25-10 ss - B=na<JdGr.>ySi!fyCL.<\Y - J.0-11 ss - - ---------< l\. O - SCsRC Ts"UC- -.•• C O R PC f o m o u f c o t l O i t i � G n < f o s l C g e= s s d o ptSe, ;•h1 oA: sl bpi ogy, M, .T, u,Abueg e r CT· Com i m1<>.,s TuM E.-.:lolllo,ng at31 ,_ - Dur� Mling P,Y" 'J A\Complolioo 26 .Q" TEST OATA " •. 5 236. ! 12 All<implo, N<I , __ 16 54. 3 •. 5 . 45 0 1 1 3 2.6 .3 14.0 45. 16.8 Boo.ooMeloo\l HOMC SFCDA" - •-•- -DCMn, u, l, ',diln Dignru$l C(i l1"o.u'.sa9, ".FA"l 'llug gl l ot tA $u g o r a Pou<>- 1 of 1 AWLALSINPFROERPMARAETIDOBNYPAELRTTAINING TO BORING LOGS & WITZIG ENGINEERING, INC. AND CERTIFIED BY JACOB L. RANKIN, P.E. NEW TANK - SOIL BORING LOCATION MAP & SOIL BORING LOGS REVISIONS BID SET C18' - 0l i 2d2 w0W2e5cs ,1 et mB r Eo sn, dgwi nae_ ev rSs t, r Iene ct . PL.oO<.>.gBoootxee2.9I5ndiana 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN S L.H, a.c. CHECK E.K.P. PROJECT NUMBER 2022043-04 4 4 OF 1 1 I FlLE NUMBER I 44647 Do Not Use Plan Previews for Take Off

w 0 0 ,► .� ,, w �. 0 �9 0� Ng - � �"' j "N �� ,:l � -w"" "" z' � ..... <o r'.! •" :,: w� " " ' " �o r< < � �" CN - Q 0 � •• 0 • <c I I I I I I I /,. I ,,,---:- / I I I ,,.., 1 -- / _/ ----------- ITEMPORARY CONSTRUCTION EASEMENT I NWEAWT E1R0 0S, 0T0O0REALGEEV AT TA EN DK OT OV PE ROFFL OF OWOETLEERV=A T5 I3O3N. 5=' 6 4 9 . 0 ' HICKS, CARL RANDALL I / / / / -- rr -"-- __,{,._ -- -�-- - / / -- -----0 / Ii <I Ii ,I � Ii "' ,-"I ITT -• -Pl / /' I ,1 Ii ,I 2 / I / I I I I I I I I I I I I ;, I ' I - ;. I I J -t -- .. ,_- - /' --�/--� DISTURBED AREA LIMI� Ii /' ,I I I ,I I I 2 4 - - ---- ""' / I I L --== __ so_ · __ � / 120' -:::s.... .._,c.:-:::::-":-:-- e, --� -�-S89°39'48''E- Pl. --- e, --- ,,.-- "" - ' ' ' ' I ' ' / I. I � I HOLYjROSS, CARRIE A / I i ' l \ NEW 100,000 GALLON ELEVATED WATER STORAGE TANK EROSION CONTROL SITE PLAN _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 6 I I I I I I I I I I I I I I I I I I I 10 I I I I I I I I 1" = 20' I I I I I I I I I I DISTURBED AREA LIMITS I I I I I I I I I I I I I I I . 1 I D � SBINS, QUINTON ti. REVOCABLE T r UST I I I I I I I I I I I I I I / I I i I ADAMS STREET 0 I I I \ I I I / I I I I I I I 20 I I I I I I I I I \ TERRELL, MARK & COURTNEY H&W ,.,,- Aggregate No. 2 150"-0" (typ.)(D PLAN VIEW 1so' o· (typ J m -� ST at opneer Ct ou Pl at ov eMma et cnht Aggregate No. 2 \ � PuDlic Road ' NOTE: �Existing Ground Temporary Geote:<tile GENERAL PLAN NOTES: CG OE NN ET RR AA LC TPOE RR MT IOT R( CESFGE PR) TGOU Tl DHEEL ICNOENS SFTORRU CDTEI TOANI LSSTOOFR ME RWOASTI EORN CONTROL TECHNIQUES. 2. E CA Q l O l U N C I S P O T M R N E U S N C T T R T D I U O E C N L T I PI V O E E N R R S A IE O C S T N A I N V N E IT D L Y ) D M ( A IN U lL C S Y L T U A A D R C I R N C I G E VA S M L S A S S T /D I E T E R E P I F A A R L R O A TU M N R D AE DS AOMF S STREET TO MINIMIZE DEBRIS IMPACT TO STATE ROUTE 32 3. LDOI SCTAUTRI OB NE DOAF RSEI LATLFI ME INTCS ES SHHOOWWNNE FNOCRO MR EP FAESRS E0N. 0C4EAOC NR LEYS. . TA ON TDANL EAWR ET AA NWKI TPHRI ON PT EE RMTPYO IRS A0R. 9Y2 CAOCNRSETSR, UR CE FT EI ORNTEOA SS HE EMEETN NT o . 3T .EAMDPDOI TRI AORNYA LC OA RN ES AT RMUACYT BI OENDEI SATSUERMBEENDT WA IST HR IENQTUHI REE D B Y T H E CT OO NCTORMAPCLTYOWR .I TI TH STHHAEL CL SBGE PT AH NE DC OP RN OT RD AU CC TE OTRHSE RSETSOPROMNWSAI BTI EL IRT Y PGOR LELAUTTEI OR NT HPARNE V1 E0 NATCI OR EN SP AL AS NR EI FQLUAI NR DE DD BI SYT UT HR EB ACNSCGEP .I S NEROOTES:ION CONTROL DETAILS AND POLLUTION PREVENTION AS I P S M U H P R O L P W E O M N S E OE N S N T O T A H N NI L D S Y S IN H I S T E T E I A S T L T L A H R S E E A C ID P O R E N O R T V O R ID S A E I C O D T N O F C R O O ' R S N R I T N E R F S O O P L R O M A N N A S D T IB I O IL N IT A Y L TO IPNODLI LAUNTAI ODNE PPARRETVME ENNT TI OONFMEENAVSI RU OR EN SM EI NN AT AC LC OM RA ND AA NG CE ME EWNI TT H T H E TOHF EF I CI NED OI AFN WA ASTTEORR MQ UWAAL TI TEYR, UQ SUIANLGI TTYHME ACNUURARLE N T E D I T I O N O F PLAN KEYNOTE LEGEND: CD TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD SEE DETAIL 1 THIS SHEET (D Mlesasy tbheiinre5d0ucfet.d as justified by site conditions, but shall not be PROFILE VIEW 0 SILT FENCE, SEE DETAIL 2 THIS SHEET 1 TEMPORARY INGRESS/EGRESS PAD NOT TO SCALE G) CONCRETE WASHOUT, SEE DETAIL 3 THIS SHEET 6'-0" Max. Roadway Moert wa l ,o os ydnpt hoes ttisc , SILT FENCE ELEVATION _.,.,,.,,.,-- Fill slope Temporary Geotextile COmpacted sail A SECTION A-A Silt fence SILT FENCE PLACEMENT RELATIVE TO RTGHT-QF-WAY LINE ---�--11,_ __ _J_r_ Rlght-of-way line Roadway �from�T'-Ooe"MofinS.lope Fill slope Silt fence Right-of-way line \ SCI LHTA FNENNECL E I NP LRA ICGEHMTEQN TF WW AI TY H 2 6'·6" Ty 1 SILT FENCE DETAIL ,. ,_ NOT TO SCALE Concrete Washout (Above Grade System) Worksheet I ' M81ol pin• or stopl!!oc !O WOO<! 0< rn<>.>I sla.... lO"""""' II>& MCUro U,., l)O�lll)lefie ,,,..,,. oot.. {< per slmw OIi!<) iln"'!l lo lho s�aw bll""' . . . ' ' ' ' ' ' ' ' ' .. '.' . ' . -W•-•� .. • '• .. • • • ' •• " ". • " . . . . • l • lrwde �gih Plan V,ew w � insido widt" l'lo< ., Scale Sop lrr r<paMw, od dWo " s<l eu"u{ amcl tt uea ryu a- .bi "ec' "ou' n•. t. m,o, i J,•t, m!o•eo i n; lI , . P w A t l l . l te y l , • e Ne ll q ,y U u M l . : < -. l M md e 1, , < l o t ig i e " r o i ! a I m l !o o< !, W1 �l coadt lvo<oI.< (T• l<hOteem<H> o\<l l!i oj omgve,s ,,h. 1,o,h,u•) k; J ,,,...,1,;o�� l MulaI�"'• or staples "'"""""'""' l. ),O ! ryha•U ,•y! rla. .w. ,b ll ilnl Bl oSg SN< o> c! \ l ioo5o CAB- lAe oFoo rl hiinsf om ra ar,r,fJtfi O8l,l. -p�aJe�24<7'<7, '-......___a,annel 0CONCRETE WASHOUT DETAIL NOT TO SCALE NOTES: JOPILNATN DVIEETWAIL Silt Fence G) STRAW BALE SEDIMENT CONTROL, SEE DETAIL 4 THIS SHEET ® VEHICLE PROTECTION SOCK OR DIVERSION RIDGE (NO DETAIL) ® DISTURBED AREA LIMITS (SHOWN FOR REFERANCE ONLY. SEE GENERAL PLAN NOTE 3 ABOVE) LEGEND: SILT FENCE D(S!SHTOUWRNBEFOD RARREEAFELRIMEINTCS E ONLY. SAEBEOVGEE)NERAL PLAN NOTE 3 Ci) bDeimpelancseiodnacsacnlovsaeryasbapsoesdsibolne right of way availability. Silt fence shall to edge of c:onstructkm limits. □ CONCRETE WASHOUT 2 . eSmi l tbfeednmc ee nmt aoyf b8ei np. l ai sc emdabi nyt apilnoewdi n. g i f m i n i m u m AT ON WG LAER DF ISR SPTR ESVT IAOKUES L Y LAID BALE --- VEHICLE PROTECTION SOCK STAKED STRAW BALE BOUND BALES PLACED ON CONTOUR 22 x/ S2TSETEALKPEISC.K E T S . O R 6" MIN INTO GROUND ANCHORING DETAIL 4" VERTICAL FACE BEDDING DETAIL 0STRAW BALE BANK SEDIMENT CONTROL NOT TO SCALE NEW TANK - EROSION CONTROL PLAN AND DETAILS I REVlSIONS 1] a·::: ?. -'5 �,o � ::E s ,, w "· :f BID SET C 202s l8• ,0! i2r l wWeesst et mB rEo andgwi naeye rSst. nI:necl . PLo.Oo.gBooutxee2.9I5ndinna 4755.'I DAT£ JULY 2025 DESIGN M.M.S. DRAWN S.L.H. a.c. CHECK E.K.P. PROJECT NUMBER 2022043-04 5 5 OF 11 FlLE NUMBER 44646 I Do Not Use Plan Previews for Take Off

� z � w 2w .;;, o• •w �·� ' 8'C? NM ' a� � £� . 0 . 2'.)I B� --- -w£ ri ' o-.11 z� ' --- �8 w� ~o "< ru - w, 5N Q 51li <c ,------------------------ -------1- / -------!­ / I I I BENCH MARK AND CONTROL POINT SCHEDULE 1 I I I I I ---- ---- 8H3 -I C0 1K-S2 ,8 C- 3A0 R0 -L0 0R4A. 0N0D0A- 0L0L9 (CULTIVATEOFIELD) S S8" H P O L E A V E S E T H R 9 F , P L B A O Y D W , D S I C V E O I E S N I DO C E N R T E I A T IL E CONTRACTOR / I / " s'' " / I ,/ " I I I " ' I I I I NWEAWT E1R0 0S, 0T0O0REALGEEV AT AT ENDK BS YE ED DI VEI ST IAOI LN SI HC EOENTTSR 8A CA TNODR9, l i \LI 0 0 1 �0� V � E� R � FL � O � W = E � LE � V � A � T � IO � N ==�64�9 �.0;;:J' _ 11 / ..TOP OF FOOTER = 534 5' I I I I " " \ I I I I I! I I I I I I 10 I I 5 ITEM NORTHJNG EASTING I TBM-1 1750185.8010 2853008.4670 I CP-7 1750199.5650 2853137.2070 I CP-8 1750222.5640 2852990.9450 I 10 NOTE: ALL WATER MAINS THIS SHEET SHALL BE INSTALLED TO A MINIMUM DEPTH OF 60" UNLESS OTHERWISE NOTED. .. '• \ ·, .. --- / ' n.----3-WAY FIRE HYDRANT ASSEMBLY_,, "- 6" ANCHOR COUPLING // ', 6"GATE VALVE / \ I \ / INTO TANK \ I SEE SITE PLAN I 6" MEGA-LUG RESTRAINT \ THIS SHEET / I / \ I ' / ' / ' / ' / ELEVATION OESCRIPT!ON 537.01 MAG SPIKE IN NORTH SIDE OF PWP 294-879 537.74 5/8 INCH REBAR 537.10 5/8 INCH REBAR I I I I I I I I I I I I I I PTWARI TNOHKP OTF RSL UAE SCD HE6 IR"N DWG I I WRCEAL, TAESRS M3 A5 0I N HPA AON RDL YNBEEETSLHSLYERLSEE TNS OTE RAEALNI LNC JTAOSI EN MT SE , N T , BY DIV. I CONTRACTOR 6, D.I. 450 BEND---'!=!!;,-.J 4------- PROPOSED 12" D.I. CLASS350 INSTALL 8" COMPACTED No. 53 AGGREGATE LL_,, .. PR OO LL YL EP DR OI NP Y( 2L) E4N" EL I GF TESO TOEVXETRI LUESS 2C5L0AWS SO V2 E N F1 ' AOBURTI CS IIDNENOEFWNAECWC EF ES NS CDER, I BV YE DA IRVEI SAI OA NN DI CONTRACTOR ---- ---- ---- I I I I I I I I BPC LOOOUNCRCKER DE TOER T PH RR EU- SC TA S T 6" D.I. 45 ° BEND_:=�'=: 6( N" OGRA MT EA LVLAYL VC EL O-S E-D-) , 6" ANCHOR COUPLING W.--� 6" MEGA-LUG RESTRAINT N 6" D.I. 90° POU 6" R x E 6 B D " E x 6 ON " D R D P.I.RTEE-CEAST--� CONCRETE THRUST BLOCK 6" ANCHOR COUPLING I PWNOFI TLLHYU EET TRNHATYC/ ELEFERFN LWEU EI ERNNECTAAWNS DAE TMEERN MT A I N CP OO UN RC ERDE TOERTPHRREU- SC TA SBTL O C K --12" MEGA-LUG RESTRAINT �:__-.,,;:-:=,-j--- ----162""GAANTCEHVOARL VCEO U P L I N G (NORMALLY CLOSED) -.r--12"x12"x12" D.l. T� PC OO UN RC ERDE TO�R}: ;REU- SC TA SBTL O C K 12" ME , -LUG RESTRAINT 11===�--PRdPOSED 12" D.I CLASS350 B W l P !) E O IF IT L L L H L Y U E RE T T E R N H S A T Y T I C E L R E F E A R F N I L N EW U T I E E R H NN E A C T , R A W N S E A E S T M S E E E R N S M T O , A A N IN N D I TANK FLUSHING DETAIL - BASE BID ALL JOINTS, BY DIV. I CONTRACTOR I l I I ---- ---- ---- DIV.II 1 I I / I 83-61-28-442-015. --010 ;cuLTIVATEDFI D) ---- - 1'-0" 77'-0" 20'-0" 19'-0" Do'BBINS, QUINT � L I ---- _,,_,, , ,,,.,, JL----1'----1---111 STONE ACCESS DRIVE 11 -_,,-/ --- I PROPOSED 12" D.I. INFLUENT/EFFLUENT ry"..c_,,,✓ ___J SEE DETAIL SHEET 9, BY _,,-/ EXISTING TOWN OF PERRYSVILLE WATER MAIN BY DIV . 11 CONTRACTOR 11 / I DIV. I CONTRACTOR �,. 8" PVC WATER MAIN TO REMAIN IN _ _- t-° SERVICE / - r , 8" '1 BASE BID POINT OF CONNECTION. , : EXIST1Nb TOWN OF PERRYSVILLE I �• I_ ,w ----+-- DIVISION II, SHEET 4 DETAIL No. 8 ..,-, ' HYDRA�T TO REMAIN IN S$<VICE DO NOT SCALE '" �---- •• - - --- /.: BY DIVISION II CONTRACTOR, SEE 1...., I 8" PVC yvATER MAIN AND FIRE ( aw-----ew- ..,, ,,.,.✓ -l~ ==------.. _-_--_--- .,. --:-=.-.-.. - 1 ..: ;; ;:-:::-..._.-, �- ---- ->3 _-�,,_ __ ,w __ / ,. - ---- •• - - -_ - 7 : • ,. ---_:__ • ;t- - - 4<- - 7' '-- -- --. il -_:+--+-/-- PL --- PS --;I PL � I--- "-+-'� " - - s•w L �- --� - � REMAIN IN PLACE '=-f=---.=.:__ CP-8 -- __ E,OP Ii EOP ..__ ��"" "'"' . i<':'xar � 0!.7'"""'\ ... � ---- ·•'-..,__ M�o<s % / --- -r --�---� � L - _�,-�����-����� -�---- - -=��- "-- "-- '------..__ "'� -/ STATE ROUTE 32 " BLKT. " - - NEW 100,000 GALLON ELEVATED WATER STORAGE TANK- SITE PLAN • E.OP 1 � "'"" ,.. CP-7 BLKT. I I I I / / I ,,...., ADAM!;TREET TERRELL, MARK & COURTNEY H&W I 83-01-33-123-003.000-010 STONE PARKING ,',,REA NEW TANK SITE PLAN - BASE BID REVISIONS BID SET C 2025 Midw�stem Engin�cr,;. Inc. P8L o0. Oo2 . �WBo ooc 1sxc1 e2B. 9rl5on addi nw, wa y 4 S7 15r 5c c3 1 DATE JULY 2025 DESIGN M.M.S. DRAWN S.L.H. a.c. CHECK E.K.P. PROJECT NUMBER 2022043-04 6 6 OF 11 I FllE NUMBER I 44 6 45 Do Not Use Plan Previews for Take Off

" "! �I � wt ?: N': ,: \ y .. " < � - Q !al � a z z z a z a oc' z r ��4 OC � oc MW �". � 89 "M 0� ;J :::i lS� i3� ~w 9J "" z� �8 if,� "a �4 �Y. oN �� 4C r------------------------ ------- TEMPORARY CONSTRUCTION EASEMENT ------- J_ I -I ­ I BENCH MARK AND CONTROL POINT SCHEDULE 1 I I I I I I I I I I I I I I I I I I -'� I ru I L ri l ==---=-c,, --- HICKS, CARL RANDALL 83-01-28-300..004.000-009 (CULTIVATED FIELD} / / / ii' I / " 1$, �.. ���L���CRE�� u -L-h,-� • • � SPLASH PAD, SEE DETAIL • • ' SHEET 9, BY DIVISION I ilJ.J,----ffl:�Jc. CONTRACTOR INSTALL 8" COMPACTED No. 53 AGGREGATE , ,So,, ROLLED IN (2) 4" LIFTS OVER US 250 WOVEN .-·o• �-· , J POLYPROPYLENE GEOTEXTILES CLASS 2 I � ·, , FABRIC IN NEW ACCESS DRIVE AREA AND ..-- c-_:, • , ; 1' OUTSIDE OF NEW FENCE _....- , f · ---- ---� IP, ' I �PR � O � P � O � S � E � .D..3..�W, A � Y � � F � l� RE � � HY � D � R � AN � T � � I ASSEMBLY WITH A 6" AUXILIARY ' 1 , BGYA TDEI VV AI LCVOEN, TSREAECDTEOTRA I L S H E E T 9 , ' ' I j , 7 PROPOS:D 6" D I. CLASS 350 WATER MAIN WITH TRACER lf�--cc,...__.:,_IJI " ' . I WIRE, POLYETHYLENE I ' ENCASEMENT, AND BELL , RESTRAINT HARNESSES ON I ALL JOINTS, BY DIV I , 1 0 • CONTRACTOR ,,1/- -- r 1 ' p " ST AE NE KD FELTUASI LHTI NHGI S PSI PHIENEGT, � ­ /�======� I t PWRI TOHP OT RS AE CD E8R" DW. II . RCEL, APSOSL Y3 5E0T HWYAL ET EN RE M A I N ENCASEMENT, AND BELL RESTRAINT 120'-0" 93'-0" J I I j I I ec I I I 1'-0" \ I I I , �d-+ ��;;v R ��:�:�� WATER ' I OVERFLOW ELEVATION= 649 0' . ,- , TOP OF FOOTER= 534.5' ���:;;;;;;;;;;:J,,,_: , I � I I , / CENTER OF TANK N: 1750330.90 --n E: 2853114.41 LAT: N40° 03' 12.06" LONG: W87° 26' 21.32" j ,, I I ; � Fi. I I ' �"'"==� ��----:, �: INSTALL ECLIPSE No. 88-SS , SAMPLING STATION, SEE I DETAIL SHEET 9, BY DIV I , CONTRACTOR. EXACT ' I ' LOCATION TO BE DETERMINED I / AT TIME OF CONSTRUCTION / AND VERIFIED BY OWNER. • ' I - , I / I I ' i , I �=�=""'"""".""'=' I , --c--r PWRAOTPEOR SMEADI N1 2W" IDT HI . CT RL AA SCSE R3 5W0 I R E , , I ENCASEMENT, AND BELL , I I I I I I 10 ITEM NORTHING TBM-1 1750185.8010 CP-7 1750199.5650 CP-8 1750222.5640 EASTING ELEVATION DESCRIPTION 2853008.4670 537.01 MAG SPIKE IN NORTH SIDE OF PWP 294-879 2853137.2070 537.74 5/8 INCH REBAR 2852990.9450 537.10 5/8 INCH REBAR NOTE: ALL WATER MAINS THIS SHEET SHALL BE INSTALLED TO A MINIMUM DEPTH OF 60" UNLESS OTHERWISE NOTED. . ,. ,, INSTALL VERTICAL FITTINGS AS NECESSARY TO PLACE TANK DRAIN PIPING A MIN. OF 18" BELOW TANK FILL PIPING "','e�----3-WAY FIRE HYDRANT ASSEMBLY --- .,,...- -........ 6"GATE VALVE-- POURED OR --, PRE-CAST CONCRETE THRUST BLOCK 6"x6"x6" D.I. TEE 6"D.I. 90' BEND---, ROTATE DOWN TO MAINTAIN 18"BELOW TANK FILL PIPING I / ', -- 6"ANCHOR COUPLING / '\. 6"GATE VALVE / \ (NORMALLY CLOSED) / \ '-====�=====:::J/ INTO TANK \ _... I SEE SITE PLAN I \ THIS SHEET / 6"MEGA-LUG RESTRAINT \ I \ I \ I ', / '- / -- _ .,.,.., PROPOSED 12"D.I. CLASS350 EFFLUENT WATER MAIN WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT PROPOSED 6"D.I. CLASS 350 TANK FLUSHING WATER MAIN WITH TRACER WIRE, POLYETHYLENE ENCASEMENT, AND BELL RESTRAINT HARNESSES TO ALL JOINTS, +-+--+-----PROPOSED 8" D.L CLASS350 BY DIV. I CONTRACTOR 8"MEGA-LUG RESTRAINT 6"MEGA-LUG RESTRAINT 8"0.1. 45° BEND 6"GATE VALVE- - (NORMALLY CLOSED) 8"MEGA-LUG RESTRAINT - 8"D.I. 45' BEND 6"D.I. 45' BEND 6" D.I. 45' BEND I INFLUENT WATER MAIN WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT -- 12"MEGA-LUG RESTRAINT ;J-----12"GATE VALVE �1-----12"ANCHOR COUPLING -t-,-�+--12"x12"x6"D.I. REDUCING TEE, ROTATE DOWN TO MAINTAIN18" BELOW TANK FILL PIPING POURED OR PRE-CAST CONCRETE THRUST BLOCK 12"MEGA-LUG RESTRAINT t.J==�-- PROPOSED 12"D I. CLASS350 EFFLUENT WATER MAIN WITH TRACER WIRE, POLYETHYLENE / NEW CHAIN LINK FENCE. 1,7'-f----:' .!.. / SEE DETAILS SHEET 9., BY HCAORNNTERSASCETSORON ALL JOINTS, BY DIV I / DIVISION I CONTRACTOR • // _,-,y-4 I � , MANDATORY 'A' ALTERNATE BID - POINT OF \.k,.,,.----'�. AND POLYETHYLENE I ·� R � E� ST � R � A � IN � T = H � AR T N � E � S r, S � E � S � O � N � A�L�L;;;:.a.::::;;=�" I / _JOINTS, BY DIV I CONTRACTOR 7 NEW 20' WIDE DOUBLE • ' / I I POURED OR PRE-CAST--� CONCRETE THRUST BLOCK PROPOSED 8" D.I CLASS350 INFLUENT WATER-� MAIN WITH TRACER WIRE, POLYETHYLENE ENCASEMENT, AND BELL RESTRAINT HARNESSES ON ALL JOINTS, BY DIV I CONTRACTOR 6"MEGA-LUG RESTRAINT ENCASEMENT, AND BELL RESTRAINT HARNESSES ON ALL JOINTS, BY DIV. I CONTRACTOR -- I , · CONNECTION TO DIVISION II WATER MAIN. l DIV I CONTRACTOR TO INSTALL CAP , I NEW 8" AND 12" 0.1. WATER MAINS FOR ., CONNECTION BY DIVISION II CONTRACTOR. SWING GATE, SEE I / / DD IEVT AI ICL OSNHTEREATC9T, OB RY , / ' ' -</ \_ !----+!· G J,t.J,_,q,t ' . • . '- • - ·• C �"" DIV I �-Cl --"'.cl- 9' ___:_:_ cf__:__ Cl -ic-=---a,, _<-, 1 c:t, - <Y/' ) 1 '� .. f---"""- �:-•--_-_-_._J-::�·· ::; z:::/=,=,��, ��· ·t::==1v-• - -_ -_-.:c.·�_-_-_,_, -'-t�,.U I�===�!� 535 1 I -- - -=----- - - DIV II 77'-0" PMRA OI NPSOBSYE DD I 8V" &I I C1 2O" NWTARTAECRT O R V 20'-0" I 19'-0" ' I ' /! ' __:_� - --� ---- J I /DOBBINS, QUIN '93--01-28-442--015 (CULTIVATED DDS I T E V O T A N I I C E L O A S N C H T C E R E E A T S C S 9 T DORRI ,VSEEBEY EXISTING TOVVN OF PERRY le llLE 8" PVC 'f\'ATER MAIN AND F E HYDRAIJT TO REMAIN IN sP,vlCE / / i ec " "' a·w - a �1-. ., ADAMS STREET / BLKT. I N 0TANK FLUSHING DETAIL -ALTERNATE ' A' BID DO NOT SCALE NL 0--010 ELD) " 8 STATE ROUTE 32 ---- PL Pl � PL --- ., --- ec --- " --- " --- ec --- "---1. --- ec --- " --- " / .,______ -�-----[--me " BLKT. ---- ---- --= I C TE , RELL MARK & COURTNEY H&W '-......._ BLKT � 83-01-33-123-003.000-010 "-.. ----!. STONE PARKING AREA NEW 100,000 GALLO N ELEVATED I +CP-7 _,_W;..Aaa'T:...::E _ =::R.::.�S-'-TO='-'R::.....A:.:::G::..:: � �T.c.:.A...:..:Nc.:_K:...:..__- -:-:S '-......c:::- IT:.:: ;� P = LA "" N��-�·''' STONE I ) NEW TANK SITE PLAN - MANDATORY ALTERNATE 'A' BID • REVISIONS BID SET C 2025 Midwc�tcrn Engineers. Inc. 802 West Bro:idw:oy Street P.O. Box 295 Loogoo1e.-. lndiun" 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN S.L.H. Q.C. CHECK E.K.P. PROJECT NUMBER 2022043-04 7 7 OF 1 1 I Fllf NUMBER I 44644 Do Not Use Plan Previews for Take Off

649' HIGH WATER LEVEL ELEV. INTERIOR OVERFLOW WEIR SHALL BE DESIGNED FOR GREATER THAN OR EQUAL TO 600 GPM FILLING RATE II FROST PROOF ROOF VENT WI 24" DIA. OPENING VENT SHALL BE DESIGNED FOR GREATER THAN OR EQUAL TO 5,000 GPM WITHDRAW RATE ( SEE DETAIL SHEET 9) 24" DIA ROOF MANWAY STATIONARY ROOF LADDER WI FALL ARREST SYSTEM TO BE INSTALLED AT TANK LEG EQUIPPED WITH CONDUIT BRACKET ----- INSIDE BOWL LADDER WI FALL ARREST SYSTEM COUPLING WITH PLUG r 1'-0" 42" MIN. PWRI TOHT E4 CSTUI VP EP ODRI STCSH A R G E P L A T E 1-- - 36" DIA. TANK RISER WELD TO RISER BOTTOM 3" PWRI TOHT E4CSTUI VPEP ODRI STCSH A R G E P L A T E COUPLING WITH PLUG WELD TO RISER BOTTOM 1 3" TERMINATE AT LOW WATER LEVEL 48" DIA. TANK RISER SWTEELEDLEPDIPCEARBON FLANGED WELD TO RISER BOTTOM (TYP.) WELD TO RISER BOTTOM NON-SHRINK GROUT PER YSVILLE ---SHELL MANWAY (SEE DETAIL ON SHT. 6) -.IQ£'..s; W '£' E _f L _f D � Tf O J R :[ IS s]E';_R§;8!10J!TT![O_ M __ rL::l;.,jj,___1,..,L,i;;;;;;;i,:l;,LL[ NON-SHRINK GROUT TOP OF CONC. PIER 534.50' • n6"MIN. GRADE ELEV. 534.00' GRADE TOP OF CONG. PIER 534.50' GRADE ELEV 534.0' • • • • • • 6" MIN . GRADE w'-' z., ( 0 l' w w "' )- -' ., 8,: 628' LOW WATER LEVEL ELEV. 8" OVERFLOW P!PE (TO GRADE) NAME PLATE RISER MANWAY (SEE DETAIL ON SHT 6) GROUT 1" THICK UNDER ALL BASE PLATES OVERFLOW SCREEN TERMINATE 12" ABOVE SPLASH PAO (SEE DETAIL ON SHT. 6) TOP OF FINISHED FOOTER ELEV. 534.50' • •• 0 �--L__-------1---1'--if-- .-"'lic=�� ·- .. CON'CRETE SPLASH PAD (SE� DETAIL ON SHT, 9) FINISHED GRADE, ELEV. 533.00' OVERFLOW PIPE SUPPORT (SEE DETAIL ON SHT. 9) i 12" INLET/OUTLET PIPE 'i.)h,-,-1 (SEE WATER STORAGE TANK CONNECTION DETAIL ON SHT 6 AND 7) ---,-�,,--- 3"x3"x"A," CLIP FOR GROUNDING (TYP. EACH LEG) " I , I I I' I , .. .' ..... 11 I I II I I I I� D D D D BALCONY WI 42" TALL HANDRAIL INSIDE BOWL LADDER WI FALL ARREST SYSTEM Tf-:;'f'----STAINLESS STEEL CHAIN FROM ROOF MANHOLE TO INTERNAL TANK MIXER INTERNAL TANK MIXER SAFETY GRATE ON TOP OF RISER RISER ROD EXTERIOR RING INSTALL 18"x4"x3/4" THICK CONDUIT STANDOFF BRACKETS (SEE CONDUIT STANDOFF BRACKET DETAIL ON SHEET 6) @ MAXIMUM 10'-0" LENGTHS FROM GROUND TO BALCONY AND BALCONY TO HAND RAILING ON TANK ROOF STRUT & RISER ROD 8" DEDICATED TANK FILL LINE (WELDED STEEL SECTIONS) FOR MANDATORY ALTERNATE 'A' ONLY RISER COLUMN WINDAGE ROD OCOPENNCIRNEGTE SLAB PIPE CD EI MNETNESRI OPNI ESR AFNODU CN OD NA CT IROENT-E - -f.,' SR HE IANLFLOBREC DE EMTEENRTMRI NE EQDU IBRYE MT AENNKT S CONTRACTOR. STEEL PIPE. FLANGE AND PLAIN ENND I �!l'o-Jl_,lI�=='(F. 12" FLANGE JOINT 0.1. BASE BENDPOUR CONCRETE THRUST-- --t-1 __1 '-1BLOCK FOR BASE ELBOWS :I :� .I -=-:-It= ·-- ��,- -�'"' C'· ,::::)___)__ SAND BACKFILL .,. ., ' ' .i . ... v·: ,·-� 60" MIN. 1P2O" L0Y. E1 . TCHL YA LSESN3E5 E0 NP CI PAES WE MI TEHf \ P 6" O ' DL .YI . ECTLHAYSLSE N3 5E0 EPNI PCEA SWEI MT HE N T TO HYDRANT 6" M.J. RESTRAINT 6" FLG. JT. 0.1. BASE BEND WATER STORAGE TANK CONNECTION AND PIPING DETAIL - BASE BID ) NOT TO SCALE i I • I ' I I I I L_ : . . - - =-=-= - --= ==iv- CENTER PIER FOUNDATION DIMENSIONS R BA Y E N QD T U A C I N R O K E N MCC O E R N N E T T T S E R A S R C H E T A IN O L F R L OBRECDE EMTEENRTM I N E D •• + I __J 36" DIA. TANK RISER 1IN2F" LDU.IE. CNLTA/ESFSFL3U50ENT PIPE T6"ADN.KI. DCRLAASINS 350 PIPE TO HYDRANT 36" DIA. TANK RISER, CENTER PIER AND PIPING DETAIL - BASE BID NOT TO SCALE CONCRETE SPLASH PAD (SEE DETAIL ON SHEET 6) BALCONY WI 42" TALL HANDRAIL CONCRETE SLAB PIPE----t'f.'='=rr"'--' OPENING DC IEMNETNESRI OPNI ESRAFNODUCNOD NA CT IROENT-E - - - + t - - ­ SR HE IANLFLOBREC DE EMTEENRTMRI NE EQDU IBRYE MT AE NN KT S CONTRACTOR. STEEL PIPE, FLANGE AND PLAIN END •� _ \ 12" FLANGE JOINT D.1. BASE BENo--+....C:'-a+- , . -+- l ­ BPOLOUCRKCFOONRCRBAESTEE ETHLBROUWSTS-----+��'-!. ·I :1. . . . • j 1 R 12 E " S ' STERRAI EI NSE 2D1 F0 L0 AMNEGGEA AF DL AA NP GT EE R BY EBAA IRON, INC. OR EQUAL B8 'A" FSLEABNEGNEDJOINT D.1. R B8" Y E S S EE T B R R A I A E A I S N IR E 2 O D 10 N F 0 . L I MA N E N C GG . O A E F R A L D EA QA N P U G T A E E L R j I L�•��·"-:::j_ _j__ _ SAND BACKFILL 60'"MIN. P P8" O L A IL N N Y L T E E , T T H D FY . R l. L O C E M N LA E WS E A S N T 3 C E 5 A R 0 S T R E R .J M E . E A P N T IP T M E EWN ITT H 13 25 "0 DRI .SJC. PHIAPREGWEI TTHO PSOYLSYTEETMH, YDLIE. NCEL A S S ENCASEMENT -- TO SYSTEM 36 5" D0 RRA. JI N. PLI IPNEE TTOO 6H" YGDART AE NVTA, LDV. IE. CA LNADS S HOYRDIERNATNATT,IOSENE SlTE PLAN FOR R B6" Y E S S E E T B R R A I A E A I S N IR E 2 O D 10 N F 0 , L I MA N E N C GG . O A E F R A L E D A QA N P U G T A E E L R 6" FLANGE JOINT D.I. BASE BEND WATER STORAGE TANK CONNECTION AND PIPING DETAIL - MANDATORY ALTERNATE 'A' BID NOOU TT EO: FS EV CI ETWI OFNOSRHPOI WP I NN G CLARITY NOT TO SCALE i I I L_ • .. '• • • • . .. ---1-� CENTER PIER FOUNDATION DIMENSIONS R BA Y E N Q D T UA C N IR O K E N CM C O E R NN E T T T R E S A S RC H E T A IN O L F R L OBRECDE EMTEENRTM I N E D 48" DIA. TANK RISER 12" 0.1. CLASS 350 --- EFFLUENT PIPE ===l�=====:::'-�' TO SYSTEM . . I I _J P8 "I PDE. I .FCRLOAMS SW3A5T0EFRI L L TREATMENT PLANT 8" OVERFLOW PIPE (TO GRADE) ANTENNA SUPPORTS WELDED 6T"A0N.K1 . DC RL AASI NS T3O5 0HPYIDP RE A N T D D D D D D 6" TANK DRAIN D (SEE WATER STORAGE TANK CONNECTION DETAIL ON SHT. 6 AND 7) /\,- RISER LADDER WI FALL ARREST SYSTEM TANK LEG LADDER W/ FALL ARREST SYSTEM (SEE DETAIL ON SHT. 6) ALUMINUM LADDER GATE (SEE SPECIFICATIONS) " z: ll : ' , . f- 1 , / r J ;:? Ii, TANK--+--,r---> TANK SHELL ----+-r--, COLUMNS TYP CONDUIT BRACKETS TO BE INSTALLED ON THIS TANK LEG PROPOSED MULTI-LEGGED 100,000 GALLON ELEVATED WATER STORAGE TANK ELEVATION NOT TO SCALE / I TANK LEG LADDER WI FALL ARREST SYSTEM --------- Ii, TANK I I TO TANK HANDRAIL, REQ'D (SEE DETAIL ON SHEET 9) 48" DIA. TANK RISER, CENTER PIER AND PIPING DETAIL - MANDATORY ALTERNATE 'A' BID A / < 4 24" ROOF MANWAY (2 REQUIRED) NOT TO SCALE 42" TALL ROUND ROOF HAND RAILING ,�-FROST PROOF ROOF VENT WI 24" DIA. OPENING (SEE DETAIL ON SHT. 9) GENERAL NOTES. 1 ALL HANDRAILS, PLATFORM LANDINGS, WALf0/VAYS, LADDERS, AND SAFETY CLIMB DEVICES SHALL CONFORM WITH CURRENT OSHA STANDARDS 2. SEE PROJECT SPECIFICATIONS FOR SHOP AND FIELD PAINT REQUIREMENTS. 3. STERILIZE TANK IN ACCORDANCE WITH AWWA C652-11 AND PROJECT SPECIFICATIONS 4. TANK CONTRACTOR SHALL GRADE, SEED, STRAW, AND FERTILIZE ALL DISTURBED AREAS THAT ARE NOT ASPHALTISTONE RESURFACED. 5. TANK CONTRACTOR SHALL SLOPE TANK SITE TO DRAIN AWAY FROM TANK FOUNDATION 6. TANK CONTRACTOR SHALL FURNISH AND INSTALL SITE DUCTILE IRON PIPING AS NOTED ON SITE PLAN FOR TANK CONNECT!ON. SEE STORAGE TANK CONNECTION DETAIL THIS SHEET 7. TANK CONTRACTOR SHALL FURNISH STANDARD ATTACHING PARTS FOR FALL ARREST SYSTEM, INCLUDING Saf-T-Climb RAIL, Saf-T-Lock SLEEVE AND Saf-T-Climb. 8. STRUCTURAL DESIGN OF THE WATER STORAGE TANK AND FOUNDATION SHALL BE DETERMINED BY THE WATER STORAGE TANK DESIGN ENGINEER, WHOM SHALL BE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF INDIANA, AND BASED UPON THE SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS REPORT CONTAINED IN THE SPECIFICATIONS THE DESIGN MUST MEET OR EXCEED CURRENT AWWA STANDARDS MULTI-LEGGED TANK PLAN 9. TANK/ TOWER SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE MOST CURRENT AWWA 0100 STANDARDS AND PROJECT SPECIFICATIONS NOT TO SCALE NEW 100,000 GALLON WATER STORAGE TANK TYPICAL DETAILS REVISIONS BID SET C 2025 Midwe�lcrn Engineers. Inc. 802 West Bromlway S!R'el P.O. Box 295 Loogootee. Indiana 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN S.L.H. Q.C. CHECK E.K.P. PROJECT NUMBER 2022043-04 8 8 OF 11 I FILE NUMBER I 44643 Do Not Use Plan Previews for Take Off

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