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Midwestern Engineers, Inc. Plan Preview

w I w 0 0C z 0 " 0 � i' wz, ", , �: � is a , z z ATER DISTRIBUTION SYSTE ENTS POINTE REINFORCE ENT BOOSTER STATION No. 3 SUPERINTENDENT TED PRINCE ATTORNEY CHRISTINE BARTLETT FERGUSON LAW BLOOMINGTON, INDIANA FOR THE MONROE COUN ' INDIANA JUNE, 2025 5.J 40 Atkinsonville AY Cuba . '-I , 252 0 Mahalasville Ro y: o a - 0 Gosport 1..-'-:'�i__i._J '� McCo,Ji;;s :�u:;abor - - - - -Jkrgan-Mon�,----;' BOARD OF DIRECTORS JUSTIN TURPIN LARRY SMITH MATT NEKOLA RODNEY IRA JEREMY VEHSLAGE KEVIN MERRIMAN PRESIDENT TREASURER SECRETARY DIRECTOR DIRECTOR DIRECTOR NOT TO SCALE y h o r n o s d e Denmark 57 Plummer 246 C * Creek State Park o:i Vandalia ., I .... 17 r OWEN Fawcetts Spencer O O Stinesville Pottersville Adel New Hope 4_ 1 Vilas --------- McVille Newark Salsberry Park Modesto � Mineral City " 'O Staw Fores/ , Hindustan ! Cornelius , Trevlac Helmsburg I U.S.F.S. ' ; 27 �· Needrnore Be ■ lmont Br S o t 1 , 1 SflCa.tSe H1eie:;/tl.l Si Hard/II Ridge T Blackwell Rec. Area \ • 20.5 HOOSIER NAT/Qt,, Chapel ii� __ �P_URCH / " Bedford Hickory• I Ridge PROJECT LOCATION � � �� BID SET �-... �5 :i a-"' � :11---;::===::r:============================================================;--;: =================================:::;-;:::======================================;--;:::=====::::====,;:=========�=================;,;==========:,I ;.i -.. 89 -" -..Sj � ;e :\,,,1111111,,,,,. COPYRIGHT © 2025 Midwestern Engineers, Inc. � .. � � Quality Engineering Service& s;nce 1959 ;,'"�,cK w 10"'1�.,,. � � �� Midwestem,:n01neers, Inc. PLANS CERTIFIE D BY, ie � � 6/112025 1,.,,� .... �""���q�\ PR�����7����ER � 0 £ a: b.... --��===--:-c==cc-''-="=-----------,D""A,.. TE°"' =- g No, 'a ., R. D ERICK WIGGINS, P. E. - 10000091 - � � O 6809 Corporate Drfre, 802 We�t Broadways,., P.O. Box 295 REGISlIRED ENGINEER No. 10000091 ST.\TE OF INDIANA $ � : 5 8 � lndian�po!is, IN 46278 Loogootee, IN 47553 �* � # .p � E O:'. -I Ph: 317-334-0262 Ph: 812-295-2800 OUALITY CONTROL 7 rlft.l? \. 0 STATE OF �;:: 8 � Website: midwes1emeng.com fax: 812-295-2801 Email; meinc@mitlwestcmeng.com REVIEWER; 6/1/2025 \ �8 11/0ll\l'-... �� FILE NUMBER 1 -�-OF 16 � � Consultants Civil Mechanical Electrical E ON K. PETERS, E.I. DA TE -,,,, , ,. 8/0NA '.'f.. �,,# ��L.,,:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:..!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;..!;;;;;;;;;;;;h;h;";"; ll;ll;�;�;;;;;6�l�1l�2�5;.: ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; 4;4;9;8;8 ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,J <a Do Not Use Plan Previews for Take Off

MONROE COUNTY MONROE COUNTY COMMISSIONERS COUNTY HIGHWAY DEPARTMENT LISA I RIDGE, H IGHWAY DIRECTOR 5900 W FOST ER CURRY DR BLOIDMINGTON, IN 47403 PH 812-803-6810 COMMISSIONER'S OFFICE MONROE CO UNTY COURTHOUSE 100 W KIRKWOOD AVE. BLOOMINGTON, IN 47404 LEE JONES, COMMISSIONER J ULIE THOMAS, PRESIDENT PENNY GITHENS, VICE PRESIDENT INDIANA DEPARTMENT OF TRANSPORTATION SEYMOUR DISTRICT ANTHONY McCLELLAN, D EPUTY COMMISSIONER 185 AGRICO LAN E BLOOMINGTON SUB-DISTRICT 2965 N PROW RD. BLOOMINGTON, IN 47404 DISTRICT PERMIT MANAGER D E VIN MAYNARD PH 1-812-569-2807 DISTRICT PERMIT INSPECTOR IGNACIO C UADRA PH. 1-812-332-1411 SEYMO UR, IN 47274 PH: 1-812-524-3702 EMAIL: tmcclellan@indotin.gov SHEET SCHEDULE 1. COVER SHEET 2. P ROJECT INFORMATION AND OVERALL MAP 3. SITE BOUNDARY SURV EY INFORMATION 4. EROSION CONTROL PLAN 5 PLAN SHEETS 6 BOOSTER STATION SIT E PLAN -BASE PH: 1-812-330-7714 7. BOOSTER STATION SITE PLAN - MANDATORY ALTERNATE 'A' 8. EXIST ING STANDPIPE No. 1 SITE PLAN -MANDATORY ALTERNATE 'A' 9. BOOSTER STAT ION DETAILS 10. BOOST ER STATION ELEVATIONS 11. BOOSTER STATION FO UNDATION DETAILS 12. PROPOSED ACCESS DRIVE PROFILE AND SECTIONS 13. EXISTING VALVE PIT MODIFICATION DETAILS 14. TY PICAL SITE DETAILS 15. TYPICAL WATER A PPURTENANCE DETAILS 16. BOOSTER STATION ELECTRICAL SITE PLAN GENERAL NOTES: EMAIL: dmaynard@indotin.gov UTILITIES ELECTRIC: DUK E ENERGY 100 S MILL CRE EK RD NOBLESVILL E, IN 46062 CONTACT: DON MCD UFFY P H: 1-317-776-5320 EMAIL: dei-dline-coord@duke-energy.com TELEPHONE SMITHVILLE TELE PHONE COMPANY, INC 1600 W. TEM PERANCE ST. ELLETTSVILLE, in 47429 CONTACT BRAD H UDOFF P H: 812-935-2423 EMAIL: brad.hudoff@smithvi lle.com CONTACT CHAD HAWKINS P H: 812-935-2377 EMAIL: chad.hawkins@smithvil le.com EMAIL icuadra@indotin.gov WATER:SO UTHERN MONROE WATER AUTHORITY 5790 S FAIRFAX BLOOM INGTON, IN 47401 P H. 812-824-7220 EMAIL office@southernmonroewater.com CABLE COMCAST CABLE (SO UTH) ...- a P<IIII aBn1111ar,-- 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONN ECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA IAT UM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD 88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTR UCTION IS TO BEGIN. 4. 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 IT SHALL BE THE CONTRACTORS RES PONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTR UCTION IN THE AREA 5. EXACT LOCATION OF GATE/BUTTERFLY VALVES, HYDRANTS, FITTINGS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION 6. DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING WATER MAIN. COORDINATE WITH TED PRINCE, WATER S UPERINTENDENT, AT 812-824-7220 A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO ANY TAPPING OF EXISTING MAINS. ALL TAPS TO BE COMPLETED ON A MONDAY 7. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY 8. �UA R ::::�:�::::l::�:::�F:::l:::EH L U O :::I:;�::; :;�::::::�:PD::�:::�:STRUCTION, TH E CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DE PARTMENT OF NATURAL RESOURCES, DIVISION OF HISTORIC PRESERVATION AND ARCHEOLOGY, PHONE No 317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHO UT RECEIVING THEIR APPROVAL 9. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 10 IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S FISH & WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES. LEGEND: PROPOSED WATER � PRO POSED WATER MAIN & SIZE " PROPOSED GATE VALVE o PROPOSED BUTTERFLY VALVE � PROPOSED BLOW OFF VALVE ? PROPOSED FLUSH HYDRANT i PROPOSED 2 WAY HYDRANT � PRO POSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE I PROPOSED LEAK DETECTION M PROPOSED/ RELOCATED METER 8 PROPOSED PRV " PROPOSED CHECK VALVE * PROPOSED CUT AND CAP EROSION CONTROL - EROSION CONTROL BLANK ET � SILTFENCE EXISTING WATER -ew- EXISTING WATER MAIN & SIZE e EXISTING GATE VALVE ® EXISTING BUTTERFLY VALVE ' EXISTING BLOW OFF VALVE t EXISTING FLUSH HYDRANT f EXISTING 2 WAY HYDRANT t EXISTING 3 WAY HYDRANT • EXISTING HYDRA STOP e EXISTING INSERTA VALVE rl:i EXISTING LEAK DETECTION @ EXISTING METER • EXISTING PRV & EXISTING CHECK VALVE '( EXISTING YARD HYDRANT (!) EXISTING CORP. STOP GENERAL TOPO ® SIGN • SATELLITE DISH a RIGHT OF WAY MARKER II SW GAS VALVE/ METER/ MARKER -8"GAS- GAS MAIN -,- TELEPHONE '1l MAIL BOX -m-FIBER OPTIC 0 POST/BOLLARD -o•c-OVERHEAD ELECTRIC 0 SANITARY MANHOLE ',I- SURVEY CONTROL POINT E) STORM MANHOLE & SURVEY MONUMENT @TREE "' ELECTRIC METER -,-x- WOOD/ BARBED WIRE FENCE -ec-PROPERTY LINE -,-cc- ELECTRIC/ CHAINLINK FENCE -=- RIGHT OF WAY � HO USE -w•w- LIMITED ACCESS RIGHT OF WAY I H.T. I HOUSE TRAILER ---m--- BURIED TELEPHONE CABLE ,¢, LIGHT POLE 'St-< POWER POLE/ GUY WIRE □ TEMPORARY CONCRETE WASHOUT BASIN LIMITS OF DISTURBANCE � TEMPORARY CONSTR UCTION INGRESS/EGRESS PAD I I S LODGE RD. VAN BUREN WATER INC. i 4• I I I 3• 77 u•· • 1/ 4• ' ,. r � ' m r ' w BOLI N LN. 4-� , "" , �I -... == , /w el ,., •· -f'i E SGHACHT LN. CONNECTION No. 1 TO CITY OF BLOOMINGTON SOUTH PRESSURE ZONE OF. 857" -- r. 4•�:4•,·/1 I � • · ✓- •· •:1, ' ����.c__,;�::+ "L.... J"-"�'--_:: E:_:D :::IL :,: LM Cj A _:: N :_:R _:: D::_,----,.,' 8"-"·l.1,!!i,f� .,L;'�f'-'�'.;,•�C��:�:=· !-cc!=c ±�,._�= W DILLMAN RO, L' 2• a• ' ' 2· • FLOATS FROM EXISTING CONNECTION No. 2 OVERFLOW 953' I wo.s· OVER FLOW PRESSURE ZONE I j 865' OVER FLOW PRESSURE ZONE I , . 2000 ' \ \ � / ) ��"'- PROJECT 3• ,. 3• 3• 3" a· S KETCHAM RO. � 3• 4• 3• 4• a· 3" STANDPIPE No. 4 210,000 GALLON CAP OVERFLOW ELEV. 900.5' [;; ci ,,; 3• • 3" I 3• 3• EXISTING BOOSTER STATION 3• , s EXISTING VALVE PIT MODIFICATIONS SEE SHEET 13 I EXISTING STANDPIPE No. 1 300,000 GALLON CAP OVERFLOW ELEV. 865.0' ' I I LOCATION PROPOSED BOOSTER STATION fa� SEE SHEETS 6-12 WATER MAIN EXTENSION •• SEE SHEET 5 l'l" '17,, ---...-,2· So "lo ,s , , - -..r 0, 2· MONROE LAKE REVISIONS 1111111 r, ' * tDOJI009 •• CONTROL VALVE ELEVATED TANK No. 3 200,000 GALLON CAP OVERFLOW ELEV. 865.0' 1 /2025 ,e �/....4;- I I I 3• 3• I STANDPIPE No. 2 I I 100,000 GALLON CAP OVERFLOW ELEV. 783.0' - - NORTH LAWRENCE WATER CORPORATION NOTE: MAINS SHOWN ON THIS MAP ARE NOT CONFIRMED BY SMWC. MANY ARE ASSUMED BASED ON PRESUMED SERVICE CONNECTIONS. � 7 I () ► " () 4" " ?'. 4• r "' o!;! ;_;::A o f.5¼ a::A .:S:§!; Cl::'-'.! {;ff] �!§ ·!-<J C f;? :fl' F}!;! z w 2" z w "' 3• 3• 2· a· " 0 .., w " CJ "' MONROE LAKE 3" PROJECT LOCATION MAP ------------ r ---, , r,E"'x"' , s "'T,:-:N G=s T:;cAc,N;;::D-;::P l;;::P;:-, E I SITE MODIFICATIONS ) SEE SHEETS 6-8 f I I I I I I I I .• I r---.J I I PROPOSED BOOSTER STATION SEE SHEETS 6-12 I I I I I I I I I I I I :;, I ;;; I t �I c1: I I I I ' I I I I I I L L- = .J .-----•• I PROPOSED BOOSTER STATION SITE f PROJECT INFORMATION AND OVERALL MAP BID SET 0 2025 Mi{lwestern Engineer,. Inc. 802 West Bro'1dway Street P.O. Box 295 Loogootee. Indiam1 47553 DATE JUNE 2025 DESIGN RDW DRAWN MMC Q.C. CHECK EKP PROJECT NUIABER 2023076-00 2 2 OF 1 6 I FlLE NU.BER 44987 I Do Not Use Plan Previews for Take Off

' CROSS REFERENCE PURSUANT TO IC 32-23-2-5 The easements created hereunder encumber real property. The most recent deeds conveying the real property on or within which the easements are located are recorded as Deed Record 279, Page 127 in the Office of the Recorder of Monroe County, Indiana. GRANT OF EASEMENT This Grant of Easement is entered into between the Board of Commissioners of Monroe County ("Granter") and Southern Monroe Water Corporation aka Southern Monroe Water Authority (the "Grantee") (collectively, the "Owners"). Whereas, a water tank exists on Grantor's parcel that is owned and maintained by Grantee. Grantee is installing a booster station on Grantor's parcel. Granter agrees to grant Grantee a perpetual easement over a portion of Granter Parcel described in this Grant of Easement; Therefore, in consideration of the covenants herein, Owners agree as follows: 1. RECITALS. The recitals are Incorporated by reference into the terms of this Agreement. 2. GRANT OF EASEMENTS. Grantor conveys and grants to Grantee, and its heirs, successors and assigns, a non-exclusive perpetual easement ("Easement") to the following described real estate to erect, construct. install, reinstall, lay and thereafter use, operate, inspect, repair, maintain, and replace a water tank, booster station, water pump, driveway, access roads, security fencing, water mains, and any other water Infrastructure, including any equipment and fixtures, utilities, and appurtenances as are necessary for the operation of the same: Part of the northwest quarter of the southeast quarter of Section 3, Township 7 North, Range 1 West, Clear Creek Township, Monroe County, Indiana, being more particularly described as follows: Commencing at the northwest comer of the southwest comer of the southeast quarter of Section 3: thence along the south boundary llne of property recorded in Deed Record 279, page 127, north 89 degrees 07 minutes 48 seconds east. a distance of 1052.60 feel to a 5/8-inch rebar with cap "SNA INC LS 29500020": thence north 89 degrees 01 minutes 31 seconds east, a distance of 236.83 feet to a 5/8-inch rebar with cap "SNA INC LS 29500020"; thence north 01 degree 14 minutes 45 seconds west, a distance of 156.43 feet to a 5/8-inch rebar with cap "SNA INC LS 29500020' marking the point of beginning; thence north 89 degrees 02 minute 30 seconds east, a distance of 46.90 feet PLAT OF SURVEY PART OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 7 NORTH, RANGE 1 WEST, CLEAR CREEK TOWNSHIP, MONROE COUNTY, INDIANA. Certificate of survey 1)11<01>°"'1Ytrol!l--•""9'111-0I.._Oi_.__Cln<K_ '°'"'"'PoOO°'�"'°-""'..-ri••ol-b•-o!lllll.,_°"""I' _,. -0..0 Doto-mf'IOtl27 -- 1,,-.,..,,T•M �Hi .,....,...,.,..-,...._.,....,.-.:l���•--1,...- o,i,......, __ ""M-.. ,-ol . �. . -..... --. a_,.,_._..,,.... C _.,,......._... 0 ____, -- --N--S.0..,-.,.....L_(Roo;, ,.,_,I) ..-1!!11-.;-s,,,.,,i,,-t111>�!w;-•i(Fil9No� S.,,,t,tJ-0 -(Rog,.,�_-....,., ___.,_._,,°""' s.,,i,,,,eo,,.�"""'C!Cr_.00 --- , 4�,.,r,,.._.,,�$1t..,�Roa!01Nl_, ___,.,�_,l ' '""""'"--'" ___ .. .,. __ .. .,. __ ..... __ .. _, l l-----"Sl<,O,ClS28!0002lT_,_.,.,_.11>,_....,__..,...,.....,.,,.,,;,.·1,1,1lilO-' -- .. -10;211115is., < -��--.-."Sl<•ll!eli-•--•""-°"""ol-53,11-113-!illlJJ:!7@-00I � 4ltl<y0<,,...--....-..............?"I'-"'___ $ •t-�--P<"'---.....-...o1...__ 1 ,_,,,,.__.,.,.___.....__ _ .. __ ---"""'·---"'"'"____.,___.,f"O'_... --..�--- �..,____.,._�-----olll!o W101HoN1_11.,.'°""-""""'°"'"-� 'l>tWll"'lol,_,____Ql41ot!i � .. -- ..______ ,, ... ___ "" ... _ _.,...,,..,lm .. � '"""""'"""""___.,,,.,_..11i....><dll..... -...,,...._.,"""'"-"""'"� .-o1 ......... """·'"'" .... ___ ., ____ ..1 .. -oi ......... _ ...... "'" __ --.... -..... __ ... __ ..,.,.,_.,.,. __ _ --�...,- ..... - .. -.. �� ......... """"eat"-""""_o-,.,.""""" ..,.,,_lo__ "'1__........... ..-o1 ,,,. ,, ,,_....., .. _.,w,_ ----... Tl,o___....._..... �-b! ... """!•-"'-"''R,nlS.....,. �:ii,,..,...m_,.._1..-..,1•""-""C'-U "..-Y"- ----•-tb'IIIN-� ...... .,._Pl'""'-"-"'"'-.i•o1- �10tio_,r,t1,o-- l!aoOOll�oloa,dpocool•-b!h-..Forl,,_, n..«,--. ol'____"""'""___'°'.,._,�lrloolh_,..!""oi �-.......,,;,,«""'- ---bf""'"""°'-""""''____.. \llo-hdr.t�--•�..oo,:;n,, - ..--..,.,.-. 1.._..,...,..�-�..tl,r,o""""""'"'-53-1\�\90IIO.w) -l!llo_.__.._____nl_lll/0_�_ ,_ .. __ ,_ .... i...,_.,.,...., ... �"" - '"''""_, .... .....,. -°""""""'---•-m!IJ)'Mffl--•---my-n""'all..,._ Legal Demiplioa !or New Parcel to a mag nail with washer "WALKER 20200085� in the center of Fairfax Road, thence along the centerline of Fairfax Road, north 02 degrees 20 minutes 30 seconds west. a distance of 194.72 feet to a mag nail with washer "WALKER 20200085H; thence continuing along the centerline of Fairfax Road, north 00 degrees 36 minutes 36 seconds west, a distance of 381.22 feet to a mag nail with washer "WALKER 20200085" on the north boundary line of property recorded in Deed Record 279, page 127; thence along said boundary line, south 89 degrees 17 minutes 31 seconds west, a distance of 84.00 feet to a 5/8-lnch rebar with cap "WALKER 20200085"; thence south 00 degrees 36 minutes 36 seconds east, a distance of 343.69 feet to a 5/8-inch rebar with cap "WALKER 20200085"; thence south 89 degrees 01 minute 31 seconds west, a distance of 86,00 feet to a 5/8-inch rebar with cap "WALKER 20200085"; thence south 00 degrees 36 minutes 36 seconds east, a distance of 232.54 feet to a 518-inch rebar with cap "WALKER 20200085'; thence north 89 degrees 02 minute 35 seconds east, a distance of 128.99 feet to the point of beginning. This parcel contains 1.583 acres, more or less, and Is subject to all legal easements and rights-of-way. ("Easement Tract 1H) And also: Part of the northwest quarter of the southeast quarter of Section 3, Township 7 North, Range 1 West, Clear Creek Township, Monroe County, Indiana, being more particularly described as follows: Beginning at the northwest corner of the southwest corner of the southeast quarter of Section 3, thence along the south boundary line of property recorded in Deed Record 279, page 127, north 89 degrees 07 minutes 48 seconds east, a distance of 1052.60 feet to a 5/8-inch rebar wlth cap "SNA INC LS 29500020"; thence north 01 degree 09 minutes 33 seconds west, a distance of 10.00 feet; thence south 89 degrees 07 minutes 48 seconds west, a distance of 1052.54 feet to the west line of the southwest quarter of Section 3; thence along said quarter-section line, south 00 degrees 52 minutes 12 seconds east, a distance of 10.00 feet to the point of beginning. ("Easement Tract 2") 3. TEMPORARY CONSTRUCTION EASEMENT. Grantor also conveys a temporary construction easement to Grantee for the purpose of construction in the form of a 10-foot wide strip of even width, parallel with and adjoining the north side of the above-described perpetual Easement Tract 2. Grantee shall pay for all the cost of restoring Grantor Property over such areas of Grantor Property that are damaged or disrupted solely due to Grantee's construction. 4. MAINTENANCE. Grantee shall be solely responsible for maintaining and repairing the Easement, except for damages caused by Grantor or Grantor's tenants, guests, invitees, or agents. Grantee shall attempt to provide reasonable notice to Granter prior to commencing any major maintenance or repair work. All work shall be performed in a workmanlike manner. Grantee shall be responsible for restoring Granter Property after any maintenance or repair work. Grantor, the successors and assigns. shall not place any permanent structure or improvements on or over the Easement. Grantor shall not interfere with the easement rights granted by this Agreement. 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ENFORCEMENT. The covenants, restrictions and obligations of this Easement Agreement run with the land and are binding on the parties and their respective successors in interest to the parcels and may be enforced at Jaw or in equity. Any dispute arising out of the terms of this Easement Agreement shall be submitted first to mediation. Any matter unresolved through mediation can be enforced through the courts in the State of Indiana The parties waive any right to trial by jury. For any dispute arising out of this Agreement, properly filed in the courts of the State of Indiana, the prevailing party shall be entitled to recovery of reasonable attorney fees. Executed in Bloomington, Indiana, and effective as of the date executed by all Owners. Grantor: Board of Commissioners of Monroe County November 6 Approved by the Board of Commissioners of Monroe County at its meeting on_ _ _ _ _ _ , 2024. By 12/S/2024 Signature Date Julie Thomas Printed Name Commissioner Title Grantee: Southern Monroe Water Corporation aka Southern Monroe Water Authority Approved by the Southern Monroe Water Corporation aka Southern Monroe Water Authority at its meeting on December 2 2024. By: l.o-mi s .,ifL Signature Larry smith Printed Name Treasurer Tit!e P-'MElACOCLJS l'AACELSJ.11--0J.-IOO.-OOol.­ l lHH. No. lO!JOOUQ6 6 I I 12/3/2024 Date ' POWDER�Y,<i<: P..icEl.n.o0..0-m-lllllJ;OO.OO; INS! l<D.l!IJM1'11 1.LOYD&P...iElAS!l'!ION •>RC£1.5.'l-••��­ O!,&;!!Ecr,Rr;W.•-ll� SIIO.Nlal J«.YIUf;JWOC() PM!ctl 13-1\-1'_1 _ ll<S1Mo,N1IIOO&l1! _E. BERNlcEDR_ r Dl:VOll l l-'JIIIER l,l<Ufm· pacs_ !l-!l'1l�OMIIIIN!IT ,.. mi,i;•mo ·- l .l -1-/17/2025 !:ASU.11:'JH(EmS) _"',_,._.,\Oo_ol"'f_ ... _ ----... -� ... -- ... -·,,,. si.o1noi;,..,_&l<!<Ml,llol�IM::l-1l ROS!:R<IBOOli'lt"E.<09 iiOIJTl<1� =~• Pl(,,,.._ RECOVE.ls!;O '.)1"UUO\IIIIIW'l£ SURVEYOR'S CERTIFICATE I HEREBYCER<IFY TAAl T..S PlATRE-SC.'iTS�l!Llft\'EVOOllE�T "' 004<:<IU<, CU,0,.U1U,"'"""'IO....< '"'' U!ac-.-Lll tl)\'1t t!.:;1 U""' �,CM.£0Ge:>JIDB£lEF.>NOffCCffi'UeSWill<TliE-@!fS c>'m......_,..,.,,,11 WllllE.SITTtu."Arf[!SE.O!.Tl'S...::_Ll)l,.VOf .6-::::.!!:f , , ,. Y:, L NATMNJ V<J..l(liR,PLS STAT!: OI' ,_ 'ti:ll»'.l,2"1({108:1 -a>T & "°""'" EJ-OI' Po.!IO:l/).1\-00Q.-Oflll llfSTHolt:QIOll� SE1, luN 3 ---.--- ---- P'-"Cil ,1.11.Gl--l�\IOCJII.IIQe 1HS1 No ro.mm6' SYMEIOLS LEGEND 0 �= �io:;-;E���y $ �,..;;;=�=..%¥ Q MOl<IJMENl Rl:COVB!EDASNOTEO MM(M) M�DDWEl<SION "Q:.l'J<(l<)�CORDO!MENSll:I< n-c: {SJ-S!ON .s sa ;,;,s SIJRl'EY NOTES 1 (>llHV!OF�MIJST�< ACCOMi''-'IJEC BY THI: I.SS{)(,�ii-11 &P\-1;YOR'$REP-Olll l UTllJT1'"lfom.,1100lWASIIDT­ "SPAl<lOFIHSSll!l'IR � TOPOll!W'>ilCl1 ...0l\!MflONWW> IIOI StlOl'm ll! •••T OF™IiSl.ffiEY El<Cla?J\YhEf<IS/Tr@AIES TOTliE ,_ rr11:!WtU.1J 'SNAINCI.S1'lllll»l0" I BAS!S OF BEARINGS Tile ecAAING SYS!a\ �OR TlllS � lollAS€0\lPOl<TH!:iN!lWlAST,IEJII.M;I;. �TESYSTEM·�� ,. -- SCALE; 1' • 50" ,. I -=�--- rf'I:�"' I ......,.,.... o,'r �2024 � =NJW- Mil.ti:' """9E!' 2lJ23076-00 DJ 11=- 11 SITE BOUNDARY SURVEY INFORMATION REVISIONS FOR INFORMATIONAL PURPOSES ONLY BID SET C W25 Midwestern Engin<'<'rs. lnc. 802 Wes, Broactway Street P.O. Bl>x 295 Loogootec. lndiana47553 DAlE JUNE 2025 DESIGN ROW DRAWN MMC Q,C. CHECK EKP PROJECT NUMBER 2023076-00 3 3 OF 16 I FILE NUMBER I 44986 Do Not Use Plan Previews for Take Off

i � w " w" " i! " � ,. Aggregate No. 2 I I ,, I I � I I I I I I I I I I I \ \ I I I I I I I rt I I I I \\ �f:J' j \ \ \ \ \ \ I I I I \ \ \ \ \ I \ \ I \ '- I \ I \ \ \ I \ 150"-0" (typ.)(D PLAN VIEW 150'--0" (ty . 1 Aggregate No. 2 NOTE: (D Mlesasy tbheanresdoucfte.d as Justified by site conditklns, but sh<ill not be ST al opneef tCou Pt at ov eMma et cnht Public Road Exi�ng Grouod Ternpor.lry Geotexti!e PROFILE VIEW 1 TEMPORARY INGRESS/EGRESS PAD NOT TO SCALE TOP-DRESS FIRST 50 FEET ADJACENT TO PUBLIC ROADWAY WITH 2-3 INCHES OF INOOT No. 53 AGGREGATE 15'-0" FROM EDGE OF PUBLIC ROAD PROVIDE A VEHICLE PROTECTION SOCK OR DIVERSION RIDGE w/3:1 SIDE SLOPES AND A 2'-0" FLAT TOP AREA, 8" MIN. HEIGHT, MAX 18" HEIGHT � I \ I I GENERAL NOTES: I THIS PROJECT HAS BEEN PERMITTED WITH THE MONROE COUNTY STORMWATER PROGRAM IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE MONROE COUNTY STORMWATER PROGRAM WITH REGARDS TO STORMWATER INSPECTIONS AND COMPLIANCE. THE CONTRACTOR SHALL CALL THE MONROE COUNTY STORMWATER PROGRAM, ATTENTION GREG NETTLETON, STORMWATER INSPECTOR, AT 812-327-4820 TO SCHEDULE AN INITIAL INSPECTION. REQUIREMENTS AT THE INITIAL INSPECTION SHALL INCLUDE THE COMPLETE INSTALLATION OF EROSION CONTROL MEASURES, THE INSTALLATION OF THE CONSTRUCTION ENTRANCE, AND THE POSTING OF THE MONROE COUNTY STORMWATER GRADING PERMIT AT THE JOBSITE. A COPY OF THE MONROE COUNTY STORMWATER GRADING PERMIT IS INCLUDED IN THE PROJECT SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO POST PERMITS ON A JOB BOARD LOCATED AT THE NEW BOOSTER STATION SITE. THE FREEZEfTHAW PERIOD IN MONROE COUNTY LASTS FROM FEBRUARY 3RD THROUGH MAY 3RD EACH YEAR. IF CONSTRUCTION ACCESS IS NEEDED THROUGH THE TEMPORARY CONSTRUCTION ENTRANCE DURING THIS PERIOD, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMIT AND BOND THROUGH THE MONROE COUNTY HIGHWAY DEPARTMENT. THE CONTRACTOR SHALL CONTACT THE MONROE COUNTY HIGHWAY DEPARTMENT, ATTENTION BEN AYERS, PROJECT MANAGER, AT 812-349-2559 TO COORDINATE THESE REQUIREMENTS. CONTRACTOR SHALL FURNISH AND INSTALL EVERGREEN TREES FOR THE RESTORATION OF THE PRIVACY BUFFER AS REQUIRED BY THE PROPERTY OWNER. TREES SHALL BE EITHER BARE-ROOT OR POTTED, WITH A MINIMUM HEIGHT OF 12 TO 24 INCHES AT THE TIME OF PLANTING. PLANTINGS SHALL OCCUR ONLY AFTER ALL OTHER RESTORATION ACTIVITIES ARE COMPLETED. EVERGREEN SPECIES SELECTED SHALL BE SUITABLE FOR USE AS A PRIVACY BUFFER IN SOUTHERN INDIANA, INCLUDING BUT NOT LIMITED TO: EASTERN RED CEDAR (JUNIPERUS VIRGINIANA), WHITE PINE (PINUS STROBUS), NORWAY SPRUCE (PICEA ABIES), OR OTHER COMPARABLE SPECIES AS APPROVED BY THE PROPERTY OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE TREES SHALL BE PLANTED NO CLOSER THAN 15 FEET APART, AND IN LOCATIONS SPECIFICALLY DIRECTED BY THE PROPERTY OWNER OR THEIR REPRESENTATIVE. PLANTINGS SHALL BE LOCATED WITHIN THE 10-FOOT WIDTH OF THE TEMPORARY CONSTRUCTION EASEMENT AND SHALL NOT BE PLACED WITHIN THE PERMANENT WATER MAIN EASEMENT. 2 Moert awl ,o os ydnpt hoes tt si c , A A Temporary Geotextile Compacted soil LI SECTION A-A JOINT DETAIL PLAN VIEW SILT FENCE ELEVATION Roadw�y SILT FENCE PLACEMENT RELATIVE TO RIGHT-OF-WAY UNE Roadway SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT OF WAY Fill slope Silt fence --._C---1----..l_r_ Right-of-way line Y'-O"Min. from Toe of Slope Rllslope Silt fena? 6'-6" Typ 1 SILT FENCE DETAIL NOT TO SCALE NOTES: (D Db ei mpel ancsei odn acsadn ovsaer ya sb apsoesds i ob nl e rtiog hetdogre woaf yc oanvsatlrl au cbt1 iI iot yn. l i Sml iitt sf.e n c e s h a l l 2 . eSmH tbfeed, ,mc ee nmt aoyf 8b eI np. l at sc me da ibnyt api nj oewdi.n g i f m i n i m u m O,anf\€1 SHt Fen<:€ ) _;I ' " I � I I f I I I I I I I I GENERAL PLAN NOTES: PLAN KEYNOTE LEGEND: EROSION CONTROL DETAILS AND POLLUTION PREVENTION AS SHOWN ON THIS SHEET ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ENGINEER WITH AN EROSION CONTROL PLAN AND TO IMPLEMENT AND INSTALL SAID EROSION CONTROL AND POLLUTION PREVENTION MEASURES IN ACCORDANCE WITH THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT OFFICE OF WATER QUALITY, USING THE CURRENT EDITION OF THE INDIANA STORM WATER QUALITY MANUAL 0 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD SEE DETAIL 1 THIS SHEET 0 SILT FENCE, SEE DETAIL 2 THIS SHEET 0 CONCRETE WASHOUT. SEE DETAIL 3 THIS SHEET 0 STRAW BALE SEDIMENT CONTROL, SEE DETAIL 4 THIS SHEET ® VEHICLE PROTECTION SOCK OR DIVERSION RIDGE (NO DETAIL) Concrete Washout (Above Grade System) Work.sheet I ' sFl l , nel 0icn1 uag�l tpo il hot ose oop sro tlsyr Iaea wlphl bye alsel n&ws� sWt ronowd boar l emse(�2� ps, ;r �r kser ,sa t• Ao' tgi . a! !l<e: !)J t ' t ! I l l e •• • • •• •• ><>< XXl< l<l<X X� . ' • •• ' ' ' ' • • • WL ":l nl rsi sr dl deel ewri. gd lt hh ' • • • ,. ' ' ' ' ' •• • Plan V- ,ew Not toScole Polyethylene • +' Sop rtrr opavr, ivoddbe u�,I c"t tr su( acmht auc rym� Ib� e,t oi luln(s'teomdi nat mto e er i na tl ,. Awlitl el rr en aq ut i vi ree md ea1l1egrni aml soo dr ipf ircoad1 iuocnt., TP( 1ho( llfymel i tni hl il ni yngl e, �snlhe< - ' o1 l, >ui n) ;l idn g es txrtaewr > db aolV<E' Sr. t h e Mcial p� orsteples lining ilO Mellll pins nr Wood or metal stekes to to secure the millimeI,..,i): staplils to secure Ille $Iraw l;>�les potyathylane lltiing The lininsi secure !he (2 oer straw bale) LATAONI DWG LABERA DFL IESR SP TR ES VT AI OKUES L Y \ '- / LEGEND: a a a SILT FENCE □ CONCRETE WASHOUT El VEHICLE PROTECTION SOCK STAKED STRAW BALE PORTABLE TOILET TREE PLANTING BOUND BALES PLACED ON CONTOUR 22x/S2TSETEALKPEISC K E T S, O R 6" MIN INTO GROUND. to tt,e slr"w t,ale,; \ st-.ould �xt�n(I polyetnylena / /boavelerst./le straw lir,,ng to tr.a \ straw bf>les i. su�,vbal,:, ANCHORING DETAIL 0 � [Jl,emativc '0 \ ;r· / mnrerialsor - -� Compacied sol i _ _ product, may " marnnal L be u,ed to - - ,,,, " - - prov,de • '' ·t ••• ' ,." """ ,•••, c S! o l' m IIC a lu in , mal en\) CONCRETE WASHOUT DETAIL NOT TO SCALE FLOW 4" VERTICAL FACE BEDDING DETAIL 0STRAW BALE BANK SEDIMENT CONTROL NOT TO SCALE EROSION CONTROL PLAN REVISIONS BID SET 0 8J \0! i?d2 w0\ V2c5esst et mB r oE�ndgwi naeve nSs .l r Icnt 'cl . r.0. LoogoBoot�e,2:,.9!5ndi«n� 47553 DATE JUNE 2025 DESIGN RDW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 4 4 OF 16 I FILE NUMBER I 44985 Do Not Use Plan Previews for Take Off

POURED CONCRETE THRUST BLOCK P-, lul I:" I I "' I lwl J. 3J . • :- 9' 1 6"x6" STAINLESS STEEL 101 I-< I I "' I TAPPING TEE I ::i I '..d 6" TAPPING GATE VALVE BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION 6" ANCHOR COUPLING 8"x6" 0.1. REDUCER 8"x8"x8" D.I. TEE, CAPPED FOR FUTURE USE COUPLING 6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) 3-WAY FIRE HYDRANT ----i;1 ASSEMBL Y WITH 6'' GATE VALVE 8" PVC, SDR-21, CLASS 200, ASTM D-2241 WATER MAIN SERIES 1100 MEGA LUG RESTRAINT POINT OF CONNECTION DETAIL No. 1 DO NOT SCALE I NOTE. NEW MAINS THIS PLAN TO BE 8" PVC, SDR-21, CLASS 200, ASTM D2241 WATER MAIN WITH TRACER WIRE UNLESS OTHERWISE NOTED. NEW MAINS TO BE INSTALLED A MINIMUM OF 48" BELOW EXISTING GRADE NOTE NEW MAINS THIS PLAN TO BE 8" PVC, SDR-21, CLASS 200, ASTM D2241 WATER MAIN WITH TRACER WIRE UNLESS OTHERWISE NOTED NEW MAINS TO BE INSTALLED A MINIMUM OF 48" BELOW EXISTING GRADE. I I I I ( I I 0 0+ a, I I I ( I \ I I J.._ \ I I I \ --r--•� I \ I \ \ \ STA. 9+75 TO STA. 11+50 - CONTRACTOR SHALL CLEAR ENTIRE WIDTH OF PERMANENT EASEMENT. REMOVE ALL BRUSH/DEBRIS ACCUMULATED FROM THE CLEARING. THE USE OF A CHIPPER WILL BE ALLOWED IF PERMITTED BY THE OWNER AND PROPERTY OWNER. SEEDING WILL BE REQUIRED JN WOODED AREAS. / - \ -LO -- - '�- '@, \_ \ ' \ SCAlE 1" • 50' 0 .,. ,. PLAN No. 1 • PLAN No. 2 PLAN SHEET • REVISIONS BID SET C 2025 l•,1idwest�m Engineers. Inc. 802 We.,1 J;roa,dway S1rec1 P.O. Box "295 Loog.ootce. lndi"na 47553 DAT!: JUNE 2025 DESIGN RDW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 5 5 OF 16 I Fll.£ NUMBER I 44984 Do Not Use Plan Previews for Take Off

0 ww z z 0 0 � �' w > 0 w w 0 Q :, z z � i �::i� < ·� • �o i::i ,,..,"' t <r""jg� -...... C! ie ;; ...'.1/�� u ,o � � "iii z < � o. < §w .. 0 CL� .i <:, :t >0 8\/ �-00 \I� .� �i�. 76 ' CB AOCMKPFAI LCLT TE OD BT OE M9 5E%C HMAI NN. I C A L L Y w FAIRFAX RD. 76 ()-- MODIFIED PROCTOR w CL ,_ EXISTING GRADE x ci , PROPOSED GRADE w w EXISTING PAVEMENT 75 , - ' ' '/, ,_ -- --- 75 74 '/ ,,,, � EL. 742.02 CASING INV. CASING INV. EL. 743.12 EL. 743.30 74 , BORE PIT 40'L x 15'W x 12'0 EL. 742.23 EL. 742.00 73 ' ICNASSTI ANLGL B4 Y0 ' AL U. FG. EORF 1B8O" Rx 0I N. 3G1 2O" RW PE ILPDEE JDA SCTKEI NEGL 73 WP II PT EH . 8C" ARSEI NS GT RSAPI NA ECDE RJ SO I ON NT D8 ' . IC. EC NA TR ERRI ESR, CASING END SEALS AND TRACER WIRE. - 1 • 5 1• 0 0+90 0+80 o+'7o 72 0+60 0+50 0+40 0+30 0+20 0+10 PROFILE OF EFFLUENT DISCHARGE HORIZONTAL & VERTICAL SCALE: 1 n = 1 D' PROPOSED BOOSTER STATION No 3 - "POINTE BO 765 760 a. 0 w 755 750 �EX. 6" A.C. WATER MAIN 745 ' ' EL. 742.00 740 ' ' RECEIVE PIT S'L x 5'W x 7'0 735 730 725 0+00 -0+10 -0+20 ' ' ' ,,. , ., ' 76 76 75 - 75 74 74 - 73 73 72 1• S T S H H EE E A L S B L O H S E O H E S I T P T S E C R 9O T S M H T P R A L T U E I T O 1 E 1 N D F T O S H T R R A U DT E I O O T F N A F I S T LS O IT E T O H M W E A N S N E I U T R F E S A H CC A O T L U N L R T P E R RR A O C A V T N I O DD R E --� -- -- �--- -"- --- -- 000-008'\. SHALL BE REQUIRED TO INSTALL BOOSTER STATION IN ......_ A R N N T RER R N Tl NS 757 ', 758 756 ' ' ' ' ' ' '- e.--- :i_ CL--- CL- c:l-Cl.�-- Cl..� CL- CL,a--•_CL-CL----=-ca,===' NE::31131971389431..6358 ' ' ' NA ES WT M8D" P2 2V4C1, WS DART -E2R1 , MCALIANS. S 2 0 0 , MNS E E A E WN D S 1 A H 2 T E '" O P E R T V YC 5 . A F S L O O T R R E - R D 2 N E 1. T A C A T L I E L A S " S B . S " BID: 2W0 I0T, HA ST RT MA C0E2R2 4W1 I RWEA BT EY ROMP EA NI N NE ::31131971477325..8289 -750----- 36.9' MCBA O E C C M K H P F A A I N L C L I T C T E A O D L L B T Y O E I I I I / / (GRMli) \N:1391841.38 EN::31131971483418..8308 E:3117446.65 \ - ow '- '- ' ' ' .. \ V' \ I\ \ \ • �'-''----.,___.."-"--'---------------1-....!ll..oll,,,,.;S...-•l� - 5 EXISTING GRADE , II ' PS RD RO P2O6 SDERDA 4I N" PP VI PCE . . . . @ 1.33% SLOPE 1+'oo ~- / EL. 741.97 BORE PIT 40'L x 15'W x 12'D , ,, 0• 90 0+'80 ' ''{ I ' ' I \ - ' ----� I ' ' ' "l \ \ EX. TANK Afcess DRtvE. (S-t!ONE) " "'- I -�S ,;, I FlEijTWOOO, 5\'ANE 53- & 11�EV �6 34001, 007,0 � -006 (ASPHALT} I '---� , , , 0• 0 ' , ' " BACKFILL TO BE MECHANICALLY FAIRFAX RD. COMPACTED TO 95% MIN. w MODIFIED PROCTOR t- a. 0 EXISTING PAVEMENT PROPOSED GRADE: _x _w w , .,,;:,,, '/ ,, '//0 --- ,, '///// -� � � CASING INV. CASING INV. EL. 742.67 EL. 743.20 EL. 741.78 EL. 742.00 ICNASSTI ANLGL B4Y0 ' AL U. FG. EORF B1 8O" Rx 0I N. 3G1 2O" RW PE ILPDEE JDA SCTKEI NEGL WP II PT EH . 8C' " ARSEI NS TGRSAPI NA ECDE RJ OS I ON NT 08 ' . 1C. EC NA TRERRI ESR, CASING ENO SEALS ANO TRACER WIRE. ' 0+60 0+50 0+40 0+'30 0+20 0+10 PROFILE OF INFLUENT SUCTION HORIZONTAL & VERTICAL SCALE: 1 n = 1 O' 6A"STRHEKQ. SUTI ROENDE B A S E CU ON DNENRE CPTOI OI NNT (OT YF P . ) �� � 6" MJ ADAPTER ---EA ' 1--- - - D8"I S0C.1H. CA RL AGSESM3A5I0NEWF Fl TLHU E N T EWP NO IR C L E Y A E S W T El H M T Y H E L N BE T E N L A E L N RD ETSRTARCAEI NR T HARNESSES ON ALL JOINTS LSUEGRIRESES1T1R00AIMNETGA ,6:::-- c 8"x6" 0.1 REDUCER 6" TAPPING GATE VALVE 6"AILNVSEERTION 765 CL 760 ci 755 EX. 6" A.G. WATER MAIN fl 745 EL. 742.00 740 ' RECEIVE PIT 5'L x 5'W x 8'D == 0+00 -0+10 6A'S' TRHEKQ. SUTI ROENDE B A S E \ \ UNDER POINT OF ' CONNECTION (TYP.) 735 730 725 -0+20 1-- - - 8" D.l. CLASS 350 INFLUENT PS OU CL YT EI OTNH YMLAEI NN EW I T H EWNI RC EA SWEI MT HE NB TE LALN RD ETSRTARCAEI NR T HARNESSES ON ALL JOINTS SLUEGRIREESS1T1R00AIMNETGA E EX�"AC�- ----0- . �-- - ------ii Q, __________ _ . 'tl1 1t;, �·. -� - ' • • • ~_ J PT OH RU UR SE TD BCLOONCCKR E T E . ' 6S"TxE6 E" LS TTAAIPNPL IENSGS T E E ' ' . '' ' - ' •-, PT HO RU UR SE TD BCLOONCCKR E T E J ' ' 6S"TxE6 E" LS TTAAIPNPL IENSGS T E E POINT OF CONNECTION DETAIL No. 2 POINT OF CONNECTION DETAIL No. 3 DO NOT SCALE CONTROL POINT SCHEDULE ITEM NORTHING EASTING ELEVATION DESCRIPTION CP-1 1391763.11 3116821.57 769.20 ¾" REBAR CP-2 1391866.14 3117433.14 755.79 ½"REBAR CP-3 1391879.12 3117674.35 752.62 MAG NAIL FL. CP-4 1392173.40 3117430.31 777.64 NAIL CP-5 1392296.15 3117249.11 770_70 NAIL STRUCTURE LOCATION SCHEDULE ITEM NORTHING SL-1 1391797.38 SL-2 1391769.88 , , EASTING 3117402.88 3117414.38 DESCRIPTION NW CORNER OF BUILDING SE CORNER OF BUILDING J � I I P' \ I I } F IP N E E S N R T C I A M E L E L A T R AE OR C U H O N A F D I N T T H L H E IN E K DO NOT SCALE PLAN KEYNOTE LEGEND: OJ [sJ [sJ [iJ 0 111 � I4N" SLTI FATL LO SV TE OR NUES A2C5 C0 EWSOS VDERNI VGEE. O( 8T" EOXFT II LNEO OP OT LNYoP. R5 O3 PS YT LOENNEE RFOALBLREI DC EOARC H EQUAL WITHIN THE ENTIRE FENCED AREA. IENNSCTAASL EL M1 2E"NDT. I A. NC DL ATSRSA3C5E0RS WU CI RTEI OWN I/ TDHI SBCEHLALRRGEES MT RA AI NI NWT I THHA RPNOELSYSEET SH YOLNE NA LEL JOINTS. IENNSCT AA SL EL M8 "E 0N .T1 . ACNL AD STSR 3A5C0E SRUWC ITRI OE NW/ DI TI SH CBHEALRL GREE SMTARI NA IWN TI T HH APRONLEYSESTEHSY LOENN AE L L JOINTS. IFNOSRTAHLELAD6W0 LA.LFL. ODFET4A" IPLV. C SDR-26 DRAIN PIPE@ 1.33% SLOPE. SEE SHEET 14 INSTALL 12"x12"x6" 0.1. REDUCING TEE AND 3-WAY FIRE HYDRANT ASSEMBLY . INSTALL CONCRETE STOOP FOR MAN DOOR. SEE DETAIL ON SHEET 11. MAINTAIN SWALE IN EXISTING STONE ACCESS DRIVE. INSTALL 8" D.I. 11.25° FITTING. IPNI PS ET AJLALC4K0I NLG. F .WOI TFH1 68"" xR 0E.S3 T7 5R"AWI NEELDD EJ ODI NS TT EDE. IL CCAARS RI NI EGRB PY I PAEU GC EA RS I NB OGR I N G O R SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. ISNISTETAWLLHEARCEHIANIDNICLIANTKEFDENCE AROUND THE PERIMETER OF THE PROPOSED INSTALL 12"' 0.1. 90° FITTING. � INSTALL 8"x8'"x8" D.l. TEE. INSTALL 8" GATE VALVE. INSTALL 12"x8" D.L REDUCER. INSTALL 12" GATE VALVE. INSTALL 12"x12"x12" D.I. TEE, CAPPED FOR FUTURE USE DCROEMSPSLEETXIIOSNTINOGF CSOTONNSETRAUCCCTEIOSSN.DRIVE WITH 3" INDOT No. 53 STONE UPON INSTALL 18' DOUBLE SWING GATE. INSTALL 3' MAN GATE. INSTALL PIPE BOLLARD (TYP.) SEE DETAIL, SHEET 14. N:1392145.68 I ' '\ �,�E�3�1�17�4���--43�.�������-.,..\---wwww...J--wwJ / a I ,--���� � @I §I llil § [33] � § PROPOSED PAD MOUNTED TRANSFORMER. SEE SHEET 16 FOR DETAILS. PROPOSED PAO MOUNTED GENERATOR. SEE SHEET 16 FOR DETAILS. INSTALL 6" GATE VALVE. " ---;r-� EXISTING STANDPIPE No. 1 SITE PLAN - BASE BID � INSTALL 8"x6" D.I. REDUCER. INSTALL 6" INSERTION VALVE. II NN SGTRAELSLSA/ ENGDRME AS ISN PT AA IDN DCEOTNASI LT, RSUHCETEI OT N4 . ERNETMROAVNEC ET .E SMEPEO TREAMR PY OPRAADRAYS CROEQNUSITRREUDCATNIODND. RESS WITH 3" INDOT No. 53 STONE UPON COMPLETION OF BOOSTER STATION SITE PLAN - BASE BID I REVlSIONS ga � ·a o-5 �.:: g; � c, < BID SET C 2025 Midw<'-Slem Engineers. Inc. 802 Wes1 Broadw:ty S1rcct P.O. Box 295 LoogoolC<:. lndi�nn 47553 DATE JUNE 2025 DESIGN ROW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 6 6 Of 1 6 FILE NUMBER 44983 I Do Not Use Plan Previews for Take Off

m m z z � m z w w � w � 0 • z � � �fi:� � �" -0 --.. � m Q ��8 • ...... �� � ._j" 0 • , "' � u 7.j *� �ow - �£� <• g� �-, 00 u 1i . - CN 55 0 • <• 76 76 so-- 75 7 5 ·- 74 74 73 ·- 7 3· 7 2 BC AOCMKPFAI LCLT TE OD BT OE M9 5E%C 1• 5 ' ' BC AOCMKPFAI LCLT ET OD BT OE M9 5E%C HMAI NN.I C A L L Y w FAIRFAX RD. MODIFIED PROCTOR w " • EXISTlNG GRADE x ci 0 PROPOSED GRADE w w EXISTING PAVEMENT w ' ' ' - -, ' //, /, ,' ,,. � EX 6"ACWATERMAIN ,, � - //, EL 742.02 CASING INV. CASING INV. EL. 743.12 EL. 743.30 BORE PIT 40'l x 15'W x 12'0 - '-EL. 742.23 EL. 742.00 INSTALL 40' L.F. OF 18"x0.312"WELDED STEEL CA W SI I N TH G BY AUGER BORING OR PIPE JACKING 8"RESTRAINED JOINT D.I. CARRIER PIPE. CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. ' 1+bo O• 0 O• 0 O• 0 0+60 0+50 0+40 0+30 0+'20 0+10 PROFILE OF EFFLUENT DISCHARGE HORIZONTAL & VERTICAL SCALE: 1 n = 1 O' PSREEOPSOHSEEEDTSBO9 OTHSRTEUR1STATION No. 3 - "POINTE BOOSTER STATION" 1 FOR DETAILS. OWNER SHALL PROVIDE ---- ,-- -- -- ------=------- ' EL. 742.00 -, ' , RECEIVE PIT S'L x S'W x 7'D 0+00 -0+10 -0+20 TS HH EA LBLOSOHSI PT ECRO SMTPALTEI TOENDTSHTRAUT IOOFNF ST OI T ET HMEA SN IUT FEA. CC TOUNRT ERRA CA TNODR SA HC AC LOLRBDEA RN EC QE UWI Rl TEHD MT AONI UN FS AT CA TL LU RB EO RO SRTEECRO SMTMAETNI ODNA TI NI O N S -- - - ---=�-----@]----��JbJ--=-=�� 758 ' 757 ' 756 ' �--- 757 -... ,._ "-" " "-CL-ct 21' 0-1\ 765 760 755 750 745 740 730 725 ' I "'e, .... NEW 8"PVC, SDR-21, CLASS 200, ASTM D2241 WATER MAIN. ,._-,,_,,, SEE SHEET 5 FOR DETAILS. I ', }------�;.__'.J_______ -{m---�1�8�' ---�--_:�iii�=i=====:mci===;:;2::r---""��----,.-�r'._ ___ i----�i -....!lf,-,,'-,,L.,"--,f-----136.9' 33' 22' '- ' \ ·, "l -- NMEAWN D1A2T"OPRV YC , ASLDTRE-R2N1 ,ACTLEA"SBS" B I D ; CW 20 U I 0 T T , H A P T S L R A T AM C C E D E M 2 R E 2 N 4 W 1 T I . R W EATBEYROMPEANIN FAIRFAX RD. -752-_ (ASPH) --------- ------- -750-- I ( 1 I I / / \ ' i DP C R U O O R NI T T N E R G C A T CC O T E O N X R . S U T T T R O I U L ICTTYIOPNOLE HA NO OL DS AH SA LNLETCEEMSPSOA RR AY R. I L Y (GRASS) --- � ;;...-1;._......a;.:.::.,._...,_..._.;_:.;.:._...,:__________�1-...!llo--.-"1--J._ _ '-... \ . . . . _ ......_--.. EX . TANK ACCES� DRIVE .... (S�ONE) ., t I F L E5i,j/TAWNOEO D , 53-�1foo I , 007.0 t 006 (ASPHALT) I ---·'--.. :? LSUEGRIRESES1T1R00AIMNETGA -------­ 1T2U"R0N.1E. D45U° PFITTING----' 12"ANCHOR COUPLING----1 8"ANCHOR COUPLING 8" D.l. 11 25 Q 8"ANCHOR j COUPLING 8"GATE VALVE 8"x8"x8"0.1. TEE NEWS"PVC, SDR-21, C0 L2 A2 4S1S W2 0A0T, EARS TMMA I N - 1E2F"FDL.UI . ECNLTA DS SI S 3C5H0A R G E EM N A C IN A SW E I T M H E N P O T L A Y N E O T H Y L E N E RT RE SA TCRE ARI NWTI RHEA RWNI TEHS SB EE SL L ON ALL JOINTS PCROONPCORSEETDE THRUST BLOCK SERIES 1100 MEGA LUG RESTRAINT <----8D"I SDC. 1H. CA RL AGSESM3A5 I0NEWF FI TLHU E N T E PW N O IR C L E Y A E S W T EI H M T Y H E L N BE T E N L A E L N RD ETSRTARCAEI NR T HARNESSES ON ALL JOINTS BASE/ MANDATORY ALTERNATE 'A' BID: DISCHARGE CONNECTION DETAIL 12"D.I. CLASS 350 EFFLUENT ---I DP OI SLCYHEATRHGY EL EMNAEI N W I T H EWNI RC EA SWEI MT HE NB TE LALN RD ETSRTARCAEI NRT HARNESSES ON ALL JOINTS LSUEGRIRESES1T1R00AIMNETGA 12" D.l. 1 1.25� / 1 F1 2 2 IT " '" T G x IN A G TE VALVE 1 2"x12"O.L TEE NCEL AWS1S22"0P0V, CA,SSTDMR - 2 1 , 02241 WATER MAIN SERIES 1100 1M2E"G0A.1.L4U5G RESTRAINT ° FITTING 1T2U"RANNECDH UOPR C O U P L I N G .· .· PCROONPCORSEETDE THRUST BLOCK 12"ANCHOR COUPLING ,___ 12'"x8"0.1. REDUCER ill'---SERIES 1100 MEGA LUG RESTRAINT ,_ _ _ 8 D"I SDC. IH. CA LRAGSESM3A5 0I NEWF FI TLHU E N T E PW N O IR C LY E A E S WT EI H M T Y H E L N BE T E N L A E L N RD ETSRTARCAEI NR T HARNESSES ON ALL JOINTS MANDATORY ALTERNATE 'B' BID: DISCHARGE CONNECTION DETAIL DO NOT SCALE DO NOT SCALE ITEM CP-1 CP-2 CP-3 CP-4 CP-5 ITEM SL-1 SL-2 6A"STRHEKQ. SUTI ROENDE B A S E UCNODNENRE CPTOI OI NNT (OTFY P . ) S6 "TxE6E"Lx 6 "T SA TPAPIINNLGETSESE R'l---- 8D"I S0C.1HCA RL AGSESM3A5 0! NEWF FI TLHU E N T PE ON CL YAESTEHMYELNETNAEND T R A C E R WIRE WITH BELL RESTRAINT •·. HARNESSES ON ALL JOINTS "3',,i--- SERIES 1100 MEGA . . , . . LUG RESTRAINT 8"x6"0.1 REDUCER VALVE PT HO RU UR SE TD BCLOONCCKR E T E POINT OF CONNECTION DETAIL No. 2A DO NOT SCALE CONTROL POINT SCHEDULE NORTHING EASTING ELEVATION DESCRIPTION 1391763.11 3116821.57 769 20 ¾"REBAR 1391866.14 31 17433.14 755.79 ½"REBAR 1391879.12 3117674 35 752.62 MAG NAIL FL. 1392173.40 311 7430.31 777.64 NAIL 1392296.1 5 3117249.11 770.70 NAIL STRUCTURE LOCATION SCHEDULE NORTHING EASTING DESCRIPTION 1391797.38 3117402.88 NW CORNER OF BUILDING 1391769.88 3117414 38 SE CORNER OF BUILDING PLAN KEYNOTE LEGEND: INSTALL BLACKTOP ACCESS DRIVE. (1.5"No. 11 BITUMINOUS SURFACE. 2.5" No. 9 BITUMINOUS BASE, 8"BASE OF COMPACTED No. 53 STONE.) IENNSCTAASL EL M1 2E"N0T. 1 A. NC DL ATSRSA3C5E0RSWU CI RTEI OWN I/ TDHI S BCEHLALRRGEES MT RA AI NI NWT I HT HA RPNOELSYSEET SH YOLNE NA LEL JOINTS . [I) INSTALL 8"0.1. CLASS 350 SUCTION/DISCHARGE MAIN W!TH POLYETHYLENE E JON I C N A T S S E . MENT AND TRACER WIRE WITH BELL RESTRAINT HARNESSES ON ALL GJ IFNOSRTAHLELAD60WLA.LFL. ODFET4A"IPLV. C SDR-26 DRAIN PIPE@ 1 33% SLOPE. SEE SHEET 14 [}] INSTALL 12"x12"x6"0.1 REDUC!NG TEE AND 3-WAY FIRE HYDRANT ASSEMBLY . [Ij INSTALL CONCRETE STOOP FOR MAN DOOR. SEE DETAIL ON SHEET 11. [Ij MAINTAIN SWALE IN EXISTING STONE ACCESS DRIVE. [!) INSTALL 8"D I. 11.25 ° FITTING. [DJ @I @I � @I � @I � @I 8oJ 0 § [TI] [El § § Im IPNIPSETAJLALC4K0INLG.F.WOITFH16" x 0.375"WELDED STEEL CASING BY AUGER BORING OR 8"RESTRAINED JO!NT D.I. CARRIER PIPE CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. ISNITSETAWLLHEARCEHIANIDNICLIANTKEFDE. NCE AROUND THE PERIMETER OF THE PROPOSED INSTALL 12"0.1. 90° FITTING. INSTALL 8"x8"x8"0.1 TEE. INSTALL 8"GATE VALVE. INSTALL 12"x8"0.1. REDUCER. INSTALL 12"GATE VALVE_ INSTALL 12"x12"x1 2"0.1. TEE, CAPPED FOR FUTURE USE. DCROEMSPSLEETXIIOSNTINOGF CSOTONNSTERAUCCCTEIOSSN.DRIVE WITH 3"INOOT No. 53 STONE UPON INSTALL 18' DOUBLE SWING GATE. INSTALL 3' MAN GATE. INSTALL PIPE BOLLARD (TYP.) SEE DETAIL, SHEET 14. PROPOSED PAD MOUNTED TRANSFORMER. SEE SHEET 16 FOR DETAILS. PROPOSED PAD MOUNTED GENERATOR. SEE SHEET 16 FOR DETAILS. INSTALL 12"x12"x12"0.1. TEE. INSTALL 6"GATE VALVE. INSTALL 8"x6"0.1. REDUCER. INSTALL 6"INSERTION VALVE. II NN SGTRAELSLSA/ ENGDRME AS ISN PT AA ION DCEOTNASI LT, RSUHCETEI TO N4 . ERNETMROAVNEC ET .E SMEPEO TREAMR PY OPRAADRAYS RCEOQNUSITRREUDCATNIOOND. RESS WITH 3"INDOT No. 53 STONE UPON COMPLETION OF BOOSTER STATION SITE PLAN - MANDATORY ALTERNATE BIDS I • - REVISIONS -" - ,; 5 Jj .... c gi -ia ..:= f, ti!:, °' � ,; BID SET C 2025 Midw�sl�m Engineers. Inc. 802 \Vest Broadway St1>_,cl P.O. Bo� 295 Loogool�"C. lnditln:1 47553 DATE JUNE 2025 DESIGN ROW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 7 7 OF 1 6 FlLE NUMBER 44982 I Do Not Use Plan Previews for Take Off

LSUEGRIRESES1T1R00AIMNETGA 12" GA;TE VALVE ----:'"-cl 1C2O"UAPNLCINHGOR - - ----,1'·:;:cc1 PTC OHO RUN URC SER TDE -TB EL O-C K- . . .· 1C2O"UAPNLCINHGOR-----s=s""1 12" 0.1. 45° FITTING _ _ _ _, 8 DT P U " O I S 0 R L C . Y N 1 H . E E C A T D R L H A DG Y S O E L S E W M N 3 N A 5 E 0 INEWFFITLHUENT EHWNAI RCR EAN SEWESI MST HEE SNB TOE LNA LNARDL ELTSRJ TOAR!CNAEITNRST 1PS 2OU" LCDYT. lEI . OTCNHL YAMLSAESI NN 3EW5 0 I TI NH F L U E N T EHWNAI RCR EAN SEWESI MTS HEE SNB TOE LANLNARDL ELTSJRTOARI CNA EI TNRST 8S "Ex R8 I" xE8S" 101. 10. 0T ME EE G A LUG RESTRAINT �r , 1 � � � �'-r--6'" THK. STONE BASE AS REQUIRED UNDER POINT _2 OF CONNECTION {TYP.) PT OH RU UR SE TD BCLOONCCKR E T E 1C2O" UA PN LCI NH GO R LUG RESTRAINT 1S2E" Rx 1I E2S" x 61 1" 0D0. l .MTEEGEA L6U" PGVRCEPSITPREA I N T LSUEGRIRESES1T1R00AIMNETGA . . PIPING CONNECTION DETAIL 'A' DO NOT SCALE ,�=-r-1--f-1 -- 751-- 757 756 ' -- 757 ct-a�, ct. 757 0 0 0 0 0 0 ....- SEE PIPING CONNECTION _ - - DETAIL 'A', THIS SHEET (GRASS) I I . . ... '---- 12" D.I. CLASS 350 INFLUENT E HS W P NO U A IR C R C L E Y A N T EI S EW O T E S N I HMT S YH M E E L S N A B E I T E ONN L A N E WL N A I RD T L E H LTSRJTOARICNAEITNRST 6" THK. STONE BASE AS /_ REQUIRED UNDER POINT OF CONNECTION (TYP.) ..ffi SERIES 1100 MEGA " LUG RESTRAINT . . . . . 1122"" xA1N2 C" x H1 2O" R0 .C1 .OTUEPEL I N G 1S2E" RPI VE CS 1P1I P0 0E M E G A LUG RESTRAINT PT OH RU UR SE TD BC LOONCCKR E T E RFB REE LOQLM ' OR PFE OOS I RTN RTT AWOI NOF T CJ HOO AI NNRNTNESECSOT SUI OET NS 12" ANCHOR COUPLING ID.-- 3-WAY FIRE HYDRANT 6A"SGSAETMEB LVYA LWVIET H ---__, I COUPLING 12" GATE VALVE r--c::i I! ' lie - --BELL RESTRAINT HARNESSES � � REQ'D FOR TWO JOINTS OUT I (.) I FROM POINT OF CONNECTION I "' i I \, I I /;'i I 6R "ETQHUKI .RSETDOUNNEDBEARSPE OAI SN T OF CONNECTION (TYP.) SLUEGRIREESS1T1R00AIMNETGA 12" PVC PIPE l ,..L-t==t---�-� FRB REE OLQLM ' DR PFE OOS I RTN RTT AWOI NFOT CJ HOOAI NNRNTNESECSOTSUI OET SN J �,a· . .• <--POURED .. CTHORNUCSRTETBELOCK 12"x12"x12" 0.1. TEE � '\ SERIES 1100 MEGA -� � LUG RESTRAINT N I � DI. SLEEVE I - I � I I � , . . _ _ __ BELL RESTRAINT HARNESSES � ➔ REQ'O FOR TWO JOINTS OUT c,._) FROM POINT OF CONNECTION POINT OF CONNECTION DETAIL No. 3A DO NOT SCALE 7,; -= I REVISIONS BID SET C 2025 Midwes1cm Engineens. lrn:. 802 West Br0<1dwav S1rcc1 P.O. lfox 295 - Loogootee·. lndi�nu 47553 DATI: JUNE 2025 DESIGN RDW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 8 8 OF 16 FILE NUMBER 44981 I Do Not Use Plan Previews for Take Off

LEGEND 1) 12" MAlN SUCTION 2) 2" AUTOMATIC AIR RELEASE VALVE 3) 2" BAU_ VALVE 4) HOSE BIBB 5) 4" GATE VALVE 6) 4" RESTRAINED FLANGED ADAPTER 7) 4" MAG METER B) B"x4" CONCENTRIC REDUCER 9) 2 1/2" METER TEST PORT 10) 8" SUCTION HEADER 11) 2" INSPECTION PORT 12) 6" BUTTERFLY VALVE • 13) 6" ELASTOMER PIPE CONNECTOR 14) 6"x5" ECCENTRIC REDUCER • s' 15) 20 HP PUMP 16) 6"x3" CONCENTRIC REDUCER - � 17) 6" RESTRAINED FLANGED ADAPTER 18) 6" CHECK VALVE 19) 6" ELASTOMER PIPE CONNECTOR (FUTURE) 20) 6"x5" ECCENTRIC REDUCER (FUTURE) 21) 20 HP PUMP (FUTURE) 22) 6"x3" CONCENTRIC REDUCER (FUTURE) 23) 6" RESTRAINED FLANGED ADAPTER (FUTURE) 24) 6" CHECK VALVE (FUTURE) 25) 8" DISCHARGE HEADER 26) 3" BUTTERFLY VALVE 27) 3" CONTROL VALVE 28) 8" BUTTERFLY VALVE 29) 8" COUPUNG 30) 8" CHECK VALVE 31) 12" MAIN DISCHARGE 32) 4" FLOOR DRAIN 33) 1 TON HVAC UNIT 34) 1 TON CRANE RAIL " ® @ Cl] @ � " ' � CJ� � [I] ® @ @ ® � @ @ = ISOMETRIC VIEW @ 11 @ © @ @ 11 11 [2] 11 N - i@ ' i CJ@ � � @ [2] @ I I i @ i @ BUILDING PLAN VIEW [I] ELECTRICAL POWER, SERVICE AND CONTROL PANELS SHALL BE WALL MOUNTED ON SUPPORT CHANNEL AND TO MEET NEC 110-26 REQUIREMENTS EACH PANEL SHALL HAVE A COMPLETELY UNOBSTRUCTED 42" ACCESS AREA IN FRONT OF THE PANEL; SUCH AREA TO EXTEND FLOOR TO CEILJNG. [l] PIPING MUST BE ARRANGED THAT A MINIMUM 27" WIDE UNOBSTRUCTED WALKUP SERVICE SPACE ON THREE SIDES OF EACH PUMP IS PROVIDED WITHOUT CLIMBING OR STEPPING OVER ANY DEVICE OR PIPING. [3J OPENING LOCATIONS ARE lYPICAL. CONTRACTOR IS TO CONFIRM ACTUAL SIZE AND LOCATION WITH BOOSTER STATION MANUFACTURER. NOTE: THIS DRAWING IS FOR INCLUSION IN BID DOCUMENTS @ COPYRIGHT EFI-Solut!ona-2025 TYPICAL PIPE SUPPORT BUllDINC W/,1..L Nl nOdTaEl,l l nnguc ovnofmn x f o r UNOER SUTlON TYPICAL GROUT DETAIL oESiGNED or, JH W[CI-WOC.',l om:m, EILCTIOCAL t------,OY P.M./C.E., CHECl(![l llY! Dl"1flN llY! MF SCAL.E;N.T.5. P.O. BOX nJ • CflflRAIJI,, l.l.N)tS 0�1 • 61��\J:il BOOSTER PUMP STATION SOUTHERN MONROE WATER .KIii R£J" NO. 5500 -. NO. P-5500-B-001. DESIGN CRITERIA CONTROLS TELEMETRY PANEL (NOT BY STATION MFR.) POWER SERVICE: 480 VOLTS, 3 PHASE, 60 CYCLE PUMP DATA TYPE PUMP: CAPACITY: SIZE: MOTOR: NOTE: HORIZ., CLOSE CPLG., END SUCTION 1 & 2 (3 FUTURE) 400 G.P.M. AT 102 FEET T.D.H. 4" X 5" X 7" 40 H.P., 3600 R.P.M. PROPOSED BOOSTER STATION No. 3 - "POINTE BOOSTER STATION" OWNER SHALL PROVIDE THE BOOSTER STATION THRU OFFSITE MANUFACTURER AND SHALL SHIP COMPLETED STATION TO THE SITE. CONTRACTOR SHALL BE REQUIRED TO INSTALL BOOSTER STATION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. BOOSTER STATION DETAILS • - REVISIONS FOR INFORMATIONAL PURPOSES ONLY BID SET C> 1025 8M0i2d wWeesst et rBnrEo .n, dgwi n1e1 yt rS: st.r el nect . PLo0o.gBoootxee2.9I5ndian:, -'17553 DATE JUNE 2025 DESIGN RDW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 9 9 Df 16 I FlLE NUMBER 44980 I Do Not Use Plan Previews for Take Off

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