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Midwestern Engineers, Inc. Plan Preview

- ' o. FOR THE SPENCER COUNTY, INDIANA 2025 PROJECT LOCATION SHOWN BY--• � 0 o �d i \J)F g TOWN COUNCIL KEVIN BURKE, PRESIDENT PATRICIA VAAL, VICE-PRESIDENT MIKE JOHANNES, MEMBER BRIAN WARRAN, MEMBER JASON LITTLE, MEMBER CLERK-TREASURER JANE LINDSEY STREETS/ ROADS AND UTILITIES SUPERINTENDENT RUSSELL LUTHY ATTORNEY KEVIN PATMORE SANTA CLAUS, IN PROJECT LOCATION IME ZONE Holland IMEZON� 161 elvin 1 I 6.5 68 3.2 I ilman \__ - _,J oomfield 1 Midway 6.8 0 Ferdinand LOCATION MAP NOTTO SCALE LATITUDE 38° 07' 16" N LONGITUTE: 86° 59' 42" W ---- I Siberia ! '11 I I N NOTTO SCALE BID SET : c-l; ;fo, I � ��l--;: ============================================:::::;,========================,;============================,;:==,, =. ,.:;; .,,;;; 111;;:,.,:== ,,, ==,i==; C:;::OP ;;; YR�IG77HT�©;:=::::2 0 ;:; 2�5=-M�id =;= w::::es=t==e,==n=;: E==n g == in ::::e=:er==s,=.l==nc=. 7f =======,! � -....;a � QuaLity Engineering Services Since 1959 ;''�\�,. W , /IO., , , ,,,,,. = -.31i:s Mi'd t rn En 1• r In /,? ·+ ,,_,_ n , c:."' ·"''"� oJ' 11;, PROJECT NUMBER v ""' wes e . g nee s, c. L/4V'U- w � o3/14;202s s ... �.. � .!S � $ � PLANS CE RTIFI ED BY:__��"""'--==--=--cc----------,,-0As-cTEa=-- 1 No. i 2024079-oo .., .,,.. - CLINT W. ROOS P.E. - - � Cg 8 6809 Corporate Ori"e, 802 West Broadway St., P.O. Box 295 REQSTERED ENGINEER No. 11300241 STATE OF INDIAHA i � PE113QQ241 .:- 5 J: g � Indianapolis, IN 46278 Loogootee, IN 47553 /4</ . /J . � /J � � STATE OF ,,� � .,_ Pli,317-334-0262 Ph:812-295-2800 QUALITY CONTROL � (_;._, hi-� 03/14/2025 .., -· � ,_ 8 � Website: midwcsccmcng.corn Fax: 812-295-2801 Ernnil: rncinc@rnidwcste,neng.com REVIEWER: '� $ INOIA"l,. �, ! � Consultants Civil Mechanical Electrical RICHARD A. BURCH P.E. DA TE ,,,,, $/ONA\.\,�\,� FILE NUMBER I OF 29 £ £ REGISltRED ENGINEER No. 50890227 STA� OF INOIANA 1/fllllllll\\\\\\' 44609 "•I �:::::::;;;t;;;;;;;;;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;==:�:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;�:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;:::::::;;;=:::!.!::::::::;;;;;;;;;=:::::=::;;;;;;!,.=:::::::;;;:::::::;;;;;;;;;;;;;;;;;==: :::::::;;;:::::::;;; =�:::::::;;;:::::::;;;;;;;;;:J ·�- Do Not Use Plan Previews for Take Off

I I I UTILITIES GENERAL NOTES I TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, Electric: Gas: 1 CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION -- Centerpoint Energy (South Electric) Community Natural Gas Company, Inc. AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION 1800 W. 26th Street 933 W. 3rd Street THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM Muncie, IN 47302 Mt Carmel, IL 62863 2 (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83) ELEVATIONS ARE BASED ON PH: 765-287-2119 Contact: Curt Sanger publicproject@centerpointenergy.com PH 812-937-2376 THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88). bommunications: dale@communitynaturalgas.com 3 THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN r:T&T - Distribution Water: THE LOCATION OF EXISTING UTILITIES ETC SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS AT&T Utility Coordination Town of Gentryville BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING 09871@art.com 240 W. Boone St. UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN Gentryville, IN 47537 4 THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES Telephone: Contact: Marty Brown WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN Perry-Spencer Rural Telephone Coop., Inc. Gentryvilletwn@psci.net THE AREA. 11877 E. State Rd. 62 St. Meinrad, IN 47577 Sewer: THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) Contact: Jim Ferguson Town of Santa Claus 5 AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS ALL AREAS DISTURBED BY CONSTRUCTION PH· 812-357-2123 P.O. Box 92 SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE SHOWN 90 North Holiday Blvd. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR I Santa Claus, IN 47579 6 ERRORS FOUND ON THESE PLANS. PH: 812-544-3329 Contact: Russell Luthy ALL CONSTRUCTION METHODS & MATERIALS MUST CONFORM TO CURRENT STANDARDS AND 7 SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY/TOWN, OR LOCAL REQUIREMENTS, WHICHEVER russ.Iuthy@townofsantaclaus.com HAS JURISDICTION FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE 8 SHOWN • 9 WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS d AFTER STRIPPING TOPSOIL, THE SUBGRADE SHOULD BE PROOF-ROLLED WITH AN ADEQUATELY LOADED rtln1Yan1111112119.., VEHICLE SUCH AS A FULLY LOADED TANDEM-AXLE DUMP TRUCK TO DETERMINE LOCATIONS OF ANY .... 10 POCKETS OF UNSUITABLE MATERIAL. AREAS EXCESSIVELY DEFLECTING SHOULD BE DELINEATED. RECOMMENDATIONS FOR DRYING, AMENDING, AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE CONTRACTOR'S GEOTECHNICAL TESTING REPRESENTATIVE. 11 IT IS THE CONTRACTOR AND OWNERS RESPONSIBILITY TO PREPARE AND FILE FOR A CONSTRUCTION STORMWATER GENERAL PERMIT (CSGP) TO IDEM IF SOIL DISTURBANCE IS GREATER THAN ONE(1) ACRE. 12 CONTRACTOR/OWNER SHALL OBTAIN A COUNTY HIGHWAY PERMIT FOR ALL WORK WITHIN SPENCER LOCAL AGENCIES COUNTY, IN RIGHT OF WAY. 13 ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 14 PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO INDIANA DEPARTMENT OF TRANSPORTATION SPENCER COUNTY HIGHWAY DEPARTMENT TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS Vincennes District Dale Kenney, Highway Superintendent 3650 U.S. Highway 41 920 E 800 N Vincennes. IN 47519 Chrisney, IN 47611 PH; 812-882-8330 PH 812-362-8331 swincommunications@indotin.gov AUDITOR District Permit Manager Melissa Bunner Sara Polmanter 200 Main Street, Courthouse Rm 6 PH: 812-381-4566 Rockport, IN 47635 spolmanter@indot.in.gov PH: 812-649-6004 SPENCER COUNTY COMMISSIONERS James Seiler - District 1 2467 N Orchard Road Rockport, IN 47635 PH: 812-686-3102 Heather Gries - District 2 4970 E CR 2100 N Dale, IN 47523 PH: 812-630-5113 Thomas Brown - District 3 6378 E CR 700 N Grandview, IN 47615 PH. 812-686-6251 EARTHWORK QUANTITIES CUT (cy) FILL (cy) NET (cy) I 1376 1840 464 ' NOTE: EARTHWORK QUANTITIES ARE UNADJUSTED. CONTRACTOR TO COORDINATE WITH OWNER FOR DISPOSAL OF EXCESS MATERIAL. ' ' ' ' • SHEET NO. 1 2 3 4-5 6-12 13-19 20-21 22-26 27-28 SHEET NO. LEGEND WATER t EXISTING 3-WAY FIRE HYDRANT AND VALVE l EXISTING 2-WAY FIRE HYDRANT AND VALVE t EXISTING FLUSH HYDRANT AND VALVE yf YARD HYDRANT ; EXISTING BLOW OFF AND VALVE g PRESSURE REDUCING VALVE c:i EXISTING LEAK DETECTION DEVICE " WATER METER SH SPRINKLER HEAD 8 EXISTING GATE VALVE ® EXISTING BUTTERFLY VALVE 0 EXISTING CHECK VALVE � EXISTING CURB STOP EXISTING WATER MAIN AND SIZE w \_4" SANITARY SEWER --- FORCE MAIN WARNING/ LOCATE POST � EXISTING AIR RELIEF VALVE @@ LIFT STATION AND VALVE PIT _SJ CLEAN OUT 8 EXISTING SANITARY VALVE 8 SANITARY MANHOLE @ SANITARY GRINDER PUMP SANITARY MAIN/ FORCE MAIN SAN FIM SHEET INDEX DESIGNATION COVER INDEX AND GENERAL NOTES TYPICAL SECTIONS AND OVERALL MAP TYPICAL DETAILS PLAN AND PROFILE, LINE "PR-A'' SECTIONS, LINE "PR-A" CURB RAMP DETAILS EROSION CONTROL BRIDGE DETAILS REVISIONS DATE REVISED ELECTRICAL STORM SEWER B ELECTRICAL PEDESTAL Q]DcrJ]] STORM STRUCTURES '" ELECTRICAL METER >-,ri.�-< CULVERT TYPE AND SIZE -¢"* LIGHT POLE 8 STORM MANHOLE � UTILITY POLE WITH GUY BURIED ELECTRIC MISCELLANEOUS UIE OVERHEAD ELECTRIC ® SIGN OHE SATELLITE DISH TELECOMMUNICATIONS El RIGHT OF WAY MARKER MAIL BOX --- TELEPHONE PEDESTAL 0 POST �Fo� FIBER OPTIC WARNING/ LOCATE POST 8 MANHOLE "" TELEVISION PEDESTAL REDUCER • BURIED COMMUNICATION LINE CAP COMM -a @ TREE GAS WOOD FENCE I 41-- GAS WARNING/ LOCATE POST WIRE FENCE X 3 EXISTING GAS VALVE ELECTRIC FENCE 'ii' GAS METER E CHAIN LINK FENCE GAS MAIN AND SERVICE LINE CL GAS E] HOUSE SURVEY I H.T. I HOUSE TRAILER + SURVEY POINT/ BENCH MARK RIGHT OF WAY R/W & SURVEY MONUMENT PROPERTY LINE v HIGH WATER MARK ,PL - INDEX AND GENERAL NOTES SI' SI' 1- ...J z ...J 00 � :g I- «> >- 0 a:: z w > 1oz (.) ,:i: Cl) a:: Q (!) z z ...J REVISIONS 0311412025 BID SET C 2025 Midwc�1em Engineer.;. Inc. 801 Wc_s1 Broadway Str�N P.O. Box 295 Loo�oolec, ]ndiana 47553 DATE MARCH 2025 DESIGN C.W.R. /_ B.D.H DRAWN M.M.C. 0.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 2 2 OF 29 I Fll.E NUMBER I 44608 Do Not Use Plan Previews for Take Off

UJ 0 - 0. 0 - () - UJ (") Q . 0 (5 0:: Q: 0 ::::f () � 0 0 0 0 0 0 0 0 • " • 0 N M • � LINE PR-A CP9 UJ 0 0 (") SHEET6_L-�:--; . 0 0:: 0 () CONTROL POINT SCHEDULE SHEET? - • 200 100 0 200 I - CP6 4+00 - ,, 5+00 - ...J 0 0 6+00 z z ::::) ::::) 7+00 0 0 Cl) Cl) I I j 8+00 I- I0:: r 0 0 CJ) z ...- (") (") ---SHEET 9 . CJ) CJ). ::::) ::::) POINT# NORTHING EASTING ELEVATION DESCRIPTION 0:: 0 CJ) UJ z a. z ....J 2 3 4 5 6 7 8 9 1045446.93 2979966 45 443.43 1045509.73 2980974.24 451.33 1045401.39 2981043 96 452.33 1045347.18 2980779.23 451.95 1045565.85 2979325.40 42885 1046374.19 2978531.45 441 69 1045828.43 2978533.94 447.71 1045772.97 2978621.61 446 93 1046362.64 2978184 01 434.42 CP%" REBAR GPMAG NAIL ½" REBAR FL ½" REBAR w/ CAPFL. ½" REBAR w/ CAPFL. GP½" REBAR FL. MEI CP½" REBAR FL MEI CP¾" REBAR FL. MEI GP½" REBAR FL. MEI CO. RD. 1600 N SHEET 8 - N SHEET10 0 0 • ♦GP l � r ? � � ! � I <Yi 0 () z ....J S.R. 162 Q>: 51 I I - - ·--- ��__._.,,_,_.;__-il...___;.__...:.....,._.!....,;,:;�--"----�---------..;..._-_..,___ !: P :: R :: O :: J :: E � C ::... T :: L � O � C :;:: A :;: T :: IO � N :: O t: V :; E ::: R :: A :;:; L ::: L ;;: M :: A := P =--:..._-�...:_-__.:__ __,j,_.....,::....:_.:.:_��--l;:;__��i:;,_:,�....... ...::._ 2 t. ;_......__� 9'-0" ____F__,11- 8" 30° SAFETY �B LEDGE I------- 11'-0" Limits of Subgrade Treatment TYPICAL SECTION 9" MULTl-USE TRAIL SCALE:½."�1'--0" Sta. 0+00 "PR-A" to Sta 3+13 "PR-A" r--=-=- 10'-0" I �� 2%MAX 30° L E DSGAEF(ETTYYP . ) Limits of Subgrade Treatment • 1 V 0' A -0 R " I T E OS 2'-0" TYPICAL SECTION 1O" MULTl-USE TRAIL SCALE:Y.'"=1"-0" Sta. 4+56 "PR-A" to Sta 4+81 "PR-A" CUT FILL I VARIES 's 'r0-c "; 3·7 CUT • '11A,1FILL 30° LEDSGAEFETY f---- - - - 12'-0" ______J Limits of Subgrade Treatment TYPICAL SECTION 1 O' MULTl-USE TRAIL SCALE:½"=1'.0" 1 2 D '- 0" Sta. 3+60 "PR-A" to Sta. 4+56 "PR-A" � L3 E0 "DSGAEF (ETTYYP . ) 10'-0"� 2%MAX 2'-0" i 14'-0" --------' Limits of Subgrade Treatment TYPICAL SECTION 1 O" MULTl-USE TRAIL SCALE:Y."�1'-0"' SSttaa.. 41+98+142"P"PRR-A-A" "totoSStat.a1. 83+6+1138"P"PRR-A-A" " 3·\ "'�'I3·7 • '11A,1CUT CUT FILL FILL 7 2 0 0' r--=-=- 10'-0 -I 2-0 II I � � 2% MAX I I L3E0"DSGAEF(ETTYYP.) 14'-0" ________, limits of Subgrade Treatment TYPICAL SECTION 10' MULTI-USE TRAIL SCALEY."�1·-0· Sta. 18+11 "PR-A" to Sta. 19+01 "PR-A" CUT FILL LEGEND 1H6M5 A# / SF OY .RY DS .I D( 1E. 5W" A) HL KM AC OS NU SR IFSATCI NEG, TOYFP ET HAE, 9F. O5 mL LmO, WO IVNEGR: 220#/SQ.YD. (2") HMA INTERMEDIATE, TYPE A, 19mm H2 2M0 A# / FS OY .RY DR .O( 2A "D) WH MA YA CS OU RN FS AI SCTEI N, GT YOPFE TAH, E9 . 5F mO mL L, OOWV EI NRG : 440#/SQ.YD. (4") HMA INTERMEDIATE, TYPE A, 19mm 6" COMPACTED No. 53 AGGREGATE BASE SUBGRADE TREATMENT TYPE II 6" COMPACTED No. 53 STONE SHOULDER TACK COAT 8F "OCRUI NR BT EPGERRA ILN DC OU RT BS TT DY PDEWCG ( VE E6 0R5T- ICCCAI LN) - 0 1 TYPICAL SECTIONS AND OVERALL MAP st r.r.i st ;:i ...J � z ...l <( ...J co u <( <( ..., � 0 II:'. co z � E-< - I- co ► >- . w z ... II:'. 0 � z r � ::, UJ z r.r.i 0 > I- � (J oz � ll'. t) <( 0 w en II:'. (J - (!) z C z w z � 0 z ...J REVlSIONS U,,..r,tJ.!4--- 0311412025 BID SET C 2025 Midwestern Engineer.,. Inc. 802 We:;1 Bro�dway SI��I P 0. Bo� 295 Loogootee. Indian" 47553 DAIT MARCH 2025 DESIGN C.W.R. (_ B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 3 3 OF 29 I FlLE NUMBER I 44607 Do Not Use Plan Previews for Take Off

INDEX SHEET NO. SUBJECT 1 Curb Ramo Drawinc Index and General Notes 2·3 Perpendicular Curb Ramp TypCal Placement 4 Perpendicular Curb Ramp Component Details s One-Way-Directional Perpendicular Curb Ramp Typical Placement 6 One-Way-Directional Perpendicular Curb Ramp Component Details 7 Parallel Curb Ramps Typical Placement 8 Parallel Curb Ramn Comronent Details 9 Blended TransitOn Curb Ramo, Depressed Curb Ramp and 0°��onal Curb Ramn lyrical Placement 10 Blended Transitbn Curb Ramo Component Detais 11 Median Cut-Through and Median Perpendi::ular Curb Ramp Typtal Placement 12-13 Detectable Warning Surface Placement and Configuration 14 Detectable Warning Surface Details GENERAL NOTES: 1. All slopes are absolute rather than relative to the sidewalk or roadway grade. Slopes at least 0.50% less than the maximum are preferred. 23 .. RT au mr npi n og r SBpl aecned.e dA tTurranni ns igt i osnp.a cAe r sahmapl l obre bpl er onvdi ed de dt raatn tshi tei otnops hoafl labpeeur ps ee dn dt ioc ul ol awr erra mo rpr, abi soet ttohme soi fd ea wpaal rka tl loe lcroanmn pe c, to wr wi t hh et hr ee tsht er epe et doer sht ri gi ahnwtar ya .v e l r e q u i r e s a cWhhaenrgee t Ihne dti ur er nc ti ni ogn s. pAa cc eo mi smc oo nn sttur rani ni negd sapt atchee mb aacyk boef st hh ae r es idd ebwy aal kd j ba cyean tc ur ar bm, pr se.t aTi nhi ne gt uwr na il nl , gb us pl ! da icneg ,s hoar l l f ehaatvuer ea omv ei nr i m2 ui nmc hdees airn dhi me i ge hn ts,i ot nh eo fm4i nfi tmxu 4m f dt. e a r dimension shall be 4 ft x 5 ft, with the 5-ft dimension in the direction of the ramp running slope. 4. FalamreadximSiduem. Asloflpaereodf s1!0d.e0s0h%allmbeeaususereddapdajaracellenltttootahewbaalkcakbolef sthuerfaccemb. .A flared side may be used adjacent to a non·walkable surfac.e. A flared side shall have 5 . tnRaeoptt uebrr nee duCstuoer dbm. aeAdej traect theuenr ntf l tucosuhar b cwiusar l bpk laaabct l eet dh sepu ebr froaptcteeon.mdTi cooufel atrhreett our ratnmh ecpur. roba md wa ay yb ceu or bm. i tAt er de t wu rhne rceu rt bh emnaoy n b· we aul sk ea db l ea dsj ua rcfeancte t ios af l anr oe nd - wa na dl k at hbel e c suur br f aacdej .a cAe nr et t tuhr en rcouar db ws ah ya l il s 6. pClaeraarlleSpl vaechei.cAulacrletarravspeal pceatshh. aTllhbeecpleraorVsidpeadcebesyhoanll dhathvee baomttoinmimgurmadcelebarreadkimoef nasicounrbofra4mftpxw4hoftl.ly contained within the crosswalk and wholly outside the 7 . Dd ee tt ee cc tt aa bb ll ee wWaarrnni ni ngg sSuurrffaaccee s. hAa dl l eetxetcetnadb l ea wmai nr ni mi nugms uorff a2c ef t si nh at tl li ec odni rsei sc tt i oonf tor uf npceadteesdt rdi aonmtersa vaenl da nbde bpel a cpel adc ea td et ha cehe snttri er ee tw, hi di gt thi wo fa ya , roarmrpa,i l rbol eanddcerdo stsr ianngs.i t iTohne, or turning space. 8. Running Slope. The running slope of a ramp, blended transition, or turning space shall be measured parallel to the direction of pedestrian travel. ab.. AA rruamnnpinsghaslllopheavoef a2.m00a%ximourmlesrsunisncinognssildoepreedofle8v.3e3l.% but shall not require a ramp length to exceed 15 ft. c d . . A blended transition shall have a maximum running slope of 5.00%. A turning space shall have a maximum running slope of 2.00%. 9. Width. Unless otherwise noted, minimum width of a ramp, blended transition, or turning space, excluding flared sides or return curb, shall be 4 ft. 1 0 . Gs hr aadl l enBort ebaek .wAi t hg irna dt he ebrraema kp a, tb ltet inedteodp tarna nds bi toi ot nt o, mt u ronf i na gr asmp apc, eb, l eo rn ddeedt etcr taanbsl iet i owna, r no irntgu rsnuirnfga csep. aGc rea sdheabl l r be ea kpsesr hp ae lnl dbi ec uf ll aurs ht o. Vt heer t ire u. anl ndi insgc osnl ot ipneu.i tGi ersa dseh abl lr enaokt sb e greater than 1/2 in. Where a discontinuity is greater than 1/4 in. the surface shall be beveled with a slope not steeper than 1V:2H. 11. Cross Slope Exceptions. The cross slope of a ramp, blended transition, or turning space shall be measured perpendicular to the direction of pedestrian travel. ab.. TThh ee mmaaxx iimmuumm ccrroossss sslloopp ee aatt aa ppeeddeessttrriiaann ssttrreeeett ccrr oo ssssiinngg wwiitthhopuotspt eodstyedi e lydi eolrd sotro pstcoopnctor onlt rsohlasllhbael l 2b.e0 05%. 0 0. % . c. The maximum cross slope at a midblock crossing shall be the established grade of the adjacent roadway. 12. CSotaunndtearrdSlDopraew. inAgcEou6n0t4e-rSsWloCpRe·1is4thfoer ccroousnstselropselopoef tdheetagiulst.ter or street adjacent the running slope of the ramp, blended transition, or turning space. See 13. Objects such as a utility cover, vault frame, and gratlng shall be placed outside the curb ramp. 14. curb ramps shall be placed within the marked crosswalk area. 15. Drainage inlets should be located uphill from a curb ramp to prevent ponding in the path of pedestrian travel. TS "' "' " 1;, •"A '" 'h , Component Slope Equations: Ramp u 1 = Running Slope Turning Space u2 = Running Slope E R lev. 2 - Elev. 3 amp Length ESliedve.w1 • Elev. 2 alk Width Flared S S id ' e °� '( \ ?> �e . ' Return Curb ' I • • Curb (Typ.) WDetectable arning CMrosswalk arkings Surface Curb Flush with Pavement and Gutter Line TYPICAL CURB RAMP COMPONENTS .s 8.33% S 2.00% INDIANA DEPARTMENT OF TRANSPORTATION CURB RAMP DRAWING INDEX AND GENERAL NOTES SEPTEMBER 2018 STANDARD DRAWING NO. E 604-SWCR-01 /s/'EC1.2a6etfr W PftirEps 03/20/18 DESIGN STANDARDS ENGINEER DATE /s/Jofrn Leckie 04/25/18 CHIEF ENGINEER DATE NOTES: (D The bottom edge of the ramp and top of curb shall be flush with the edge of adjacent pavement and gutter line. Cl) The turning space shall have a minimum clear dimension of 4 ft x 4 ft. Where the turning space is constrained at the back of the sidewalk, the minimum clear dimension shall be 4 ft x 5 ft, with the S·ft dimension in the direction of the ramp running slope. Where a tiered perpendicular curb ramp is used, a constrained turning space sha!I have a minimum clear dimension of 5 ft x 5 ft. (D Curb ramp surface shall be coarse broomed transverse to the running slope. 0 See Standard Drawing E 604-SWCR·Ol for cross slope exceptions. 5. See Standard Drawing E 604·SWCR-12, •13, and ·14 for Detectable Warning Surface placement, configuration, and details. 6. See Standard Drawing E 604·CCSJ·Ol for sidewalk expansion joint details. LEGEND: Ramp and Turning Space u3 = Cross Slope I Elev. 4 - Elev. 5 I < 2 ooo;, � Ramp or Turning Space Width - • 0 12.J [:3 Buffer or Other Non·Walkable Surface 1-1 Ramp E3 Detectable Warning Surface I V Flared Side RamElevp. 4Width ,, B6e l"o(wmDi nW. ) S SECTION B-B Non·Walkable Surface Showing Return Curb (Right Side) Detectable Warning Surface (DWS) Sidewalk Width@ Ramp Length Elev. 1 u .� 5 "' Elev. 2 SECTION A-A Pavement Detectable Wa(O r W nin S g ) Surface � Turning Space INDIANA DEPARTMENT OF TRANSPORTATION PERPENDICULAR CURB RAMP COMPONENT DETAILS SEPTEMBER 2018 STANDARD DRAWING NO. E 604-SWCR-04 03/29/18 CATE w w w -;, .;, "' "' RampWidth -.v w sv w -i ..., "' w "' J-------===='--------- -J, -.j, .., -J, NOTES: Brick Detectable Warning Surfaces "' "' "' = "· "" Buffer or Other w•rt,,.-,.=====.,.-,,�-===• = • ==-,,Pt Non·Walkable Surface SO% • 65% of Base rnameter H � Base Oiameter�-i 1. Detectable warning surface shall consist of truncated domes. Domes shalt be aligned in a square or radial grid pattern with diameter and center-to-center spacing within the ranges specified. 2. The detectable warning surface may be field cut. Truncated dome spacing between adjacent panels shall be within the ranges specified. w "' "' w ::::::::::::::::::· :::::::::::::::::::::: "' "' w '¥ Concrete Border . ·····••·••••····· •.·••······•••··•···••· ···················•··•·•···•············· "'"' -.j,"' ..................... , ................... . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ······•·••••······••····•················· ...... '' ......... ' ............ ., ......... . ·••·••···································· 2" (max.) within Ramp Width -I; I· 4" (min.) Total _/ Border Width w " Roadway BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER @0 Concrete Base Brushed Warning Elements (typ.) Brushed Sand Mixture (typ.) Latex Setting Mortar (typ.} Integral Curb TYPICAL RAMP AND BRICK SURFACE CONSTRUCTION DETAIL 2'·0" (min.) N Ramp r l •----•-+1--�0-�9_ " (�m�incc . ,_) _ · ccl.c.4'.' ..c <ccmcca=·' ) SECTION A-A H .6" (min.) -2.4" (max.) 0' et.Ar; TRUNCATED DOMES B.33% max. -5-.0-0%coumntaexr.Sic 3. The detectable warning surface shall contrast visually with adjacent surfaces, either light·on-dark or dark-on·light. 4. The detectable warning surface shall extend a minimum of 2 ft in the direction of pedestrian travel and extend the full width as shown. The detectable warning surface shall not be placed across a grade break. ® The maximum counter slope of the gutter or street at the bottom of the ramp shall be 5.00%. Where the algebraic difference between the running slope and the counter slope exceeds 11%, a 2-ft minimum level strip should be provided at the bottom of the ramp. ® Where a concrete border is used for forming, the border shall be cast monolithically with the curb ramp concrete. The concrete border shall not reduce the ramp width by more than 2 in. on each side. 0 Where forming other than a concrete border is used, the edge restraint shall not encroach upon the ramp width. INDIANA DEPARTMENT OF TRANSPORTATION DETECTABLE WARNING SURFACE DETAILS SEPTEMBER 2018 STANDARD DRAWING NO. E 604-SWCR-14 501 Spa. @ 18" Reinforce the Curb if Separate From Ramp 2'·0" level strip G uC tut rebr oa sr rSet rqeuei rt e d , wmiat hy lbeeveml ostnroipl i t h l c 501 X l'-10" ALTERNATE CURB CONSTRUCTION Pavement_,/" I I Combined curb and gutter 1 L = 6'-5 s3p-a#c5e dX 93"'-c0. to c. .?-'O o> - - -- :l=±=.l; ======= ;:W.. ----- - N #5 Bars H 2'-0 SECTION H-H iTnyl eptec 3a sctui nr gb CHANGE OF GRADE > 11% ® Pavement_,,,,#'" I" Combined curb and gutter L = 7'-0 3 -#5 X 3'-0 --+-..;.-._;__ spaced 9" c. to c. Curb flowline 3'-0 SECTION L-L .?• 'O o> L-- _j Concrete gutter Shoulder line ......_ Slope ditch Concrete gutter INOIANA DEPARTMENT Of TRANSPORTATION CGOUMTBTI EN RE DT UCRUNROB UATNSD MARCH 2003 STANDARD ORAWING NO. E 605-CTCG-01 /s/ '£C,za6etft W Pfr,[[ips DESIGN STANDARDS ENGINEER /s/Jofrn Leck_ie CHIEF ENGINEER 03/29/18 DATE 04/25/18 DATE TYPICAL DETAILS st 0 1- ...J z ...I 00 <( It) 0:: 00 I- 00 >- 0 0:: z UJ > 1oz (.) <( en o:: ci (!) z ...J REVISIONS 03114/2025 BID SET C 2025 1,,tidwestcrn Engineers. Inc. 802 Wes! Broa<lway Street P.O. Box 295 Loogootee. Indiana 47553 OAT£ MARCH 2025 DESIGN C.W.R. !. B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 4 4 OF 29 I FILE NUMBER I 44606 Do Not Use Plan Previews for Take Off

0 ro z 0 ! \Ill• d t'-l ll._ ;5 ,�z Q <gJ � ;,,;, w '@� .__9J,-� = -o •• <D- � = W oo < � -"' .. < '3� � Q §w ·� •• >0 Q'J oz oc -, co o< >9 5N 5 c5 , ro <o ----+- A =I=-=- =---�_;-- I :::: A R2 ·------- ------- I I \ I ---------_, ,:-..._ _______ _ INLET OUTLET >----------L----------, SECTION VIEW ROUND PIPE FLARED END SECTIONS OVERALL BARREL FLARE WALL WATER lJ\.YING LENGTH LENGTH THICK- DIAMETER AREA LENGTH NESS WEIGHT L A B C D R1 R2 T inches sq.ft. ft-in ft-in fl-in inch inch inch inch inch lbs. 12 0.79 6'-1" 4'-1" 2'-0" 4 24 10.1/8 9 2 530 15 1.23 6'-1'" J'-10" 2'-3" 6 30 12.1/2 11 2.1/4 740 18 1.77 6'-1" .3'-10" 2'-JH 9 36 15.1/2 12 2.1/2 990 24 3.14 6'-1" 2"-6" 3'-7" 9.1/2 48 16.1.3/16 14 3 1520 30 4.91 6'-1" 1. -7" 4'-6" 12 60 18.1/2 15 3.1/2 2190 36 7.07 8'-1" 2'-11" 5'-3'' 15 72 24.5/16 20 4 4100 42 9.62 8'-2" 2·-11" 5'-J" 21 78 27.1/2 22 4.1/2 5380 48 12.57 8'-2" 2· -2" 6'-0" 24 84 28.1/2 22 5 6500 54 15.90 8'-2" 2'-9" 5'-5 " 27 90 33.1/8 24 5.7/2 8240 60 79,6.3 8"-3 "' 3'-3" 5'-0" 30 96 36.11/16 24 6 8730 66 23.76 8'-3" 2'-3"' 6'-0" 24 102 36.1/8 24 6.1/2 10710 MEETS ASTM C-76 0 PIPEDATA Round Flared End Section Oldcastle Precast" >------------< Data Sheet Vanguard mr NAME:120DPCFl.AREDDATA_DET 523{) N.W. 17th Street. Topeko, KS 666\8 Phon,i• 785.232.2982 fo�: 785.232.5842 6PARKING wtl #XflSBE ��" " 96 ,n t-'.. w wI SwS .UvE a nD AgT Eu: a Jr ad npur ea cr ya s2t .0c0o7m Copyright © 20070--- (R1E) F1 L2 E" xC1T8 I"VEENPGAI NR EK EI NRGGSRI GA DN E, P0A. 0R8T0 CA OL UDME :I N U M DMHO-UGN- 4T0ERDA O5 NA NADUP- CAHRAT NCNOEDL EG: ADLHV- RA N7 -I 8Z BERDAS3T E E L PA OP PS RT ,OBVYE D" S ET RQ EUEATL . SLI OG CN AUTSEA A" S1 - S8 3H0O- 6W1 N2 - 7O0N3 8P LOARN S . ACCESSIBLE PARKING SPACE SIGN NO SCALE • W11-15 W16-7P P# 1R ESSYSPU6R" xE6 "T PROE AS TTE D z" SWLAOTPEER TROUPN F- OO FRF BTEOVPERLAEILDGE OF #P 1R ESSYSPU2R" xE8 "T RR AEIALT E D #P 1R ES SYSPU2R" xE4 "T TR-ERAATI LE D @NOSPUCE TOP RAIL @ SPLICE P#1RESSYSPU2R"'xE6"TRRAEIALTED P# 1R ES SY SPU6R" xE6 "T PROE AS TT E D (G3A) L1V6d. NxA3I½L S" R . S . (G2A) L1V6d. NxA3I½LS" RS. -----------------� �-------------------------� -------------------------�-�- =================.:i .. i:=========================J. • ========================= I 7' 0.C. !-------- -----------------�· -�-------------------------� . �-------------------------� 1-------- -----------------�• •1--------------------------7. _,._____--------------------"'[ ,._______ -----------------� -------------------------�. •1--------------------------� ,__________________________..,. • 1--------------------------"'1 • • 1--------------------------"'[ ,._______ -----------------�- . -------------------------� • 1--------------------------� TOP CAP PROFILE #P1R ES SYSPU2R" xE6 "T RR AEIALT E D (EQUALLY SPACED) PAVED TRAIL SURFACE 1--------------------------.., • • 1--------------------------7 .. 1--------------------------7 --'=1-1= ,. z" ,, "' ., 5' MAX. .. 42" RCP ELEVATION NOTE: PRESSURE TREATED LUMBER USED FOR RAILING ., 5' MAX ., . 'l---18" DIA. CONCRETE TA RR EOAUTNEDD 6P" OPSRTE S S U R E --- 6" MIN. No. 53 STONE NOTE: WOOD RAILING OVER CONCRETE CULVERT G AAL N R L D A L D S U E H M A N B L o E L . R 1 H OS A H V R E A B L A E L T U B T S E E E R P C , R S A E P T S E E S C G U I O R E R S E Y S T RH O E A F A L U L T C E B 4 D E B O . S Y F P, P P4 O E " D RW I A D O . E W S R N T E E C E RO L ' A S T P E IP D E SELECTION 18" DIA CONCRETE N 6" STONE FlLL FRONT NO SCALE • RIGHT RP AE DC EL IOV CE KR TL YI DP INSO5T FE T. OP INP EC EB NOTL EL AR R( TDYSPPI CA ACLI N) G REMOVABLE PIPE BOLLARD DETAIL NO SCALE HERE 1{ • ® NO WHEELCHAIR ACCESS R1-5 11--(1) 12"x18" ENGINEER GRADE P0.A0R80KIANLGUMSIIGNNU,MSKRUE:FLECTIVE " P1 S - R 8 T 0 8 O 8 " P 1 -9 2 S 3 0 I 1 G 0 - , N 1 B 7 S Y 9 A 3NODRMORE.COM", AA SP PSRHOOVWE ND OE QN UPAL LA.NLSO. C A T E TRAFFIC SIGNS NO SCALE ., TURNING VEHICLES �TO* R10-15L TURNING __. VEHICLES I � R10-15R 1--- - -4" DIA. STEEL PIPE PPEORWODEWRNECRO'ASTED SELECTION 12" DIA. CONCRETE 6" STONE FILL PIPE BOLLARD DETAIL NO SCALE B½" 4½" 17 #23ERAECBHAR .• -. 11-: � "' • , ., J ¾"0 9" SECTION PARKING BLOCK DETAIL NO SCALE 20" MIN. 9 "' II NN SATCACLOL ARTDI OA NN CAENTDOL OT HCEA RC EUCR OR ME NMTE INNDDAOTTI OANNSD M U TION TCD U-CHANNEL SIGN POST CA NODN CGRUETTTEE RC U R B , \ r FINISH GRADE I S3 "USPCP HOERDT U, FL IEL L4 0WSI TI GHN "' NON-SHRINK GROUT SIGN POST DETAIL TYPE A NO SCALE 8" 1" 1 1/2" R Pavement Reinforcement ��" " b�' c0' , Ccoronscsr-ehteatccuhrebd tpyporetiCon. is integral a#t42S' -t0i r"r ucp. tBoacr.s IN TEGRALCONCRETECURB TYPEC (VERTICAL) fBC ER OWSHSI TWEA, LPKE RM AMRUKTI CN DG S M U S T E CT XH R T E O E S C N S R D W O T A S H L S E K IN F MG U A . L R P L E K L R IN E MN G GS U TT M H C U D O S FT DIAGONAL CROSSWALK MARKING DETAIL NO SCALE TYPICAL DETAILS s:t 00 s:t ;:;) I- < z ...:i < . u z CIO < <( Lt) < c 0:: CIO z ... � - I- CIO 0 w z z 0:: z � < ::, UJ 0 > I- � 00 (.) oz i;... 0:: u< 0 w en o:: (.) - (!) z □ z w z � ..J 0 z ..J REVISIONS 03/14/2025 BID SET 0 2025 Midwcsl�m Engin&,r:a. Inc. 802 West Broarlwny S1ree1 P.O. Box 295 Loogoo1ec. Indiana 47553 DATE MARCH 2025 DESIGN C.W.R. !. B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 5 5 OF 29 I FILE NUMBER I 44605 Do Not Use Plan Previews for Take Off

\ \ \ \ ', LINCOLN MEMORIAL 74-0242-303-014.00 , I 'I,� '- ', ""' ' ---", ' \ I \ ' \ I '- \ , I \ ' \ \ \ \ \ ) \ \ \ I 'i I \ 8 // \ I \ 6 I I I \ \ I I \ \ I I \ \ INV. 431,37 I I \ \ 8 \ I I EX. 12"X12" \.. \ INV 433 90 EX. DITCH TO BE REGRADED I / TRENCM O ·'(' 0 \ >-----<('.c-.i,.,.----j-f-----L,-±Pc,---Ji,.-'-c---;f--O±P / ' co \ -433-t-- I \ \ .... / '- STA: 0+00.00 BEGIN PAVEMENT TIE INTO EX. PAVED TRAIL 47 47 46 46 45 0Ji 45 - " w J < 0 44 "' <0 44 43 '3 42 42 41 \ ' \ \ \ I I I I I I I \ \ .... / / / ,,. I I I / I I I ' \ \ \ \ \ \ I \ \ \ ' \ \ \ \ \ I re, I -"' 0 ... -8 ,I "" "..'. " " "' " ""' 0+00 435 436 437 INSTALL NEW 9' PAVED TRAIL REFER TO TYPICAL DETAIL, SHEET 3 ""t \ I I I i' / I ,.. ,.. ,.. A" ,.. \ \ \ ' \ 1 \ I ' \ ( \ \ \ \ \ I � I \ ""'' "" m "' "' "' " " 0+50 I j ±Pc I / / I \ I I I / ( \ I I I J ' ' \ I?.. I I ' I I I / / I I ""' ... "'" 438 I I I f I II ( \ I I I I I I " 00 "'" I 1+00 ±Pc / '- ±P 439 \ LEWIS-STREET (ASPHAL:!_) \ \ .... .... .... ' ' I I I I I I I \ \ ) ' LINCOLN MEMORIAL 74-02-32-303-016.000-001 ' \ \ \ 8 N+ 440 441 .... -- / ( \ ' , .... \ I I I \ \ I I I r' '-. .... ✓- -�-- / ----- ' / .... / \ \, ____,, \ \ r J ' '----- WOODFENCE-'r-----� '- STA: 3+13.32 END PAVEMENT TIE INTO EX. PAVED ROAD INSTALL AN ADA CURB RAMP WITH DETECTABLE WARNING SURFACE. REFER TO TYPICAL DETAIL ON SHEET 4. INSTALL REMOVABLE PIPE BOLLARD EX. POWER POLE TO BE HELD DURING CONSTRUCTION EX. BTC JACK TO BE RELOCATED 442 -...... -..... Pl=2+73.07 -..... -......._ 6.=10.0000 ' ......_ R=50.00 ........ �4.37 L=8?3- --- - 1 r:-:=:,:==:=:,-:'::,--:=-:-:-:::::=--r-1 -- INSTALL FULL-DEPTH ASPHALT ROSSWALK MARKINGS _ ..,,,,.,,,, ________ UPTOEXISTINGROAD L, SHEET 5 -- / - ----1�----�'f,Pii)l l'i1.?--',.-'----------,7fl\--------0Pc-,..--,-�------±Pt---� \ (_ - I / J .,, I - I / r I I I I I \ I ,,. / / I I ( \ .�MEMORIAL I �..,jQ3,-Q23.000-001 / / / I \ \ \ .... I I \ \ / I I I I I ' \ INSTALL NEW SIGN, R10-15L I \ \ \ 0 \ \ I I I \ \ \ \ INST L-DEPTH UP TO EXISTING ROAD \ \ ' I I \ I I I I I ( I I I INSTALL NEW SIGN, R10-15R J PROP. GRADE_ -- - N a, m 00 oi "' "' " " 1+50 I I % I / J N 0 "' a, 0 ci "" "" 2+00 .! � / I I I EX. GRADE� + ... 00 ... a, "" "" 2+50 I ( I I t\ / ' STA: 3+13.32 END PAVEMENT I I I TIE INTO EX. PAVED RD. &-20% 0 00 00 "" "" 3+00 r 00 w a. e "' "' - - N N "" "" 3+50 \ 0 •--_STA: 3+59.38 BEGIN PAVEMENT TIE INTO EX. PAVED RD. 00 "' 0 a, "" "" 4+00 HOUSE "... "ro HORIZ. SCALE:1''=20' 0 VERT. SCALE: 1"=10' "" "" 4+50 I I ( I / I I I I I I I () / I I / I I I ' � ---.--....- ./ - / 75 70 65 60 55 - 50 J'- w J 45 0 J 0 40 w 35 30 25 20 15 m m 00 0 "" "" 4+60 --1 I I I \ I I t i 20 ' LINE PR-A .... .... 1-­ ....J z :::! 00 <( "' D:: 00 1-- ai >-D:: � > 1-­ oz u<( en a:: Cl (!) z ....J z ....J REVISIONS 03/14/2025 BID SET C 2025 Midwestern Engineers, Inc. 802 West Broa�way Street I' 0 Box 295 Loogoore.:. lndi,ma 47553 DATE MARCH 2025 DESIGN C.W.R. !. B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 6 6 OF 29 I FlLE NUMBER I 44604 Do Not Use Plan Previews for Take Off

• - 47 47 - 46 w " � z 0 JI i C w z J 0 < � '-' J > 0 <{ 0 '-' oc oc 44 � w � > w 43 0 - z 42 �· - 42 > " < I �'-' � <� �z :;:� ---- � '91 £;� " �� � ---- ro .__<j �· N "' .o u -� .. "w � � 0� � ow -� .. Cl "" � <� 8� oc00 '-'<) �- .� 55 , 0 <c ,,,...--�- / ', \ I I I '- j ----� I I I I I I I I I I I I I I I I I I I I i � I I I I I L I I I I I I I I I I I I / I I I I I I I I I I I ' I I I \ \ ---- ' '- '- \ \ \ I '- '- --- '- '- \. '- '\ N \ 01 \ g // j; _ _ , ,,,, ✓ \ I r=-::::===-:":-,-, '- / -- ET XO. BPEO WH EELRD PDOULREI N G R I C N E O S V N T E S A T T L M L R E U 3 N / C 4 T T T I R O OI N N P R O A F P Inv: 439.49 441 L :;: INSTALL 35' OF 12" RCP PIPE •• �,---�� GRDE T ICI @-1.00% A WI H - FE LXAI SRTEI ND GE NF LDOSWE CL TI NI OE N S I N - ', I N@S T1A. 0L0L%35G' ORAF D1E2"WRICTPH P I P E FE LXAI SRTEI ND GE NF LDOSWE CL TI NI OE N S I N "' N "' 0 c-- c-- ro <O 0, - oi - "' "' "' "' "' "' "' "' 5+00 5+50 --- 1 \ ------ ------ I r, \ I / I I / / '\ I l 11 TENNIS COURTS '-, / -- / ' / -------- ------------- 440 "' ro - "' ci - st "' "' "' 6+00 --------- Pl"6+45.39 11=5.9878 � R=500.00 $ T=26.15 � L=52.25 E=O. 441 I "' = -- G/1!1 - Woe --- EX. GRADE ' c-- <O N "' 0 - ""'' ""'' 6+50 J I I J J . • "fr +"' N SOCRHT OH OSLP CE ON CR EP RO RC AOTUI ON TN Y 74-02·32--300-060.000-001 441 SO" 34' 40.12"W 278.71' I I / / I 7 1L- 0I N2C- . 3O2L- 3N0 3r . ,-10E2M30'0R0 0j A- 0L 0 1 PROP. GRADE. 0:139% ' - 0, <O <O "' ci - ""'' ""'' 7+00 - 0, "' "" '' I I \ \ 0,-"' "' 7+50 I I I t I I I I ,,,, I / I I I \ I \ I \,_ I' I / / ---, 11 I ,_____ I I / / / / / / / -----------...._ ,..-,/ l I ---- I I INSTALL NEW SIGN, R1-5 ,,.- ...-- -- W11-15 ANO W16-7P __ -� �::L�NEWSl;N�, / - ----✓ [Z)_._,,,./ // r IRNESFTEARL LT OC RTOY SP SI CWA AL LDKEMT AA IRL K, SI NHGESE T 5 RI NESFTEARL LT ON ETWY P1I 0C' APLA DV EE TDATI LR, ASI LH E E T /3 IDNESTTEACL TL AABNL EA DWAA CRUNRI NBGRSAUMRPF WA CI TEH. REFER TO TYPICAL DETAIL ON SHEET 4. ,.- / I ! \ I 1 \ 1 I -" - . - 'r " LINE PR-A --•-- - I t ) I I � STA: 9+19.55 END PAVEMENT TIE INTO NEW PAVED DRIVE a: 2::-9-22/4 -,- 4' - - c-- "' 0 "' 0, 0 "' 0, "' <O 0, - '" '" "' "' <O c-- "' "' "' "' "' "' " " "' " 8+00 8+50 9+00 I I I I I / CP-8 '1-)'I I N5/:B1in0.4R5E77B2A.9R7FLUSH / _ -:-.J E 2978621.61 / "' ' I " I / J l "" I I I '-,r-"'---'�--, +30 } WCL =AS 2 S 0' I DRIVE _ -447 / " I� ,,.. ______ INSTALL REMOVABLE PIPE BOLLARD 75 70 ' 65 - - 60 ' STA: 9+40.36 BEGIN PAVEMENT 55 ' TIE INTO NEW PAVED DRIVE ' , ' "o - � - - - -- ' . 35 30 25 20 15 <O "' "' - 0 - 0, "' 0, "' "' "' HORIZ. SCALE:1"=20' c-- c-- "' <O "' "' "' "' "' VERT. SCALE: 1"=10' "' "' "' "' "' " " 9+50 10+00 10+40 LINE PR-A '<I' 0 � z- = 00 � ::l I- 00 ii:: 0 wZ > 18 � (/l (!) 0 z z ...J REVISIONS 03/14/2025 BID SET C 202s Midwc.,,tcm Engio...ers. Inc. 802 West Broadway Sm.·ct P.O. Box 295 Loogool<.'e. Indiana 47553 OATE MARCH 2025 DESIGN C.W.R. (_ B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 7 7 OF I FlLE NUMBER _ 44603 29 I Do Not Use Plan Previews for Take Off

l 0 � 5 0 0" J 0 J 0 u w' "' � 5 � I � � �� � �� ----� Q �,�� � ,�t:3 � �'° � : rnO � - 1ij� � �a� < ... ow <-J � �"• � <• >0 gg .- 00 u< ·� C N 55 , rn <o -�-�-r----------------������---��--��--;c�-- ( / I I I I \ ,. tA",� I \ I , I \ \ \ \ \ \ I \ \ \ \ \ I I I I \ I I ;' ' ' 'I \ \ \ '%<' 1 I I I \ \ \ 0·" <u <u " \ \ 47 - 47 46 46 45 - 45 44 44 43 - 43 42 - 42 41 0 - "° 00 0, "' N N "° "' "' 0 "° "° "° V "° "° "° V 10+40 10+50 \ /� \ / \ // \ \ / '%- l / \ \ ---------- \ I / \ I I I I I I / I I I f I / 'l I I I / � I I I I I I I 1 1 I I I ; / 1 I I I I l I I I I \ I / / / / 8 I I I / I+ I I I 1=10+42.73 1 := / I I A"'85.55 29 ' / / / I R=100.00 / / I T=9_7'52 I I / I I I I I I I I I f / / / / / ,- / / / t,;,1'49.32 / "' / I ""'ll-/---,,. / '1:"'116.:14 / / 6 / / / �; I I I - ' "° . _,,, - ,, _,,,,- ✓ . - I 1'::::-----�---- / / / / RAU, DAVID J 74-02-32-300-048.000-001 <O "' 0 "' N ""°° """°°' 11+00 I I - ' p /- \ // \ 0 <O 00 .. <O 0, - "' "° V "° 11+50 \ I I I \ \ EX. GRADE I I I I I I \ I \ I ' I " \ \ \ \ I \ I \ "' � �� ' "° � ' "' - - -"' "' 00 0, oi ""°' "' "° 12+00 �d+ ,- -, -- / \ \ - / \ - \ • 7 4 - 0S2C- 3H2N- 3U0C0 -K0, 5G3 .R0E0 0G- 0 0 1 � ' " PROP. GRADE ' 2:-86% ' - -s---. - - E TOX. R S E T MO A R I MN PIPE ' ' "' "° 00 0 .. "' .. 0, 0 ro "° <O "' "' "' "' "° "° "° "° 12+50 13+00 ---- \ \ \ \ • 6'¾ ' ,-, n I@N S3T. 3A2L%L 2G4R' oAfD1E2 "WRI CT HP P I P E FLARED END SECTIONS "' <O <O m 0 0 "' "' V "° 13+50 - " "' " _.., . '- LINE PR-A suHRHEINR1cH. --- "\� � ( 7 4R- 0O2B- 3E2R- T3 0B0 -&0 5M3A. 0R0 Y2 - 0T0 1 \ I I \ \ I I -- - 0, .. .. <O 0 <O ""'° "' "° 14+00 � ' - I l I I I I I -- I ...... __ \ '; I ,, I I '- --- ' \ '_I I " �- I 1 1 il l � R � I \ r i / / \ \;/ I I I \ ·1 I I I I I \ _ \ /r E/< SANITARY I I Q '1LEANquT I I I \ \ I I I I I I I I I I I I I I I I I I \ I I I I I I I \ I I I \ I I I I \ I I I I I \ � \ ,,,. 1 J ", -- -..... I --..... ,,,,,. '--- ' / I • - SUHRHEINRICH. -- __. \ ROBERT B &MARY T \ 74-02-32-300-05a001-001 '- - . "l0°o "° N 0, .. - I \ I g I • I I I I I I I I I I I I I I I I I I I I I I I \ \ \\ � . "•' - - 00 0, "' 0 "' "° HORIZ. SCALE:1"=20' "' "' "' "' VERT. SCALE: 1"=10' "° "° "° "° 14+50 15+00 00 m "' 0 - "' ""°' 7 "° 75 70 65 60 55 " w J 45 (3 "' J ;= 40 oc w> 35 30 25 20 15 15+40 LINE PR-A • � s:t 00 s:t ;:, I-..J < z ..J . ..J co u <( It) < a::: co .... E--- I- co >- 0 w z a::: z w < " UJ 0 > I- 00 oz � (.) <( 0 (/) a::: 0 C) z z � ..J 0 0 (.) z E--- REY\SIONS 03/14/2025 "' -; E u, t:! '2 ;; -e Noc �" 'f, � c o ; c , ; 1: <( z <( l5 z - z :::, 0 u a:: w u z w BID SET CMit2l0w2esstem Engins,er:;. Inc 802 West 13ro3�way Strec1 P.O. Box 295 Loogootee. lndiam, 47553 DATE MARCH 2025 DESIGN CW.R. !. B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUI.IBER 2024079-00 8 B OF 29 I FILE NUMBER I 44602 Do Not Use Plan Previews for Take Off

47 46 46 45 0 w 45 - � z 0 • - JI \1 - " 0 w z J a • e " J • 0 " " �' w � > 44 44 43 43 0 42 42 !1 41 " 5 � �,, clm" \() � i " � ' Q ........ �g Q �rn� � ........ i?.i� - '-'ll � � •• QI- < � Ow � a::o: .. Q -� t.i >0 ::i: 8� .-, 41 "' "' "' N C'1 0 - "' - .., - C'1 C'1 C'1 C'1 C'1 .., .., .., .., 15+40 15+50 00o< �y .� ••, . •• - C'1 ' ' - ' -" '-% --+--- ' ' "' "' 0 � ci - C'1 C'1 .., .., 16+00 NORTH SPENCER COUNTY SCHOOL CORPORATION 74-02-32-300-060.000-001 SOCCER FIELD 1,60 , "' "' "' "' "' 0 N C'1 .., .., 16+50 ' I 0 �� I I I EX. GRADE N "' C'1 - "' 0 N C'1 .., .., 17+00 ' ' ' !- PROP. GRADE - "' � N oi 0 N C'1 .., .., 17+50 INSTALL NEW 10' PAVED TRAIL REFER TO TYPICAL DETAIL, SHEET 3 ' I 6 ' ' ' � � C'1 "' ci ci C'1 C'1 .., .., �<::i X ,:,/J--� ------ "\. - ' - \ ', , STA: 19+00.95 '- ENO PAVED TRAIU \ s,'l- ' ' ' ' \ '- '- BEGIN PROPOSED BRIDGE " " " "" � ' ·cg.. " " ' .... ' , "' ' - Q_ ' - :gz o/n I ' STA : 19+00.95 END PAVED TRAI L/ BEGIN PROPOSED BRIDGE "' - "' "' 0 ci C'1 C'1 .., .., / "' "' "' C'1 oi ci N C'1 .., .., 18+00 18+50 19+00 0 NORTH SPENCER SCHOOLS 74-02-32-300-037,000-001 X. POWER PO 0 BE HELD DURIN CONSTRUCTION STA: 19+41.75 END PROPOSED BRIDGE/ BEGIN PAVED TRAIL PROPOSED BRIDGE N "' " - - v, 0, 5 . "' ' ' ' W--0 STA: 19+41 75 ASPHALT PARKING LOT ' ' END PROPOSED BRIDGE/ ,§: BEGIN PAVED TRAIL ,i'.' N "' 0 � - 0 C'1 C'1 .., .., 19+50 - 9' ' I ' ' 0 � 0 "' 0 - C'1 C'1 .., .., 20+00 � ,"1//AJ ' "' "' "' f'-: HORIZ SCALE 1":20' "' M VERT.-SCALE: 1""10' N .., .., 20+50 0 0 N "' 0 - C'1 C'1 .., .., 70 65 60 55 50 0 45 JI 30 25 20 15 10 20+80 LINE PR-A st st 1. -J z .J CX) � .., CX) a:: ... I- CX) >- 0 a:: z w > 1oz (.) � en a:: □ (!) z.J 0 (.) z .J REVISIONS w � " rJ) ;:;, < ...:l u < z < rJ) � 0 z � 0 E03/14/2025 "' .c <( z<( 0 z >- z ::, 0 u a:: w u z w ti) BID SET C 2025 Midwe�teni Engineers. Inc. 802 W.:st Brm,dwuy Street P 0. Box 295 Lougoo1<:e. llldiana 47553 DATE MARCH 2025 DESIGN C.W.R. I__ 8.D.H. DRAWN M.M.C. Q.C. CHECK R.A.8. PROJECT NUMBER 2024079-00 9 9 DF 29 I FllE NUMBER I 44601 Do Not Use Plan Previews for Take Off

0 �z s • \10 z0 a u �00 "'� N J 0 u z 0 s � ·� � \31 <r�� � ' ..,__ �i) 0 �I �� ..,__ C C/ �N .o u .. •rr: = � �t � � gJ "" � Cl ", � >0 OU oz 8 �' :E':,l 5N ££ 0 • -� 46 " 46 45 45 0-JI 44 " w J < u m 44 J < u • 43 w > 43 42 42 " 41 41 - 0 0 cr, 0 - "' " ""' 20+80 00 + � N •4-1.oA "' ro " cr, 0 - "' "' " " 21+00 ;,2 P AARSKPI NH GA LLTO T FER TO TYPICAL DETAIL, N+N IWN S1 1T-A1 L5LANNEDWWS1I 6G- N7 PS RDI WN E E S A F T T R A E A N I R L L IN L T O GO DN E S T ST U Y H E R P E C I F C E T A T A A C LB 4 E L . . E ------ ' ' LINE PR-A N89° 58' 52.10"E - :::,- ------ ef'bu»w ROAD 1600 N 7�-:,. �11 ' EX. GRADE ' " cr, ro - 0 N "' "' " " 21+50 IPNI SP TE ABLOL LRLEAMR DO V A B L E ES NT AD P2 A2 +V4E2M3E8 N T MIRNEASFRTEKARILNLTGOCSRT. OY SP SI CWA AL L K EAGt:INN2T2PO+A6 V2 .E3M8 E N T ' ' . "'"' - TIE INTO NEW PAVED DRIVE ' - ,0 cr, 0 "' - N "'" ""' 22+00 \ ' \ \ -"' N "'" I I / /4 I I / / I / / A' / I / 1=· N O7R4 -T0H2 - S3 2P-E3 N0 0C- E0 3R7 S. 0C0 H0 -O0 O0 1L S I I / I I I � INSTALL NEW SIGNS, (L] W11-15AND W16-7P ETNIEDINPTAOVENMEEWNPTAVED DRIVE I 00 + C') N ITNI SE TI NA TL LO CNREOWS SP AWVAELDK D R I V E MRD EEA TFR AEKIRI LN, TGSOSH . TE YE PT I C5A L C + W 4 L = 8 AS 2 S 8' I DRIVE \ i1 ' Pl l l==S2. 39 +2 2 9 R=100.00 T=S.17 L=10.34 \i� l o,�•�43�3�9. �0�:--:;:::::c:::::7 '--.._ -.._ IRNESVTEATL ML E1 N/ 2TTROINP ROAFP ""' N""' P IAPlElBDOELTLEACRTDA B L E NRI NT GO ST UY RP IFCAACL4E . TIE INTO NEW PAVED DRIVE '- ' E TS N I T E D A I : N P 2T A 3 O + V 0 E N5 M E .8 E W 9 N PTAVED DRIVE ' 0 ' " "" ' - ' UJ ' SBETGA:IN22P+A6V2 E3M8 ENT TIE INTO NEW PAVED DRIVE "" "' "' - N '" "' "' " " ( I ' ' ,,' "" 3 fas, INSTALL REMOVABLE PIPE BOLLARD IRDNEESTFTEEARCL TLTAOABNLT EYA PDWI ACA ACR LUN DRI NEBGTRASAI ULMROPFNWA CSI TEHH. E E T 4 . -"' - . - 0 ,n N "' ""' ' � w Ga PROP. GRADE " - ' ' ' 0 ' F@I NL SA3TR. 6AE7LD%L E2GN0 R' DOA DSF EE1 C2WT" I IRTOCHNPS P I P E IN EXISTING FLOW LINE SB ET GA :I N2 3P+A3V4 .E2M5 E N T TIE INTO NEW PAVED DRIVE "' 0 ,0 "" "' "' "' 0 " ,,i ,0 "" "' "' "' "' " " " " �' ' 22+50 23+00 23+50 24+00 / I I \ \ � Plll==62.43+44802.79 TRL =�= 33 7B3'.5i5:. 80e -0 - w 00 +I() N � NORTH SPENCER COUNTY SCHOOL CORP 74-02-32400-056.000-001 CP-1 5/8in. REBAR E N : : 2 1 9 0 7 4 9 5 9 4 6 4 6 6 . . 4 9 5 3 � INSTALL NEW SIGN, R1-5 \ ) cR0 (NSTALL NEW ;IGNS, -.... W11-15AND W16-7P ..__¾J r:71 INSTALL DETECTABLE ......._ LLJ / WARNING SURFACE. ��-�'.. T!00E INTO NEW PAVED DRIVE + CD N != STAL 0 TYPICAL D C +1 L 5ASS I DRIVE ' �.i- -..... -... . ',i � J REFER TO TYPICAL :• . (-!} DETAIL ON SHEET 4. � _ _ _ _ _ _ _ _ INSTALL REMOVABLE rl--+--+----,.<\\-"', W=28' f----'-=- I- ----- - .. _ PIPE BOLLARD "' 441 w -- 0 ' N - . '- 442 � S89' 35' 36,79"E � ...,. .. ------ --.... 376.65' t;,.� ' =�.. �--,-,--� "" " '- '- ', \ ', ', ) I INSTALL NEW SIGN, R10-15R ' " , ' N ' ESNT DA : P2A5 +V7E3M. 6E1N T ' ' TIE INTO NEW PAVED DRIVE ' ,69"/4 - -,-- ' ' ' ' ' ' ' ro "' ,0 ro cr, N cr, 0 0 ro " "" ro oi 0 cr, - ci "' "' " "' " " " " " " " " 24+50 25+00 25+50 - - " - ,' A ; ro "· ""'' -"" -"" 26+00 CATCH BASIN ' E ST N I T E AD I : N P 2 T A 6 O + V 0 E N1 M . E 6 WE 0 N PTAVED DRIVE - ' cr, "" HORIZ. SCALE:1"=20' � "' N VERT. SCALE: 1"=10' s:I" " "" ,r, 0 "' 0 "' N N "" "" 70 65 60 55 50 " w J < 40 o� J � 35 � 30 25 20 15 10 w > 26+50 26+60 LINE PR-A '<t '<t 1- ...J z ...J <X) <{ I() 0:: <X) I- co >-0:: 0 z UJ > 1oz (.) <{ (/) 0:: 0 (!) z ...J z ...J REVISIONS r.r:, ;:) -<!!'. ...:: u � E-< w z r -<!!'. r.r:, " � 0 z 0 E-< 0311412025 < z < 0 z- >- z::, 0(J 0:: w z w "' BID SET C 2025 ,\lidwe.st<'m Engineers. Inc. 802 Wcs1 llroadwav Stf\>Cl P.O. Box 295 Loogootee. Indiana 47553 DATE MARCH 2025 C.W.R. / B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUI.IBER 2024079-00 10 10 OF 29 I Fll.£ NUMBER _ 44600 Do Not Use Plan Previews for Take Off

48 - 47 47 46 0 w ' " 46 � I z b s - .. ,11 %1 - " 0 w z J 0 < " u u J � <u " � " �' w N > 45 45 44 44 - w 43 z 0 " 43 m 42 " 0 '" 0 en N N " " " " " � " s - \(JI � �- �z �. i::i �© � � Q ::! 8,. "' " .., � � -a = --91 �� <, ,a .. -� < "' ow � " i;w .. 0 "� <> 63 oz 42 26+60 .- 00 u< >Y 5N 5c " .<c NORTH SPENCER COUNTY SCldOOL CORP L1-!�=77J�!:!l- l 12t •i•i 32-400-056.ooo-001 ASPHALT PARKING LOT 0 N INSTALL NEW 10' PAVED TRAIL REFER TO TYPICAL DETAIL, SHEET 3 \ \ \ \ \ \ \ \ \ I I I it \ I I I I INSTALL NEW SIGNS, , ( W11-15AND W16-7P INSTALL AN ADA CURB RAMP WITH DETECTABLE WARN1NG SURFACE. REFER TO TYPICAL DETAIL ON SHEET 4 INSTALL REMOVABLE PIPE BOLLARD LINE PR-A - ' S89° 35' 36.79"E _ .:::--:. _ 37�<,,' � " / en "< <i. ' 0 o. • --- I STA: 27+95.29 END PAVEMENT REMOVE EXISTING CURB AND TIE INTO EXISTING SCHOOL ENTRANCE DRIVE 0 m .. N "' - ... "' N '" ei '" " " " .. " " " " 27+00 27+50 / / I I I I I I I i / N ... ' - -· ,, / " en '" en " ;j " " " .. I I 28+00 -, / / " / I .._ -_.., w u z �- f- :; z w, < : ( ...J "' 0� INSTALL CROSSWALK MARKINGS o'lo I I / / I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I \ \ \ ; I I I I I I I I I ' / __.___L__ I I I I <f; I / INSTALL 1/2 TON OF / REVETMENT RIPRAP I ilf2D.oooo R"50 00 T=B .ll2� l=17.45 "�o. / INSTALL AN ADA CURB RAMP WITH DETECTABLE WARNING SURFACE REFER TO TYPICAL DETA!L ON SHEET 4. STA: 28+43.62 BEGIN PAVEMENT REMOVE EXISTING CURB AND TIE INTO EXISTING _- . . - "' -- TRANCE DRIVE - ' . . • ' -:-aW/4 :5--4% \ -- _, T ' • UJ STA: 28+43 62 BEGIN PAVEMENT REMOVE EXISTING CURB AND TIE INTO EXISTING SCHOOL ENTRANCE DRIVE ' I . I ' " "' co 0 " en " " " " 28+50 \ Inv: 443.50 -- • , a. 80" 49' 321" 19 77, ·- Inv: 444.75 INSTALL 29' OF 12" RCP PIPE @4.31% GRADE WITH FLARED END SECTIONS � N ---- Q. w-- INSTALL 112 T� OF Pl=-29127•32 REVETMENT RIPRAP A= B . SB 04 _c.;;=.c.::.;.c;=cc.:==' '8=50,00 TSS-!!7 t=7 73" ,._ E=0·.15 4<,, ' ' . PROP. GRADE INSTALL 29' OF 12" RCP PIPE @4.31% GRADE WITH FLARED END SECTIONS IN EXISTING FLOW LINE ' en '" <O ... '" '" - <O " <O en <O " " " .. " " " .. 29+00 29+50 EX. GRADE ------- NORTH SPENCER COUNTY SCHOOL CORP 74-02-32-400-038.000-001 _o..,....--- -0 + 0 C') 443 444 445 w S89° 4_1' 10.79"E �.��- �□ =-- 455 92:___---- - I I / _ _ ,------ --------- -/ / or- � - ' ' .• ' -,- ' '" "' " m en "' m N ITT <D en " " .. " " " " " " 30+00 30+50 I I / I - / 446 LINE PR-A •- / / •-- - - "��---- --- / - = I 0 - '" <O <O ... " " " .. 31+00 - - __ 4A1I I J / .,. l!,,A'l..,. - - - / / I I I _ - - - - -445- -- ----446 ----- / I 447 _ • EX. POWER POLE TO BE HELD DURING CONSTRUCTION / ... N en N "' HORIZ. SCALE:1"=20' � ... ... " " VERT. SCALE: 1"=10' "<l" " " " 20 75 70 65 60 55 50 45 40 35 30 25 20 - - " " 31+50 31+80 10 0 20 b " w J < �" w LINE PR-A .., rJ'J .., ;=;i I- ,_j < z ,.J <( . u z CIC) <( <( .,, < Cl a:: CIC) z ... E-- - I- CIC) w z f0 " z a:: z < :, LlJ 0 > I- • rJ'J (.) oz � a:: u <( UJ Cl) a:: 0 (.) - (!) z 0 z z � ,_j 0 0 u z E-- REVISIONS 03114/2025 BID SET C 202s Midwestern Engineers, Inc. 802 West Broadwny Street P.O. Box 195 Loogootee. Indiana 47553 OAT£ MARCH 2025 DESIGN C.W.R. !. B.0.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 11 11 OF 29 I FllE NUMBER _ 44599 Do Not Use Plan Previews for Take Off

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