l w r 8 � � ID � " " 0 � fi: 0u5 :;; :;; " w i!i I " ::: ;'!(i �� ..it,,,��� -��o�V I Lle'-. - � � � ' tf 6' ,-,,.. .. � i\ '"�� 1 8 5 ?:, ..,.,,,, � ....... ,, .. FOR THE WARRICK COUNTY, INDIANA JUNE 2025 MAYOR CHARLES R. WYATT CITY COUNCIL JIM MILLER SHAWN RUSSELL MIKE WEBB SHERRIE SIEVERS CHAD PRYOR BOARD OF WORKS CHARLES R. WYATT SHAWN RUSSELL CHUCK CHILDRESS - CLERK-TREASURER PROJECT LOCATION TAMMY WINSETT-BORUFF PUBLIC WORKS SUPERINTENDENT JILL CARR ATTORNEY MARK PHILLIPS BOONVILLE, INDIANA N LOCATION MAP NOTTO SCALE BID IET Q<:i:; ;;;§ S '-l��.---------------------------------...=vic:ii:;;:;"c:------;::====================:;-;::::=======================:;-;::::=====::::;--;:===�==========;--.======,1 6 �\ � ::0REVISIONS ...........,,,,, COPYRIGHT IC) 2025 Midwostom Engineers, Inc. • 1111 QJjality Engineering Services Since 1959 �,,1 'I' W fl ,,,, � :.i :� u * '"' I O � < !; 8� • Consultants·Civil•Mechanical•Electrical PLANS CERTIFIED BY: {,,t,.gtJ. � 611212025 /t. '-.,._�, sr t ��¢ 0.s-\ Q 0 2� --- - - i No. 's ,; � � 802 Weit Broadway Srreet P.O. Box 295. Loogootee, IN. 47153 P: 812-291-2800 cu NT w. Roos REG. PROFEss10NAL ENGINEER PE11,00241 DATE 5 � PE11300241 .:; S PROJECT NUMBER 2020012-08 8 � 6809 Corpora1e Dnve • Indianapolis, IN. 46278 P: 317-334-0262 QUALITY CONTROL \� STATE 0, t:: j 6 i Fax: 812-295-2801 Email: mcinc@midwestemcng.com REVIEWER: ,� $ INOII\\.,_ .. �, FILE NUMBER 1 1 OF 10 I..;:; W1,faitc: midwcstemeng.co,n DATE �,,,tffONA\.'\: �,, isl_______________________________________ ___;:::;;==============================================� ��'="'='"=�=•=:::.:=====�4�4�q!q::::::=====::'..!:::=====:.J , . "' a. Do Not Use Plan Previews for Take Off
r WARRICK COUNTY COMMISSIONERS OLD COURTHOUSE 107 WEST LOCUST SUITE 301 BOONVILLE, IN 47601 812-897-6120 DAN SAYLOR: DIST 1 TERRY PHILLIPPE: DIST 2 ROBERT JOHNSON: DIST 3 WARRICK COUNTY HIGHWAY DEPARTMENT 555 ROTH RD. BOONVILLE, IN 47601 812-897-6126 ROBERT B. HOWARD, P.E. WARRICK COUNTY HIGHWAY ENGINEER/ HIGHWAY ADMINISTRATOR WARRICK COUNTY ENGINEER 107 W. LOCUST STREET COURTHOUSE, ROOM 208 BOONVILLE, IN 47601 812-897-6094 ROBERT B. HOWARD, P.E. WARRICK COUNTY HIGHWAY ENGINEER/ HIGHWAY ADMINISTRATOR WARRICK COUNTY SURVEYOR 107 W. LOCUST ST. COURTHOUSE, SUITE 206 BOONVILLE, IN 47601 812-897-6170 DENNIS WILZBACHER WARRICK COUNTY SURVEYOR INDIANA DEPARTMENT OF TRANSPORTATION 3650 SOUTH U.S. HIGHWAY 41 VINCENNES, IN 47591 1-800-279-5758 24 HOUR DISPATCH RUSSELL FOWLER, DEPUTY COMMISSIONER SHEET SCHEDULE 1 COVER SHEET 2 PLAN SHEET INFORMATION/OVERALL PROJECT MAP 3 DEMOLITION AND PROPOSED PLAN SHEET 4 & 5 GRADING DETAIL PLANS 6 TYPICAL DETAILS 7 TYPICAL WALL DETAILS 8 & 9 CROSS SECTIONS 10 MAINTENANCE OF TRAFFIC UTILITIES ELECTRIC: VECTREN /CENTERPOINT ENERGY HEATHER GRAVINO HIGHWAY 261 BOONVILLE, INDIANA 47601 PH: 812-897-0650 TELECOMS: AT&T. DISTRIBUTION MICHAEL HAYNES (317)252 -4007 5858 N COLLEGE AVE INDIANAPOLIS, IN 46220 MH2623@ATTCOM INSIGHT COMMUNICATIONS OF EVANSVILLE 1900 N FARES AVE EVANSVILLE, IN 47711 (812) 428-2477 TIME WARNER NEWBURGH BRENT RAFFERTY (270) 685 - 2991 PO BOX 21798 OWENSBORO, KY 42301 RODNEY.RAFFERTY@TWCABLE.COM WIDE OPEN WEST 6600 HANK AVE, EVANSVILLE, IN 47715 (866) 496-9669 HOLEY IIOLEY SAYS, "CALL BEFORE YOU DIG" (lWO WORKING DAYS PLEASE) 1-BOO-J82-5544 INSIDE INIJ'IW. 1-800-428-5200 FROM OUTSIDE IN� GENERAL NOTES: 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER, THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAD83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION 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 RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 5. 6. 7. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS, THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS, VALVE BOX ADJUSTMENTS, INLET ADJUSTMENTS OR RELOCATIONS, FIRE HYDRANT RELOCATIONS, ETC., THE CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH FLOWABLE FILL. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. EARTH WORK SUMMARY TOTAL PROJECT CUT VOLUME 212.0 CY FILL VOLUME 153.0 CY NET 59.0 CY CUT GAS: BOONVILLE/CHANDLER NATURAL GAS SEWER: WATER: BUTCH LESLIE (812) 897 • 2260 1425 N ROCKPORT RD BOONVILLE, IN 47601 TEXAS GAS TRANSMISSION, LLC MIKE NANCE 610 WEST 2ND STREET OWENSBORO, KY 42301 PH: 270-926-8686 CITY OF BOONVILLE VEOLIA WATER JILL CARR 117 E. LOCUST ST. BOONVILLE, IN 47601 PH 812-897-2118 CITY OF BOONVILLE VEOLIA WATER JILL CARR 117 E. LOCUST ST. BOONVILLE, IN 47601 PH 812-897-2118 REVlSIONS PRELIMINARY NOT FOR CONSTRUCTION C 2021 Mi�we:;t�m Engine<:r.,. Inc. 302 Wes1 Broadway S1n;-c1 P.O. Bo.� 295 Loogootce. Jmli:um 47553 DATE FEBRUARY 2021 DESIGN CWR DRAWN MKW O.C. CHECK PROJECT NUMBER 2020012-08 2 2 OF 10 I Fll£ NUMBER I 'IL/Cfl 7 Do Not Use Plan Previews for Take Off
• � 0 ,,• 0 z 0 • < 0 " :, ! � Q i;' >= -� " �I �o ---- -� � • :,: ,, V 09 .. �N � � N- � -o "� - Q .o '" -� � 8� §• ·�,> rO zw 80 1 ,< 0� 5N C " _, , . <• CONTROL POINTS Point# Elevation Northing Easting Description 11 408.63 1020244.08 2896053.75 cp 1/2in rbr 12 415.10 1020305.17 2895435.41 cp nail 13 422.82 1020190.58 2895880.73 cp 1/in rbr 14 429.96 1020210.88 2895633.49 cp 1/2in rbr GENERAL DEMOLITION NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL DEMOLISHED MAT ERIALS. THE DISPOSAL OF DEMOLISHED MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE AN D FEDERAL REGULATIONS. 2. THE OWNER HAS RIGHTS TO ALL DEMOLISHED MATERIALS. CONTRACTOR TO COOR DINATE SALVAGED ITEMS WITH OWNER PRIOR TO ANY DEMOLITION WORK. SAL VAGED ITEMS SHALL BE STORED ON SITE AS DIRECTED BY THE OWNER. LEGEND: □NEW SIDEWALK AND CURB N EW DRIVEWAY CONCRETE □NEW SIDEWALK WITH ELEVATION BELOW CURB (REFER TO S HEET 6 FOR DETAIL) l'·,::.·.:.··:·:·1• NEW RETAINING WALL AND STAIRS > ..... . . . . . NEW ASPHALT PA VEMENT .. .. ............ ... . . . . . � SIDEWALK AND ASPHALT TO B E REMOVED IN DEMOLITION NOTE: EXISTING DRIVES MUST HAVE ACCESS MAINTAINED DURING CONSTRUCTION I \ \ \ / BEGIN PROJECT 00 + CD " " "' "-- I AT STA 2+94 .,_. ( " \ • ------- / Carter, C�rles A & Doris J ) / \ 87-09-26- 0J!:j3J.,000-003 I )_ ✓ \'-- '---- 7 I \ "' 20 10 " ------- l ' ------- 20 I- ------- "-._ Cl) " ------- Cl) Cl) w 0::: "-- a.. ,/ J I "-- >- / -------o / // / EX. YARD LIG HT ------- 1 1 I� / - ------- " \ \ \ \ \ \ \ \ \ \ \ \ I I I I I 1/g+ I--------- " --\ \ \ \\ \ \\ \ \ \ "--- "-- \ \ \ \ \ I / / I \ I / tr' - ------- , \ ,�\ \ \ \ \\ \\ ", \ \ � \ \ \ I I I I \ \ I \ \ 10" \ \ I\ \ \ \ \ ) \�\ \ \ \ I I '\_ I I \\\\,\\ \ \\ \ ,\ \ "--- \ \ i \ I I I ' \ \\\1\\\ \, \ \ \ I \ \ "- \ \ \ 1 \ W\lli a"]s, Timothylc & Joyce A ' / / 8EGIN pROJECT \ \ / "' \ , 87 ,09-26-300-407 �00-003 I I \,\\ \\\ "s \ Heri'<!erson, JoS(!ph � \ \ \ \ \ ' 's ½EC L P" R1E1BAR EV: 408.63 " "' 00 + CD ' '- " -- '€!l.� + CD "-- I / «_ __ AT_ S_ T _ _ A2_ + _ 94_ _ __J .,- --.. \ \ I \ \ "' ' ' 87,0 9 6, 300-408�00,0\03 \ ' \ \ \ � .! I ,- ( , \ \ Hobgopd, Nathao A ' 1\ ) -- \ I l-2. "'\ ;'---. INSTALL CLASS J DRIVE - I Carter, C�arles A & Doris J ) \ \, \ \37 - o 9- 6 \ -3oo -4 0S\O\OO - oo3 "- PER IN DOT STD DWG \ \ \ \ \ 20 10 , o • 87,09-26-300-43.1.,000-003 / E610DRIV-02, SEE SHEET \ \ , f- ) ' /\ - �---Lf__/ 1 1 \ \ 1 \ '- �[g;ED i;�:�/;;,;iLs Ks �TA5+�1 35 ENDNEWRETAININGWALL 1 , '-- ([)_Cl) l INSTALL CLASS I DRIVE STA4+67.30 MUST NOT EXCEED 2% ( / - ✓ \ PER INDOT STD DWG END NEW STA5+14.40 NEW R ETAINING WALL L_ E610DRIV-02, SEE SHEET STA. 3+55.oo INSTALL NEW RETAINING WALL \ ;g STA. 4+78.30 '\\ I I I INSTALL CLASS\ DRIVE ------ (/) "-- ------- � 20 )) _ '---- 5 FOR DETAIL. CROSS �����N��i , WALL \ \ CONCRETE I BEGIN NEW \ I !, PER INDOT STD DWG ' "<O,. -----._ w 7 SLOPE OF SI DE WALK STEPS \ ' RETAI NING WALL I ' ' E 610DRIV-02, SEE SHEET I � I � ,, ,1 / MUST NOT EXCEED 2% / if ' \\ "•o "' , , I u' I , \L =-'I �:g:EDi;;:�Ec���i • "- "-- ]: / � " � N • w • "r . / --r-✓-- '' lls ;, r __.,,- � 11\ MUST NOT EXCEED 2% INSTALL NEW SIDEWALK >- - - ESMT MT�-,™,�-ESMT I ES M l'�- / ·-t---+-'l'-1 I J--m,-J ) \ ""- AND CURB REFER TO ❖ Es, � � M � --+-�SMi/ J¥�-1SMI gsMJ ::ir l D ETAILS ON S H EET 6 (_) ( I I \ ! SMl \ • .t. l ESMT .. ;•�:;•�·�:··_•;._;.·- ..__ "" - - � �=��:J'f�:11�1fd ,___ ,,_,__+-,,",'_+t-�II -._ 4 10 STA. 5+72.74 '•,· ••• X<. - iii ,r, ---f· \ \ 15.2' � , ,\>• \ I " N 14.1' • �• J INSTALL NEW SIDEWALK 1 1 , • 1 �---� , 1 -r-·--h ELEV , . 408.63 I I I AND CURB. REFER TO ./ / I / STA 5+24 I/ DETAILS ON SHEET 6 / / 14 8' ) I \._._ --.____ --.____ - • 1 ~ l STA. 4+72 v· ,· CW LIADS T SH. · 11D1 �1VE / A , ••"' __ _ STA 3+10 -_ ..___ - --- ....___ � -- ---.. _ .......__ -- CLASS I DR IVE '-----,--' { / I CLASS I D RI VE - ..___ ---- -- ---- ---- ..___ - _ === _:::-- - --.._ � IDTH · 1 O' ---- � � ::. ---- ------ ---.._ ---..___ ..__ ....__ ----.____ ---- l -.!_ / I "' Wt DTH: 18' .__ ---.. � --- "'"" ---- "-.._ - --- ---.:=a;- .______ --.____ - I - --- -- - - - - - - - - - - ' w --<c::----==-- ------- - �----=:co,,.~ -- - -- '-...--- "'-- • - - ---- ---- - ---- ----- -_ - , - MAG NA I L �----- ------- .::: ------- --.!";: - c--... _______ ----- 7 -- { 1 - -...___ -----. -----. '--s '- -s --.____ --.____ -...___ '-,_ "s "-- ELEV 421 10 ' --s � � -----._ ---.._ -----._ • I" ------- \ REFER TO GRADING DETAILS ) I I \ \ \ / , / / QI N SHEETS : & 5 \ \ \ \_ \ ",,-- � CONSTRUCTION PLAN LOCUST STREET Main Street to Cypress Street REVlSIONS BID SET C 2025 MS Oi!d wWecs.1' \cl mI l rEo andgwj 1 1aevc rSst.rIrnecl . P.O. Ilox 295 Loogoole<:. lndii!llil 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKW/DRK Q.C. CHECK PROJECT NUMBER 2020012-08 3 3 OF 10 I FlLE NUMBER .</'-19'/ rg Do Not Use Plan Previews for Take Off
/ / BEGIN PROJECT AT STA 2+94 I / ,.,t,, 'V I / / FUTURE PHASE SHALL NOT BE CONSTRUCTED AS PART OF THIS CONTRACT / / I I \ LEGEND: □NN EE WW SD IRDI EV WE WA LAKY ACNODN CC UR ER TBE □N( REEWF ESRI DTEOWSAHLEKEWT I T6 HF OE RL EDVEATTAI OI LN) B E L O W C U R B r:·� :.. :<·• I NEW RETAINING WALL AND STAIRS r :: ..;:::rEW ASPHALT PAVEMENT �1 7 7 7 ] BS EI D RE WE MAOL KV EADN DI NADSEPMHOA LL TI T ITOON I ) N1.OTESE:XISTING DRIVES MUST HAVE ACCESS MAINTAINED DURING I I CONSTRUCTION. - - - / , 2. CONTRACTOR SHALL VERIFY GRADES AT TIE IN POINTS WITH ' 5 2.5 0 \ \ \ \ / --- -- \ / / I EXISTING INFRASTRUCTURE AND NOTIFY ENGINEER OF ANY / / EX YARD -- ,/' ,,,- ,,__.,.::.D :.:: IS;.:C.:;R;.:E.:;P.:;A::;N.=C.:.: IE:.:S:..;P.:;R.:;l.=O.:;R:...Tc.:O:...C;:.O.:.;_;N;:_S;;.TR:...U;:.C;:_T.:;l_;:O.:;Nc.. _________,-E / LIGHT / '-- , , , . ,. l ,__ Sta 4+45 481 ---- ,____, ,-,--'-,••---,s,,,,____ ___/ / I I ' ' L____:'-----:==:!��B�E�G�IN�N�E ill W '- / / ,- ESMr / ESMT---,w,-\--,w,t---ESMT---ESMT�--ESM1'--EsM,�--,,,,i---EsMr.�--,�,�--ESMT---�MTt---esm fl RELOCATED WATER METER / :i ""-. 7 RETAJNlNG WAL SAH / I � INSTALL NEW CLASS I ESMT ---;:; ESm---ESMct---ESMT---sss,�--EsMT---EsMr.t--- ___ / I ! \ / INSTALL NEW /' -�-,'=�� ESMT Es�tr--,w•---ESMTt ---EsMT--- CONCRETE STAIRS DRIVE PER INDOT STD DWG r:: / , ,_,_, __ESMT--+----1- \ Sta. 3+55 . 86 / Es..-r.1---EsMr+---ESMft---,M--->s,,,__,L!'. __ _ \ I E610-DRIV-02, SEE SHEET ... BEGIN NEW /7 rni,r ESMTt---ssm---ESMrt ---\---EsM,\---- 5 FOR DETAIL. CROSS , RETAINING WAL / // 1' t� '/ SLOPE OF SIDE WALK ----_ / I Sta 4+42.48 / ' \ / DRl\�,';';AY MUST NOT EXCEED 2% ;1/ '/ , , __ --'i1 IRE 'l LOCATED WATER I METER I. END NEW v INSTALL NEW BLOCK - P RETAINING WAL , / "'--E�_42f'10 J/ , - _ / / \,,,,- 5�• / . , 1------- --. r-- / ' / i RETAINING WALL. --- ___ , / _,,,,. /. � .d ,q EP 426.05 .f/ 0 REFER TO DETAIL L- - ___. -- -POWER POLE f'_ - / TW 421.50 421.22 � J 7&5Sj' 4 .d .d . • 0 4 /., fl j [� INSTALL NEW4"SIDEWALK ) I ONSHEET 7 -- - - RELOCATED ( • co /4 ..,. ..., -------f1 REFER TO DETAIL ON ,.,-- --- fK 1 /_ _':::==s�===='____,,.. -- - BY OTHERS \ ;:::1427 141 / "' ro • <1 r =--'cl"--- y,'.- - .!__, - l--..,, = - -- --,' a: 73%,�" • , , .- -- - - -- - -- 18.14' I / L i \ 6.00' � " 425.581 < RN -- 2 5;4-t' .... ., � <1 � / ,, •• � 6.9f% • .... -__.-' -- -- ";,.--"- ---_. - :· :--- / :424.17 ,,, TW 421.50""' 3.00' ,__ ...,1TC 4� 2 6.531 l '-EP 426.74 • p 426.40 , '--EP 426.80 O �EP 42640 '___ 0 INSTALL CURB TAPER ---+ - REFER TO DETAIL ON M SHEET6 V j*' o 425-561 j * o<: -1 / � ,cJ � /. .., ifoo· -� -- iw422.6sl ...- )- - 6.74% ••• R•·· RN/. • � _____._ - -- � ·8C! 4 ° 0 � �:-i ,d--'· _- 1 �o • ..; ,,....: u, 0.42% � � - -- / __.. � �® . . ___. -- ...,ll� \ <1 /-!/ 1 .::u.2B' -<1 ( ,, 1 420-88 _/ M '\....l420.so' 12 .62 ' <l �t, �'-f4 19.79I ITC 4254� MD' //TC 4 25 . 51 1 � ;:��'. , A;: • /,.,,-iTC 424 .03i /� t - I ;-1TC 422.581 e j_ 4 ,l , �18 i:js ,. /#lb ✓-1 1•• • • • • +I• • • * • • • • + --.-- < ' • t ' • I • -/ 20.95' / I§! ' 6.77%.. \ -1_., .i'l <=C'7'!,c,.a'j � L!} � :: L!} 1/ � � q , • + • • . , • • • .. • ._ .. • �ES,82%• •·•"' .. •, :�·•·� ... ,- .. �.,•·•I• • -�•.,, - _,. 1• � , 2629, c� ITC420 8� •"1 1.50% I / TC 420.73I\ � .:1 <-1 .--.tl. 1 ...: 419_721 EP 425 36 EP 425.36IIDNNESDTTRAAI I LLV LEONNAERSWEHAE6 " E SRT I ED6 FEEWR ATL OK IRSNHESFETEEARTL L6T OC UDREBT AT IAL P OE NR \ \ w z \ I I \ Si I M TW42M3<;:: TW 420.83, - '"13. 0 - -- / 8.00% ,,,,.,..- 16.95; _,,,,..- -----�1418.43 <' 8.85' 417.73L.i 4 r" , � �I� / � � jl 8.Q0"• <J I418,36h �."' � � , _ ,£0 J\I 417.66, , 1"6. ' <J .,- / �I.AS' ,. � 5 2.5 -· L- , ' 0 5 N z r-- ::5 'SI' 0. +< 'S ( !' I UJ w II ( U / J ) ( ( / / ) ) z-_J I1- I z UQ �o � fz 0 u PLAN 1 5 Main Street to Cypress Street REVISIONS 06/12/2025 BID SET C 2025 8M0i2r t wWce, ;s\ te mB r oEandgwi naeye rSs t. r Ienect . PO Bo� 295 Loogootee. Indiana 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKW LDRK Q.C. CHECK PROJECT NUMBER 2020012-08 4 4 DF 10 I FILE NUMBER I 'I '1996Do Not Use Plan Previews for Take Off
= I Grade inters.ect point E )d( irsi tvien g -6� (rn7nj ___.,. .. • •---<; .;.,I I �(max.} -'--�------<' A,B Et oq us iuvraf laecnet in place NOTES: 1. SLeeegeSnt;d;i.ndard Dr<1wing E 610-DRIV-13 for General Notes and <1ddltional @ SstedeewStaalkrtdealervdaDtiroanwtirnagnssiEtio6n0-dl·eStDaWilsK. ·Ol or E 604-SDWK-02 for 3. see gutteSrtaCn01d1anredctDior!a1wdientgasil.E 610-0RIV-03 for concrete curb and 4. see Standard Drawings E 610-0RIV-07 for PCCP Joint �acement detail. 5. TPayvpeemI!eInAt. shall be PCCP for Approaches, 6 in., on subgrade treatment @ See Standard Drawing E 610-DRIV-08 for sections A-A and 6-8. 7. 5ee Standard Drawing E 503.(:CPJ-02 for longitudinal joint details. LEGEND �"' Width of sidewalk J_ torR/W _.__..,.___ ------'- ---- 00 = Distance between back face of curb to sidewalk. 00 = Distance from front face of curb to 'it or R/W. Doc Sidewalk elevation transition. 9 Sidewalk 18 1/2" preformed joint filler Monolithic curb A,B PlAN VIEW GENERAL NOTES These notes apply to Standard Drawings E 610-DRIV-01 through 12. If a PCC? apprOi!ch Is Cass Ill or Oass IV, the radii shall be constructed uslrig ear constructionType C as detailed on Standard Drawing E 605-ERai-02. When R/W llntehe, tmheaxaipmpuromaachppgrroaadcehogfra±d1e0%of s±h1a0ll%exdtoeensd nboetyomnedetthtehe grade of the existing drive before the R/W to the point of Intersection with the existing driveway grade. Coristruction beyond the R/W !lne shall be done In temporary R/W. Torheouatpspldreopthrieateclepaipr e end treatment should be provided for pipes located either inside the dear zone zone. Tghr aed me s, 1 froi mr Tuymp easl gIe oarnc tdi cI IdIi fdf er irveensc, er ' l iOnr g1r1a%d e fsosr hcarlel snt oe dt egxrcaedeed a8n%d 1f4o%r ofeosr t esda gggreadd eg rnaodre s1 2f %o r f o r s a g g e d TyPes 11, IV, and V drives. @ T4 0h0e trrnu! nc ikms upme r ddrai vye. w Iafyt hpea vt reumc ek nttr asfefci ct i oc onus nfto ri sOg;r; ies sa tlelrl , t hI Va n, V4J0a0npdeVr IdI aDy ,r i vt eh es rhe; ;qi vuei rbeedepn adveesmi gennet ds ef ocrt i o n �all be as shown elsewhere on the plans. 11. see Standard Drawing E 610-DRIV-!4 for shoulder treatment at driveways. @ Curb RilmpType H, as shown on Standard Drawing E 604-SWCR-09, when the approach is signalized, osirdeawsaildkeiwsaaldkjaecleevnattitooncturrabn.sition as shown on Standard Drawing E 604-SDWK-02 shall be used when @ When X Is equal to or greater than 2 ft but less than 6 ft, either a Curb Ramp Type G as shown on St;mdard Drawing E 604·SWCR-09, when the approach Is signalized, or a sidewalk elevation transition as shown on Standard Drawing E 604-SDWK-01 shall be used. @ tWhehecnurXb IhseeigqhutalIstoinoerxgcree.sasteorf t6hainnch5efst,. n-o curb ramp or sidewalk elevation transition is required unless @ o E D r m r a W b w a it i n h n k i g n m E t e h 5 n e 1 t 0 o s b - lo P s p R tr e A u s P c - t w i 0 o i 4 t n h . - i f n r O e tu e h t e s z i o d m n e a e t i n h fo l e in r d e 3 e R d a e p r a r z o r o j zn e o e c n t s oe r s f h t o h o r e u n l o e d b w b s et c r o u a n c s s t i t s o r h u n o c - w f t r io n e n e i / n r r o e th c n o e e n , t s a t t h b r e u le c e t o i m o n n b S a p t n a r k o n m j d e a e c r n t d : t 5 slopes should desirably be 4:1 but not steeper than 3:1. @ H c - earth cover over culvert shall be 1 foot or greater. � 1/2 in. preformed joint filler i § l Mo rocnoonl i rt el 1 tI ce ccuurrbb faonr dP gCuOt't eAr pf op rr oHaMd 1Ae sf o r Approaches. !ID Longitudinal joint !El Concrete sidewalk lfil tFoo rs ut yr pf aec ea Oi nO pt hl ai cc ek n, essese epql auni vsa. l e n t � Keyway construction joint LEGEND 00 = Distance between bcldc face of curb aOO sidewalk. ftll = Width of sidewalk �P(O> -Curb ramp, if signalized, or typically, sidewalk elevation transition. � Curb ramp or sidewalk efevation transition section view. \_Sidewalk [gJ Utility Strip INDIANA DEPARTMENT OF TRANSPORTATION 1/2" preformed joint filler ClASS I DRIVE Monolithic curb 1/2° preformed joint filler SEPTEMBER 2012 STANDARD DRAWING NO. E 610-DRIV-01 /s/r[tjc/iaraL. %nCiea11e 09/04/12 SUPERVISOR, ROM:!WAY STAIIIDARDS /s/'Mark,;4.. 'Mifkr 09/04/12 CHIEF ENGINEER . , � � 0 •< ; Travelway paved shoukler Travelway paved shoulder Edge of trave1w;;iy TYPE I, II, Ill, IV, VI AND VII DRIVES NOTES 1. TEh6e1p0a-DyRliImVi-t0s1s,h-o0w2,n-h0e3r,e0o4n, g-0e6nearnadlly-0a7pprelysptoeTctyivpeelyI., ll, Ill, IV, VI and VII Drives as shown on Standard Drawings 2 . 8A pf opor ot aocr hwAi dr ee ar p• aHvMe dA tfroarv eAlpwparyo as chhoeusl doerr Pt oC Ct ?h ef or irgAhpt porfowa cahyeos r. Tp rhoips ear tr ye al i nt yepoi crawl l yi t heixnt ean fdeswf rfoeme t tohfe teh ed grei goh ft aonf wWahye roer tphreo pt rearvt ey l lwi naey wphaev reed t shheo nu el dwe rdwr i ivdet hmies el tess st ht et i agnr a8d ef e oeft , t ht hei se xairsetai n wg i dl l rbi vee ,mdeeapseunr ed di n gf r oomn tt hhee seidt eg-es poe cf itfriacv ceol wn ad yi t .i o n s . 3 . To r r apnr os ipt ieornt y Al irneea t-o aan peoqiunitv oa lne nt ht ep apvr eo mp eernt yt soewc nt ieorn' s t od r ti vhee we xhies rt ei n gt hder inveew. Td rhi vi se agr er aadtey pc iacna l lmy aetxcthe nt hdes ef rxoi smt i nt hg ed rr ii vgeh t gor fa dwea. y INDIANA DEPARTMENT OF TRANSPORTATION DRIVES GENERAL NOTES AND LEGEND SEPTEMBER 2010 STANDARD DRAWING NO. E 610-DRIV-13 /s/tf?jc/iartf£. %1rCfeave 09/01/10 DESIGN STANDARDS ENGINEER /s/:Marful.. 'Mifkr 09/01/10 CH!EF HIGHWAY ENGINEER DESIGN STANDARDS ENGINEER [Yl=!RJ+�+ 1'-1" min. X = Oto <6'·0"@ +8.33% max. grade 45° l 1/2" 7 l 1/2" Class I Drive - 6" PCCP on subgrade treatmentType IITA Oass Ill Drive - 9" PCCP on subgrade treatmentType IIIA SECTION A-A IYl=OO+ftll+ 1'-1" IB] = 6'-0" min@ +8.33% max. driveway grade .... ' ..• Cklss I Drive -6" PCCP on subgrade treatmentType llIA Class Ill Drive • 9" PCCP on subgrade treatmentType lllA SECTION B-B NOTES: @ Thheeiglihmtsit, sthf oer liXmaitrse fboar sXedshoanll abe6"acdujurbstehde.ight. For other curb 3. See Standard Drawing E 604-SDWK-01 or E 604-SDWK-02 for sidewalk elevation transition details. 4. See Standard Drawing E 610·DRIV-13 for General Notes. vlt.orR/W 10'-0" Max. grade 14% up or 6% down 6" min. Max. grade 15% up or 14% down eMxei es tti nggr addrei v eo f 50:1 max. sidewalk slope m2a%x . ugpr aodr e 6% down ftll= 4'-0" min. I Max. algebraic diff. (J) 1r e/q2u" ipr erde f owrhmeendejxoi si nt itnfgi l l edrr i v e is PCCP ie.orRMI 10'·0" Max. grade 14% up or 6% down Me xei setti nggr addrei v eo f Max. grade 15% up or 14% down 50:1 max. sidewalk slope LEGEND 1r e/q2 u" ipr er edf owrhmeendejxoi isnt itnfgi l lderri v e Is PCCP �= Width of sidewalk (RI = Distance between back face of curb to sidewalk. [YI= Distance from front @ce of curb to It. or R/W. �"' Sidewalk elevation transition section view. C:::)= PCCP Max. algebraic diff. 0 eMxei setti nggr oddrei v oe f INDIANA DEPARTMENT OF TRANSPORTATION ClASS I AND CLASS III DRIVE GRADE PROFILES SEPTEMBER 2010 STANDARD DRAWING NO. E 610-DRN-08 Is! IJ?icliara L <vancteave 09/01/10 DESIGN STANDARDS ENGINEER DATE /s/'Mar{;!. :M.if(er 09/01/10 CHIEF HIGHWAY ENGINEER DESIGN STANDARDS ENGINEE REVlSIONS 06/12/2025 BID SET C 2025 M 80 i 2 d w \V e e � s 1 c t mB r E o a n d g w in a e y e r S s l . r c I n c c t . PL.oOo.gBomoxer2.9I5ndiana 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKWi'DRK Q.C. CHECK PROJECT NUMBER 2020012-08 5 5 OF 10 TYPICAL DETAILS I FILE NUMBER I L/ "I 9 C/ '-/ Do Not Use Plan Previews for Take Off
�' 0 � " g :z: " w ! � ,� ·� �o Q � o 0 "' ---1 "m N 0 09 �� �� �8 u .. ON � " .0 < � . " oW - Q .� \al -" "" :I! �� zu 80' �· 0� o"I %� < C 0w :a; 0 a:: LL wa:: 0.. w _J _J LL z 0 7 f-- z 0 7 w (/J W=5 MIN a w:: > (/J z <l'. a:: 0 f-- w z :a; 0 a:: WIDTH OF WALK OR MAX 6'-0" 7 BETWEEN TRANSVERSE JOINTS w LL (/J w a:: a:: w 0.. > � (/J z a:: f-- 1-------------<+'8' BETWEEN EXPANSION JOINTS (MAX:1------- - - - -----1 f - RC ECPOARRDEADN SC UE BWGI TRHA DS EE CCTOI OMNP A2 C0 7T EODF I N - ST HT AE NLDAAT RE DS TS VP EE RCSI FI OI CNA TOI FO NI NSD O T -4" �OAFSCEOSMHPAALCL TCEODNBS- IBSOT RORFO6W- I NOCRH E S � COMPACTED #53 STONE. CONCRETE SIDEWALK - TYPICAL NOTES: NOT TO SCALE 1.2. EA DL LG CE OANNCDRBERTOE OSMH AFLI NL I SB HE . CNLOA S" PSI C" AT"UCROENFCRRAEMTEE" WF I /NFI SI BHEERD MWEI SL LH BREE IPNEFROMRI CT TE EMDE N T 3. 6" DEPTH CONCRETE AND 6" COMPACTED AGGREGATE, NO. 53 TO BE USED ACROSS DRIVES aw:: _J _J LL fz 0 7 4. AABLLRTURPATNCSHITAINOGNESSBETWEEN EXISTING WALKS, CURBS, GUTTERS, OR DRIVEWAYS MUST BE FLUSH AND FREE FROM REMOTE TOUCH SENSOR INSTALLED IN LID W/DRILLED OPENING CW./I.GFRROAUMNED& SCUORVFEARCSEET FLUSH APPROX. PROPERTY LINE WATER METER TO BE PROVIDED BY VEOLIA WATER 3 / 4 " 1S" ESREVRIVCIEC ET UTBUEB EWW/ 3//14 "" SS EE TT TT EE RR AWN/GL OL EC KBIANLGL WM EI NTGESR V A L V E EC XO. NSNEERCVTI CTEO L I N E • • ·•·,__��������� 4•• b'--r--r--J>--+---r--->--__,,._-r--r! ,..0011 , , I • •• - u,, r'il' 5. OTHWENWERALMKUBSYT OAWLLNOEWR AODRECQOUNATTREATCIMTOE RFOWRILCLUNROINTGBEOFRECIOMNBCURRESTEED DAMAGE ASSOCIATED WITH PREMATURE USAGE OF TYPICAL WATER SERVICE CONNECTION RELOCATED 2 FEET BEHIND MODULAR RETAINING WALL 6. CGOENNETRRAACTETDORBYANTDHEOPWRNOEJRECATRE RESPONSIBLE FOR CLEANUP OF ALL FORMS, SPILLED MATERIAL, AND OTHER DEBRIS 1------ - -----5'-- - - - --------j--ff" 0 5 FT. WIDE X 4 IN. THICK CONCRETE SIDEWALK NOT TO SCALE A ® 6 IN. COMPACTED AGGREGATE FOR BASE, TYPE "O", NO. 53 1% @ CONCRETE CURB (BARRIER) ONLY WHERE SPECIFIED ON PLANS ® CONCRETE CURB (BARRIER WITH FOOTER) ONLY WHERE SPECIFIED ON PLANS C TYPICAL SIDEWALK WITH CURB SECTION NO SCALE ,---nvEXlRIISVTEIWNGAYSATRNEDET GRADE (" 6t • • • a .r -r • ' • • . , _f •• • • _f , • • ., • • TYPICAL CURB TAPER FOR DRIVEWAY ACCESS NO SCALE A D�----- 1% 1 " TYPICAL SIDEWALK BELOW CURB SECTION NO SCALE TYPICAL DETAILS • u � - REVISIONS 06/12/2025 BID SET C 2025 Mirlwestern Engine�rs. lnc. 802 West Broadway Strt.."C! P.O. B<lx 295 Loogootec. lnrliana 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKW,:'.DRK Q.C. CHECK PROJECT NUMBER 2020012-08 6 6 Of 10 I FlLE NUMBER 11"/.q3 I Do Not Use Plan Previews for Take Off
� z �I Cl � Q "' ---- ss1 - .. "' < !; - 0 Ill w •- z ;:, ww '" w ,,� <> �z .8 .w NW 00� ' N� -g "" ao �z - ow-��� ,., " -ozu 0 ' 0 ;ii 6Y '" �i <� 1 2 3 TEMPORARY CONS E T A R S U E C M T E ION N T - RIGHT OF WAY*=---_, REINFORCED BACKFILL / 8" LOW PERMEABLE SOIL EL= 424.75 6.23' EL=418.52 6" 0 DRAINPIPE(SEE DETAIL 4/6.00) 6" MIN LEVELING PAD (SEE DETAIL 1/6.00) TYPICAL WALL SECTION TT HH EE LBEAVSEELFI NOGU NP DA AD TSI OH NA LSLHBAEL LP EB RE SA PP EP CR IOF VI CEADT BI OYNT2H. 0E5 . GLEEVOETLEINCGHNPIACDA.L ENGINEER PRIOR TO PLACEMENT OF THE ITFHTEH1E0 L0 E- YVEEALRI NHGI GPHA DW AI STAETR ALNE VEEL LE VI NA TF IROONNLTOOWFETRHTEHWA NA L L , TWHREA LPEPVEEDL WI N IGT HP AA DN , 8U0NZL. EMSI SN ICMOUNMCFRI EL TT EE R, SFHAABLRL I CB .E 6" MIN j LEVELING PAD 'J 6" MIN - 6" MIN(TYP) I BLOCK I DEPTH uu--6"MIN(TYP) �lffi��im! !mlmlffil!--LEVELING PAD I BLOCK DEPTH I PLUS 12" MIN LEVELING PAD NOTTO SCALE NOTTO SCALE NOTES: 1. 2. E BD X O U C R N A I D N V G B A E T WT IOW A N L E L , E WEN X H T C E H A N E V O A IN N T - S I S O I I T N T E U , B S SE O O N I I L C L S S H A A C L N U L D O T W N LI E , M WTI O T B S I A N OC C F K R FEI AL LS. E BBEENNCCHHECSU(TTYUPSIICNAGLM) INIMUM 24 INCH HORIZONTAL ' ' '. c·PROP�S�D B;�K�ILLJ -. . . . ' .. • • ••. ' ,•, - � . ·. . . . I ,,. . . . . -. . . .. .. -I LIMITS OF EXCA\,ATION [/-· Ii'- I . / I = BENCHcui:_ �/--� I ( IN-SITU SOIL ) I TYPICAL BENCHCUT DETAIL NOT TO SCALE F 11-7/8":1 r 17-5/8"± /'1 11-7/8"± t::: • ,,<_ � :' �· � �: 17-5/8"± • y AB CLASSIC UNIT DETAIL NOTTO SCALE 3-5/8"± 7 l 1 7-7/8"± _J_ NOTES: 1. 2 F UO O P N U O S N N IT D E E , X GS C U E A B O V C T A U E T C T IO H T N N O , I C D W A E H L P E E T R H N E G " UD IN N " E A S E S U R I R T A A E N B Q D L U E I R R S E E O P D L IL A B S C Y A T E R T W H I E TH ST HU EI T ARBELQEU CI ROEMDPBAECATREIDN GS TCRAUPCATCUI TRYA L F I L L T O A C H I E V E S SA HU PP A B R L C L OU B T X E I I M S D A R E T E T E Q E L RU IM M IR I I T E N S D E D O A F B C Y E T X U O C A S A L H V L A A I MRT I I E T O G S N U A V L N A A D T R I I S O E I N S D S E W OS H L R E O R T P E H E E S ONSITE GEOTECHNICAL ENGINEER (LSIMEEITSDEOTFAEILX2C)A-VATION -, -� \ / / GEOGRID INISHED GRADE \ I / /sEE � tE2 \ ' '--1 ---- 1 / / \ ----�---- ! '. "D"(SEE NOTE 1) / L _y TYPICAL REINF. WALL SUBCUT DETAIL NOTTO SCALE /AWBITCHA4P5STONE FIELDCUT ° MITER CUT ,,____,,,..__, / AB CORNER UNIT ��,,;; AB CAPSTONE ·�= STEPS WITH MITER CUT / AB CAPSTONE AB LITE STONES UNI STEPS WITH AB LITE STONE CAPSTONE DETAIL NOTTO SCALE NOTES 1. 2 3 4. 5 OC OF MT HP AE CWTAELDL BPARCI OK RF I LTLOSGHEAOL LG RB EI D LPELVAECLEWMIETNHTT H E T O P FT AYCP EI COA LFLTYHGEEWOAGLRLI DU NI SI TP. L( GA CE OE DG RWI DI T HC IONN1N" EOCFTTI OHNE F R O N T DBLEOVCICKEMS ASNHUAFLALCBTEUIRNESRTA)LLED AS DIRECTED BY THE P C G L O E A OM C GP E A R T C ID H T E S E HD N A E B L X A L T C L K CA F O Y IL U F L R L S S A O E T I O O LS F N B W T E H A H E L I L N W D UA N T LI L H T ES U . NW P IT A U L AL L N L U D N IT GS TEAOKGERAI DS TRAEUQTUTI ROERDETMOOKVEEESPL GA CE KO GA RN IDD WT ARUI NTKDL UE SR .I N G BACKFILL PLACEMENT. ½'l 0 ;uw = o I-+-<-+++-H-+ z I++-++++++ w t;; / +++++-I++,' GEOGRID ORIENTATION NOTTO SCALE NOTES: 1 D6 "RDAIIANMP EI PTEE WR RC AOPRPREUDGWA TEEI HDTPAE RG FEOORT AE TXET DI L EP LFAASBTRI CI C . 2. OUTLET INTO ONSITE DRAINAGE SYSTEM(OPTION 1). 3. OWUATLLLE TP ARTO V4 0I D' OE .RCO. MDAEXNITMSUCMRAENEDN LAONWD NP OO NI N- TPSE RAFLOORNAGT E D PLASTIC PIPE FOR OUTLET THROUGH THE WALL(OPTION 2). 4. FAADCEENOSFE WGARLALDFEODRAGOGPTRIEOGNA2T. E SHALL FOLLOW THE F/G AT - • ' OPTION 1 (ONSITE DRAINAGE) 6" 0 PERF. DRAINPIPE CUT B�OCKS AS ---'' R' QUIRED D.G.A. (ATOFPATCIOENF2/G) r. 6" 0 TEE FITTING -6" 0 NON-PERF. PIPE RSOCRDEEENNT TYPICAL 6" DRAINPIPE OUTLET NOT TO SCALE NOTES: 1. 2. M IC N OA S N N T U A S L T F L R A CU G T C E U T O R I G O E R N R I D D 'S R I R N A E W A C C I ON C M G O S M R . E DNADNACTEI OWNI TAHN D "H" IS WALL HEIGHT PWLHAECNE AANDGDLI TEI OENXACLE EGDESOG20RID ° 3" MIN (TYP) OF SOIL FILL OI SV ERRELQAUP IPRI EN DG BGEETOWGEREI DN '-- WALL UNIT ! H/2 I H/2CRUSHED STONE EAXDTDEI TNI DO(NWA LA LCLRHUESIHGEHDT /S2 )T O N E GEOGRID INSTALLATION ON CURVES NOTTO SCALE TYPICAL WALL DETAILS • u = -- 00... Cl) 0 Cl) ·- • = ' ' Ji • .....t .,a ' 0 0 -- 0:-:lo :>.:G:� • N d�f .,_, �•N � "� ': g 00 2 '1j � = gc:: ,a E 0 -; � " ·s t p "' ' "' l ' ¥ 1 -;u il• ii • 0/J N ' . 0 '5 ] C: � ..!: :p � r�� ' .. � = " ... -�- Cl) & ... -· ,, .i:: {.l N ci .,. � Cl) "Z9 --- � �A� - ,- 8g� i � C: •.-I •c � Cl) I- - z - w w :::E Cl) � w c( :c � 0 a. � a: ' - a. I- > :::E w z ,, "' ::: ·-.::: g "' ' � � ' 1 a a .\:! = ] • ' 2 b u <z � - w 0 >-=' ► a: I- I0 � - Cl) i:o ... I- 0 - u u Cl) � c( ::, 0 u II. u � z 0 c( ... - (:> - "" a: u Iz Cl) 0 w w c( a. REVISIONS 06/12/2025 BID SET C 2025 /lfolwesiem Engineers. !nc. S02 West Broadway Street P.O. Box 295 Loo�ootce, lndi�na 4/553 DATE JUNE 2025 DESIGN CWR DRAWN MKWi'DRK a.c. CHECK PROJECT NUMBER 2020012-08 7 7 DF 10 I FllE NUMBER "I'/ qq z_ I Do Not Use Plan Previews for Take Off
435 430 - - 425 420- 40 -35 -30 -25 435 I 430 ' -- - - -- 425 I ' ' I ' -35 -30 -25 0 w u r 0 w0 < � 0 � l< •= <> - � .z ] N 8 �m '0 -- N ro 09 c ""I �� "' '- cg �� ON .o -� u .. •wor • w _QW < !; ·� � Q ,. cO zu $' 80' •• oYCN gE , . <c PROP GRADE ' TEMP ESMT - -20 -15 I I P I RO I P. I GR I AD I E I TEMP ESMT I I -20 -15 \ R/W -- P S R ID O E P W . ALK I I I I I I - 10 J RjW I P S R ID O E P W . ALK J -10 13+251 -1.71% -� � � I I � -5 0 l3+001 -1.46% - - I ' � -5 0 430 435 425 I 0 " 0 "' 430 � 420 EX GRADE· I -- �,- - - r425 415 PCRUORPB. I I 5 10 15 20 420 410 -5 0 -4 5 - 40 -35 -30 -25 435 I 430 " ' 0 I "' � I ' 430 EX. GRADE I 425 I r-- !_ L -_!_ -1- I ' - ,_ - - ' 425 ' PROP. 420 ! CURB I I I I I I 5 10 15 I I 415 -5 0 -45 -40 -35 -30 -25 435 430 ' 425 420 ' I ' i ' 415 - 5 0 -45 - 40 -35 -30 -25 435 ' I I I I 430 ' I I I ' I I - I -- _J_ 425 I I I ! ' I ' 420 I ' i I ' i 415 -5 0 -45 -40 -35 -3 0 -25 ' ' 14+251 430 PROP. GRADE I I 0 " TEMP ESMT 0 I � PROP. f RjW SIDEWALK - r • c:j - ' r- EX. GRADE 425 ,- , � -1 �3% , I 420 / - - PROPOSED BLOCK / RETAINING WALL ' -20 -15 -10 -5 I I IPROI PI GRADE T�MP"ESMT I \ RjW I I I '- I - I �- - ' RP ER TOAPI ON ISNEGD WB AL OL LC K � I -2 0 -15 - 10 -5 IPROP. GRADE ' ' ' TEMP ESMT I R/W I I ➔ - - - ' • v ·.• RP RE TOAPION SI NEGD WB LAOL LC K � I ' ' I -20 -15 -10 -5 PROP GRADE I I \ TEMP1ESMT I ' \ R/W I I -,,,,, ' -t I PROP. I SIDEWALK I I -2 0 -15 -10 -5 ' PCRUOR PB. 0 5 10 14+001 PROP - SIDEWALK ' -1.46% I r EX. GRADE / I I- -4- __L ........ - - - ' ,� ' I I ! I I PROP - CURB I I 0 5 10 l3+751 PROP. I SIDEWALK I I I EX. GRADE - 1.27% I ' ' \_ PROP CURB 0 5 10 l3+5ol I r EX. GRADE -1.49% 11 - - - - - �, -1 \ I PROP. CURB 0 5 10 15 0 � r 15 0 " � -�·- 15 0 " 0 � ' ' I 15 ' ' �- 415 20410 430 425 420 20 41 5 435 430 425 420 20 415 435 430 425 - 420 HORIZ. SCALE: 1"=5' 20 415 VERT SCALE 1"=5' LOCUST STREET Main Street to Cypress Street CROSS SECTIONS REVISIONS 06/12/202S BID SET C 202s Midwestern Engineers. !nc. 802 West Broadw;iy Street P.O. Bo.\ 295 Loogootee. Indiana 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKW/DRK Q.C. CHECK PROJECT NUMBER 2020012-08 8 8 OF 1 0 I Fll.f NUMBER I '-I'--/ 9 q I Do Not Use Plan Previews for Take Off
w u w w w w w w �I w 0 w I �= �I ·� �8 • ro i:l � N� oq ON N- -o ---- ~o � --!,\ WN .o-, •w w �ti:; < � -� �. - i:: N� lal rO zu � 8 r i 5si 5N "5 5 ,, <c I ! I I 15+251 I I I 420 l-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-f-11-cPROP. GRADE =l-l-ll-l-l-l-1-1-I-I-I-I-I-I-I-I-I-HHHI-I-I-I-HHI-HHrl 420 H 1 7r· -Jr-J--+-f--f---+--+++++-+-+-I-Hr-l--+--+-f---+++++--+--+--+-1-l-r---t---t---t---t---t--++++--+--+--t-t-t-H--t--t--t---t---t-+--t--t--+--+--+--t-Ho---t---t---t---,..---,-7 F I++-+--+--+--+--+--+--+-+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+---t\--t---t---t---t---t---t---t---t---t---t---t---t--+---t---t---t---t---t---t---t---t---t---t-7 cl -1-1-HHf-i +--+--+--+--+--+--+--+--+--+-->-->-->-->-->-->-->-->-->-->-->-->-->-->-->-->-->--1-1-1-1- TEMP / sM t-+---+--+--+--+-1+-\--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--, '.'.:-f, -f-HHH -.- _____..__ - I > R/_W 415 l--,--f--f-f-f-f-f-r-f-f-f-f-f-f-f-f-f-f-i=.++9--+++++++++'-- _ t_ - 1t--t-- l--l--l--l--r\\-+-++,1i,-++++++++++- l cc=i EX GRADE ---+---+t-t--t--t--t----+-t-7 415 I : 410 f-f-f-!---!---!---!---!---+---+---+---f-f-f-f-f-f-!---1-1-1-1-f-f-f-f-f-f-f-f-f-l-f-f-f-f-f-f-f--,- I I -45 -40 -35 -30 425 420 ' I - - 415 I I I ' I 410 ' I ' i I I ' I I 405 -50 -45 -40 -35 -30 425 I I ' 420 I I -- 415 I I 410 -50 -45 -40 -35 -30 425 420 -r I I ' -25 -20 - - -- -25 -20 -25 -20 - -I - -15 I PROP. GRADE I I I I I ' ' TEMP I E, SMT � I I \ I I I I PROPOSED BLOCK I RETAINING WALL ' I I -15 ' PROP. GRADE I TEMP I ESMT I I I -15 TEMP ESMT I I ' - --,..._ � I _ 1.94% I I - - _j I I I PROP. I \ --+7'1---+--+--+--+--hc-r--+--+--+--+--+--+--+--+--+--+--+--+---+-r-r---+-l 410 SIDEWALK I I -10 -5 0 15+001 ' R/W [ - -1 '1....... -1.31%_ I .� ' / \ \ ,, \ I PROP SIDEWALK -10 -5 0 14+751 I I R/W ' I I 7 -2.03% I - l I I PROP. I \ SIDEWALK '- I I -10 -5 0 14+501 !- PROP. GRADE I I I ' R/W . � ' "- --1.4 6% I PROP. CURB I 5 I EX.GRADE ' ' I I ' PROP. CURB 5 10 EX. GRADE I ' I I_ -- �, PROP. CUR ' B 5 10 I EX. GRADE ' 0 <( 0 O' � [ 15 0 <( 0 O' � r � 15 I 0 <( 0 O' � ' ' I ' 425 420 415 410 20 405 425 420 415 20 410 425 420 I PROPOSED BLOCK � \ 415 I RETAINING WALL \ ' '- PROP. 415 -- CURB I ' i ' \ I I PROP. 410 SIDEWALK ' ' 410 I I ' 405 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 405 420 415 410 405 400 - 5 O 415 410 405 400 -50 420 415 410 405 400 -50 -45 -45 -45 - -40 -35 -30 -40 -35 -30 r -40 -35 -30 TEMPI ESMT I - - � - •- - - -25 -20 TEMP I ESMT -25 -20 TEMP1ESMT I -25 -20 � -- - -15 I - -15 - -15 - - - R/W I I -10 -5 I I I I EX. GRADE R/W I I I PROP. I SIDEWALK -10 -5 EX. GRADE R/ , W I' - - PROP. I SIDEWALK -10 -5 15+751 - EX.GRADE I � 0 5 15+721 ' PROP. GRADE -1.65% j \ PROP. CURB 0 5 15+501 PROP. GRADE -1.49% I \ \_ PROP. CURB 0 5 ' 10 10 0 <( 0 O' � 0 <( 0 O' � 15 15 0 <( 0 '� 10 15 HORIZ. SCALE: 1"=5' VERT. SCALE: 1"=5' 420 415 410 405 20400 415 410 405 20 400 420 415 410 405 20400 LOCUST STREET Main Street to Cypress Street CROSS SECTIONS REVISIONS BID SET C 2025 Mi<lwcslern Engineer.,. Inc. 802 West Broadway S1refl P.O. Box 295 Loogoote<e, , Indiana 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKWL'.DRK a.c. CHECK PROJECT NUMBER 2020012-08 9 9 OF 10 I FILE NUMBER I '-I '-I "I q 0 Do Not Use Plan Previews for Take Off
.. 1 .. ...... 0 _J L() 0.... + ..... 0 ..... ' . . I- <( I- I Cf) Cf) � UJ 2 0 u z 0 C • " 0::: < _J I LL (.) z 0 I0 I- � <( z N 2 0 N - ,i, (.) r .. W. LOCUST ST. 0 z w X " � w 0 in r wr w 0 � w z •" � � ., " ! '� ;g Ci ...._ �m Q":::l g9 �� �� -o�� u .. 2§ = •w � □- < � oW -" - Q "" al �· � rO zu 80' �· oY 6 ,-.j 55 , . <c ti! ®I- @I- @I- .. .. .. .. .. .. .. .. .. .. .. .. W. MAIN ST. (HWY 62) .. ADVANCED WARNING 200' MIN. .. .. ADVANCED WARNING 200' MIN. .. .. ADVANCED WARNING 200' MIN. .. .. .. .. 0 1-----:.__:.__...:.:::==---=-==-=c..:..:::..::....-=,:__-----1----...:....-===-==:::....:==::..._�-----4--------==...:.:::==:...:.::====::..._-=�----i---=,:__--.:.:AD::.:V,::.:'A:::NG :::'E..:. W,:::'A:::RN :::1N::.: G :.:2�00::.._''..'. ML ::.: N:_. -------1 .. @ 0 0 + - • .. 0 0 + N .. 0 tr) + N .. 0 tr) + ('<') 0 0 + "'i" 0 tr) + "'i" .. .. LOCUST STREET Main Street to Cypress Street LJ 0 0 + tr) Jl���ln�Hl 01 Q3S07J 0'9'0� WOMCYOl:I CN3 T ._ ___ ..., • @ END T .L ROAD WORK IZZl BUFFER 40' TAPER 50 ' MIN. 0 0 + \D LOCUST STREET Main Street to Cypress Street .. .. 40 40 20 0 40 '=====-� -l!_TAA�'E//�f808.!!_'M1J:. rN.� . --- �-- -1 W . LOCUST ST. 0 LEGEND � Construction Area G) Temporary Pavement Marking, Removable, 4 in, White • construction Drum IZZI Type JII-A Bilrrk.ade @ T Construction Sign w/ Warning Lights - Direction ofTravel N A O cc T e E s : s to all homes along work zone will be coordinated with the home owners prior to beginning construction MAINTENANCE OF TRAFFIC • u � - REVISIONS BID SET C 2025 M8 0i2d wWeesst et rBnr oEandgwi na�y- c rS. s i. rIen- ccl . PLoOogBOoQt.,ee2.9I5ndiana 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKW/DRK Q.C. CHECK PROJECT NUMBER 2020012-08 10 10 OF 10 I FlLE NU.BER '-H9<o9 I Do Not Use Plan Previews for Take Off
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