Midwestern Engineers, Inc. Plan Preview

TNDEX SHEET NO. SUBJECT ' • , rn " 12- !3 One-W -Oie<t!JralPe �ndculilrCurb Ramp Com nent D1mills P&ollel Curb iT 'Cit! Pl'w:eme,t PorallolCurb Ra Com anent De!ali Blo>Med T,ansr.;;n Cllrtl De '<'SSO� Curb Ra """ onolCUrll Ra T l:alPOICement Bl!!Med f,ansUm Curb Ram Com onent Detals MetlianCul·Thro h and MedOO Pe Mnll>rCUrb Ra� T\llli;:olPlilcement �te<:tlll>le WomJ)jj Sur!\>ce Ploceml!nl and ConfYjura!<>fl GENERAL NOTES: 1. AAslOl)e>""' .-....,n,tt,erl;harl�Mto the-k orroadwaygrade. Slopesat reast0.50% les.st :tlanthe=<lmum ""' p,-efM-m. 2. RamoorBlendedTransirion. A ramoor blendedo-ansltior>shalt be used to lower or ta!sethesldew!JI � roc orinectwl\ll thesawt ..-higll,N;,y. 3. rurnn:i�- Ati/mingspaceSMN beprowledot!heIOflof •perpe,,diallar ramp,bottomofa parallel ramp, or where thepedewiono-avel�resa c:hange In di�. Aaorm,ontlltT1lng<!)&CerNybe shalt'dbyadjacentramps. The ruml"!Ispaceshalha..,• mln<rnum dear dimensionof4 rt ><4 ft. wtere the!;urningopa,,:ei.constrafne<Iatthebackof thesldewalk by a rurb, retalnln\lwall, bulkl!ng, or r....u,,.,aver2lrd>e,;Inheigh� the""'1lmum deM -st,a! be 4 rtx S It, withthe5- rt<limension Inthedfrectlonof the r""'fl running slope. 4. flareil Side. Aflare,!...,.,;hambe used�to • walkabll! su<face. A nareil side may beused adjacent to anor,-walt<ablewrtaa. A ll!red side shall t.rie a "'"'''"'"'sloped 10.00%_...,,,parallel to the b;!<l<oftheMt,. S. Reb,m Clrb. A<>!tumQlrt, t,;piace<lperpendlaAar tothe roadwaycurt,. A retumcurt,may 00 usccl Od,aa,nt to a l'IQn..,alk:,blesurr.><e.A r1'tum oirll shall notbeusedadja<:e!"ltto a..-surface.Ther-ettwi1curt, mav beomittedwherethenoo-w�lkable.surface isllaredarothewrt,'>Cljaa,;ll the r�ay is "'peredtt>..-thellust>OJrbat thet>ollOmofthe ramp. � ClearSpace.Adws;,aa,sliall beprovidedbeyon<I thebottomg,aoebreak ofa curb ,;,mpwhollycorualne<Iwithon theoosswalll ar>!lwoollyoul>klethe parallel��Po>fl,. Thec:learspa<2WI have • _...,,clear dimensionof4 ft x 4 ft_ 7. oe<eo,,bleWorrling surf"""- Adete<table-�...-faa,SIIIIII00<\Slstof truncatJeddomesandbeplaced atead1� n�hway, or rai�oadcross!ng. Toi, �waml"!I SlJ<foo,smMextenda "'�of 2ft In the directionofpedestriantJ-avej and beplaa,,ftheentj"'wldtl1of• ramo.blendedtran<llion, orturning >P""', S. lluronlfl9�- Therunningslol><'of aramp,ble>de<!transition, or 1;um.-.gwaa,shai bemeasu,..ipar;illel n, the�ofpedestrian travel. 1. A nJmlngsiopeof 2.00'l!.or le$<isconslder-ed levei b. A rampshall """"•ma>imumnJMingslopeof8.J�but ,i,,,11 rw>t ="" • romp1cr,g1n toexc,,ed 15 ft. <. A .bfenlj(yjnnsltlons/'iatlM\'e •maxlrrrl.n> ru�slopeol 5.00'M,. a. Atum1ngspace shall""""• maximumrunn1ngmoool2.00'll,. 9. W.nh , !Jnl<!soot!lerwl>oOOW<I, """\mumwl<llhol a rami,.blenoed o-armtlon, orNmk'llispace,ttci\ldlngn.redsidesorreturncurb, sha" be� ft. 1 0. Grade Brea•. A gr"8Cletn.>I<otmetopIIJldbottomof o '""'I', t.ended cransiUrn, ortumln!Ispaa,shaO bepe,per,d>OJlar tothe runningslope.Gradebre.al<s shall rotDew.thin the ramp,bief>cledtnir>Si!ICll1, ruma.-,gs;,oce, orcSetecmblewarr.r.,<Urface. l.ndebrel>l<s shall De ftuoh. VertiG3ta1so>r>!lnultlessr,,,:1 ro:,tbe 9""'1"' tllon in In,'M,e,e •di>o>ntnJity isgreater!Mn lJ4In. thesum>Cf.shM be-with asiopo !10!Sl.eec,erthlln 1v,m, lLCro<.<Slope�>- The<ross si<,peof a r.,rnp,t>k>nd<'d O"aosltlon, «!Urning $paa!shaM bemeawredpe,pendlC\Jlar to the directionofl)edesltlonlriM'l. a. Themax!mum0'0$5<IOpeIllapedestrian stre«cross"'!!Wlthootyieldorstepa>r>!rCIWIbe5.00%, b.. Themaximumaossslopeat a nstreetomslngv,l(hyiel<ior,atOI)control <llall be2,00'M,. ,. Themmn,,Jm aosssloDeIII amJdblod<aossingshaU bethee$!abis!>Mgradealme Od.J.!>cenlroOd>,"'f, l2.CounterSlope. ACour"(et�isthe=slopeol the gutter orstrret�Jacent tt,e rmnlngslopeofthe ramp, t.�"11 trans.'t\<:wl, orturning.sp .,01. See St,,ndanlDea� Eti(M-SWOl-14 forcounte< "°"" details. l.l.Dbjec!ssuchas aotllitvrover, Vi!lllt frame, aoo grotlrlg51\oll beplatedouwdcmecwt> ramp. 14. Curb ,amps shall beplacedwitt,ln the marted<ro<;walk-. Curb as Recwlred . . . Curbi1S F!eQUlred Sldewalk P.AiR�O PAAA!..Lt LtURB.AAMF!$. AL0NG. LARGHWnus r 2.5 ft FOR TRAFFIC SIGNAL i-a---'----, 1 .5 ft FOR SIGN OR OTHER APPURTENANCE , ft CURB APPURTENANCE APPURTENANCE FREE ZONE APPURTENANCE FREE ZONE NOT TO SCALE • . ' •, , • I , . •I I # # I TYPICAL CURB RAMP COMPONENTS INDIANA DEPARTMENT OF TRANSPORTATION CURB RAMP DRAWING INDEX AND GENERAL NOTES SEPTEMBER 2018 STANDARD DRAWING NO. E 604-SWCR-01 /$/'E,(�a6etfr. ·W. Pliiffi ps OJ/20/18 DCS!GI<STAIIPAADSENGINWI js/Jofm Leqfr 04/25/18 om (D WOOte!hen, Is no buffer betwee<ithe sidewalk and OJrbthe preferreod minimum sidewalkw\(lth Is 6 ft.. Where a buffer Is plaroclbetweenthe skl-ewalk arid rurb, thepreferred minimum sidewalk width Is S ft. See stindard DrawingSerles E 604-sow;::forsidewalk details. 2. The turnif>llspaceshall h.ive a minimum dear dlmerislonof 'I It x 'I It and a running slopeof2.00% ma,lmum. Where the ttJmlngspace Is constrained at the back of the sMewalk, themifl l mum clea,dimension shall be4 ft � S� with the S·ft dimension Tn the dorection of \tie nimp running slope. LEGEND: 0 �erOttK!rNoo-Walltilble Surface EJ R.amp IIliillITI Detett..ble Waml1111 Surfaca @J § INDIAN� Dl:PARTMENT_ QEJJ!A�SfO�T]_Q�� PAIRED PARALLE, CURB RAMPS AND t"1IDBLO(k CROSSING CURB RAMP iYPlCA!c. PLACEMENT 5EPTIMilER 2016 S"J'..ANDARD DRAWING NO, E 604-SWCR-07 OJ/15/16 " Sack of Flush Curb Bad(of Flush Curt, PERPENDICULAR CURB RAMP PARALLEL CURB RAMP@ Front Face cf DWS ----f==r=ihi---/--- Back of Flush cum The detectable warning Sllrface shall b<a placedperpendlcuiar to the ramp where the largestdistance between tJ,e front face of the deteaable w�ming Sllrface and t>ad< of curb Is S ft or less. ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMPS ON A RADIUS G) GB Sad,:of Rush CUrt, The detectable w arn;119 sur face 5h.,II b<a placed at the bad< of curb where the targest dlstar.ce between the fron t face of t he detectable wamlo g surface and bad< of curb is greater than 5 ft . !lad(of FltJsti Curt> LEGEND: [J Buffy, orOtherNOf'l,Walkable SIJrface till] Detectable Wamlog S1Jr1ace (DWS) C:::]Ramp @Grade Break Back af Flush Curb !. A detectilblewarningsurf.Jee shall be placed at eachstroot, Mghw.,v, or "'Hroodcrossing. SeeStandard Drawing E 61}l-S0WK·03 for a detectablewarning sufface placement at a s1dewalk driveway crossfng. 2. Thedeted.!ble warning sufface shall e:.tend a minimum of l ft In the direction afpedestrian travel and extend the full width as shown. The deleelable warning surface shall not be placed across a gr.Ide breilk. @ Wherethe distance,fromthe face oftile<R!teetablewarning sufface Is 5 ft or less from thet>a<:k of curb, thedetectablewarning surfaceshan be place:! pe<pendlcular to the ramp. Where tile distancefrQm the f.iceof the detectable warning surface is morethan S ftfrom the bade ofOJrb, tile<letect.lble warnir,g surface shilll be placed at the t,;,ck or OJrb a, shown or in an alternate placeme<lt conf,guratlon. See Standard Drawing E 6M-SWCR-13 fur alternate detecli!ble warnlrig surface placement. <3) The delectab l e warning surface on a pa..,llel OJrb n,mp shall be placed on the turnlrig s.,ace at the ftush transitk>n between the street and turning space ;it the back ofOJrb . @ The detectablewarningsurface or, a bler>C!ecl trar\Sltion ordepressed corner shall be placed at the back ofcurb asshown or In an alternatll placement conffguration. See Standard Drawing E 604-SWCR-13 for alternate detectab l e warning surrace placement. 6. See standard Drawing E 604-SW'CR-14 for <lete<;rable waming surface detatls. INDIANA DEPARTMENT OF TRANSPORTATION DETECTABLE WARNING SURFACE PLACEMENT AND CONFIGURATION SEPTEMBER 2018 STANDARD DRAWING NO. E 604-SWCR-12 03/29/18 om BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER @0 / BrushedWarning Elements {Typ.) BrushedSand Mil<!\Jre {Typ.) / LatexSetting Mort.ir (Typ.) -.. :·[ 1;.y-,c:· ·;· ·:·:7:-· ���3Cr-,,/,-/_j_-_lr:··: "' :"�' °'� "' :'..... .,... � _ J.· . ·:\·_:.J p ':\:\ -:� : •,.,;!. . ' . I I I I ,1i , ·_ .; · , • . . . . - · . . • - !J: · • · • -" " " · • . . :_'•: · . · ·. · . . : � "' " "' •· · . • ·• . � . ,,_ . _ · . . • E . . ... . .,,. ·,. . � ·, · . . ':i . • · • • i • .· "'. •· · ' "�· • · • · '. · · .• .1.o •_,•. ,� , � - • ·; � · 4 "' / � :, · � ! 6'-8" , � · . PAVEMENT OR � u " ' \� · .".'· .: �....-..cc . . • . · • . · , . / , . 4 .4 . • : . ,•YP;,, � "U"'-" . . . ··- ·. . . ' . . . �: -� ·.� . . • : · _ . . �- ./ TYPICAL RAMP AND BRICK SURFACECONSTRUCTION DETAIL 2•-0• Min. ;�[ f..;,...·:�; -�'. �: �::..:· ;:�. :�\ :- . , ... �=·�:=r=, :;=;=;=;:��- IL���-�-""1 - ."' ·' RA.Mp·. "' • ,• . • "' - J J J I •. • • . • . • • • • • ,,. •. ·.• . . • • . � l , .\ : ·. : ·.- : ·, - •• . ·, • • · · ·,• . •. : �n :_·�: -�-� - -·· · :, __ ,,. ,. ' · '"' · ' . , . .., • ' · -·"' · t J , PA\IEMENT OI< I 1'-6" 501 X 1'-10" . . • • · ' . "\. . . . • ,,= , , ,,. · • - \· "' · · . - . - . • . - · � · · ·1, � . . -· · - • : · . .- · . . : · ' . . - . . . \_501 Spa. �-;�: . 0 ••• ·, , -� : -' • ," ' �Re<nforce the OJrb if se.,arat.e fromn,mp ALTERNATE CURB CONSTRUCTION � .5" Min. • 2.4" M��- TRUNCATED DOMES CHANGE OF GRADE > 11% ® 1. ()etect,,ble warning sur1acesh,,11 consistoltrunrateddomes.Domes 5™11 bealigned In a squareor r.,dlalgrxl .,atternwith diame!Er"and cei,ter·to-,centersp3Clr.gwithinthef<lngesspecified, l. Thedetect.ob!e wamiog sum>a! may befield OJt. Truncated dome spacing between adjacent panels shall bewithin the rangesSpecified. 3. The detect.ablewarning surface shall contrastvtsual!ywithildjatent surfaces, either llght-oo --darkor dark-oo·l'Qht. 4. Thedetectablewarning sulfa.ce shall e.:tend a minimum of 2 ft in the directionofpedestriant ravela<> dextend the full widthasshown. The detectablewarning surf oce shil� not beplated30'<lSSa gr,,de t)reak. © The maidmum countl'r slope of the gutter or street attheoottomof the ramp shall be 5.00%. Where tile alget,.-a,: differencebetweenthe running slope and the ClllJml.'r slopeexceeds 11%, a 2-ft minimum level strip�d beprovidedat the bottom of the ramp, @ Where a concreteborder Is used for form;ng, thebordershall becast monolllhlcal!y with the curb rampconcrete. The concreteborn"' st.ill notreduce the ramp wtdth oy more than 2 Tn. on each side. (j) Where forming other than aconcreteborder 15 used, the edge restraint shall r« encroach upc,n the ramp width. INDIANA DEPARTMENT OF TRANSPORTATION DETECTABLE WARNING SURFACE DETAJLS SEPTEMBER 2018 STANDARD DRAWING NO. E 604-SWCR-14 03/29/18 Mn BLENDED TRANSITION CURB RAMP @ DEPRESSED CORNER CURB RAMP@ Sidewalk b.pansloo Jornt Sldew�lk Ramo Length, Tu rningSp.ace Width I ,-Elev. 4 -"'- Elev. 1- -"- �Elev. 2 R.am � u,• Running Sktp e Ram p u,= Cross,.,,, I Eiev. � · Eiev. J I RampLength, I Elev, 7 · Elev. B I Sidewalk Widtli ,s 8.33% "' 2.(l()% G) The l>ollOm edge of the turning s.,ace and top ofOJrb shall be fiush with the edge of oo'Jacentpavement and gutter llr.e. (I) The turning s.,ace shall have a minimum dear dimension of 'I ft x � ft and a ruronlng slopeof 2.00% maximum. Wheretherumlng space Is coristnilned at thet>ackofthe sklew..lk, the minln,um clear dlmensloo shall be 'I ft � 5 ft, w;u, the 5-ft dimension in the directloo of the ramp running stOpe. G) CUrb ramp surface shall becoarse broomed tr•nsv,,rseto the running ,..,. G) Whet-E there is no buffer betwi:en the sklewalk and curb, the prelcm:,d mirnmum sldtawalk width is 6 ft. Where a buffer ls placed between the sidewalk and rurb. the preferred minimum sidewalk width Is 5 ft. See Staridard DrawlrlgSerle.,E 604-SDWK fo, sidewalk detaiJs. ® 5eeStandard 0raw1ng E 604·SWCR·Ol for O'oss $lope e><cepUoos. 6. See Standard Otawlng E 604·SWC'1.-!2, -1), �nd -14 forDetectable w�rnlng SUrfate pl3cemen� configuration, efld d!!tilll1, Ramn u, ,. I Elev. 9 - Elev. !OJ 7. See S!llndard Drawing Et.o4 - CCSl- O I Jor sld!lWa!k E><r,ansioo jol,tt ""' SldewalkWidth ,; 2,(1()% detall'- Cro..s S� TurningSpace • I �ev. 2 - Elev. 3 I < 2 DO% !' 5' Cross Slope u , Turning SpaceWidlh - · \V Turning Space I E�, 6 - Elev. 5 I RumtlngSlope u ,• Sidewalk WWh LEGEND: Ramp Lengln 1 , Sklewalk B 11.amp [ill] � ' E�. ®] Oetoo::ablewarning surfaca iumlrig 5POCe D w " "' 0 � w O'. a. "" "' w �� - � z 6 ' >- U) z w 6 ii'. ' <{ w > U) " O'. w > D w WIDTH OF WALK OR MAX 6'-0" >- :, z "' BETWEEN TRANSVERSE JOI NTS 6 0 � ' w w "' U) O'. w "' U) � '"" ' · � ·� .·, .. ·-'·' -,; .. ·'" "' " .'.'.\. -, · . ,·. . . . -- ti -, ·-·- " a ,.- .., ' ' INDIANA DEPAR1MeNT DF TRANSPORTATION 4B' BETWEEN EXPANSION JOINTS (MAX) ' � SidewalkEl(pilr,sioo Joint (Typ.)- C ' Sidewalk Expansion Joint- ,, -� • "--D<!tectableWarningsurrace (DWS) stCTION B-8 ' I • � Sidewalk Wldthi..1J__ _ 1 2'-0" . r ---,:;;i;;:- -"'-- Detectable Warning Surface__., [OW, ) SECTION A-A ,--Elev. s(l) Pa�er,t 6' mll1. Below DWS ' ' • PARALLEL CURB RAMP tOMPONENT DEfA!LJ, SEPT�MBER 2oHi - :�, -; . ... •, -,. ',.'·�·: ·�; ._, , ,•, � ' · ' ·-� .• . ,. .. • - • \ • J,. ' •"' " . ••' ' · , .. . , ... .... ·: ' of; . •• . . . ' .-� ' . .. ·· • ' • • ,,. :,v ·, , ' ' ..• , ... ,.,. ' ... " SfANDARD DRAWING NO. t 604•5WCR-08 OJ/29/18 M;e .. .. . , .. \ · ,, : ,., ._ , , , ._: . "'. , ·� , PR�PARED SUB GRADE COMPACTED I N ACCOR.DANCE WlfH SECTION 207 Of= iHE:; LATEST VERSION OF INDOT SfANDARD SPECIFICAilONS BASE SHALL CONSIST OF 6-I NCHES OF COMPACTED B-B0RROW OR COMPACTED #53 STONE. NOTES: 1 . EDGE AND BROOM FINISH. NO "PICTLJRo FRAME" FINISHED WILL BE PERM ITIED 2. ALL CONCRETE SHALL BE CLASS "A" CONCREIE WI FI BER MESH REINFORCEMENT 3. 9" DEPTH CONCRETE ANO 6" COMPACiED AGGREGATE, NO. 53 TO BE USED ACROSS DRIVES 4 . ALL TRANSITIONS BETWEEN EXISTING WALKS, CURBS, GUTTERS, OR DRIVEWAYS MUST BE FLUSH AND FREE FROM ABRUPT CHANGES 5. OWNER MUST ALLOWADEQUATE TIME FOR CURING OF CONCRETE DAMAGE ASSOCIATED WITH PREMATURE USAGE OF THI:. WALK BY OWN ER OR CONTRACTOR WILL NOT BE REIMBURSED 6. CONTRACTOR AND OWNER ARE RESPONSIBLE FOR CLEANUP OF ALL FORMS. SPILLED MAiERIAL, AND OTHER DEBRIS GENERATED BY THE PROJECT CONCRETE SIDEWALK OR TRAIL DETAIL NOT TO SCALE VARI ES ;, ' 1 . 5% SLOPE RAISED �" TO ALLOW SETTLEMENT 1 '- 5" 1 " 6" e---n ·'' . ··; ·,t · .. .• ... ·, ,-� · ... . ·-�-.. .. . . . .. • . , ··· � ·.:�· ' , .;.. . .· .• · .- · · : : ' . . . ·• . .. .. .. . . . ... · • • l • s :.::�- · :. ·· . . . •· . 2% MIN. 1 - . .. ' ?:o ·... ' · lj. · ·= ·, ·' ' 1 " . � . , . · · . . . po •. ,. _ ., ! · . . �· . .. · . .-. . •· _J PREPARED SUB GRADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF THE LATEST VERSION OF INDOT STANDARD SPECIF ICATIONS _J BASE SHALL CONSIST OF 6-INCHES OF COMPACTED B-BORROW OR COMPACTED #53 STONE. ;JI,:" PREFORMED JOINT FILLER 1 . . • ' ' \ . .. .. " : · \: , .". ",• '.:. . . •. :. \.... . , ... ... ����"'-'"--'--' 2'-0" 6" CONCRETE CURB AND GUTTER DETAIL SIDEWALK ADJACENT TO CURB NOT TO SCALE NOT TO SCALE TYPICAL DETAILS RF;VISIONS 0 21124 Mitlwcslcrn EngiTll.'<'ffl. Inc. 802 We.st Broadway Strecl P.O. Bo� 2<JS Loogootee Jndi�na 47553 DATE APRIL 2024 DESIGN TMK ORAWN DRK,:'.MKW Q.C. CHECK CWR PROJECT NUMBER 2022 1 1 5-00 7 7 OF 20 I FILE NUMBER I 43471 Do Not Use Plan Previews for Take Off