= 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
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