The URL can be used to link to this page

Home My WebLink AboutC10.1 - General Details-INDOTNOTES: 1. Detectable warning surface shall const OF tNnmW dome,- Domes shall ye aligned In a sgUate or radial grid pattern wO dlamcWr and w eft Detectable w W w ~ 50%- 8596 of ease Diameter tante bncenbe spapngl wabin the ranges spedfied- w y'~ warning SuTa Surfaces Buffer Buffer or other = 2. e detectable warning wrfai a may be field nit Trunpted dome w w w Non -Walkable Surfers spacing behveen adjacent panels dlahl be within the ranges spedlled. w w +• .•. .•. .•. ® ® ® ® ® ® ® ® ® �• �• w w Base Diameter _ cidnaabe Bader 1 ® ® ® ® ® 1 W w w w w w w " J3. The detectahk warning surface Shan C011U29t visually Wth ad)MWn 119 " Min. - 1.4' Mor. surfares, either Ilght-or hr or dark-olrk". a. The detectable wa ming surface shall mRend a minlmum of 2 ft in the SECTION A -A diromm of pedestrian travel and extend the Rol width as storm. The deteciabter worming surface shall not. be plead across a grade break. - 2' Max. wiWin 4- Min. Tout Fame width Bader vtadtli � \'1 The rNaklmum czrTlrlter "J❑pe or the gutter a street at the bplW m of the ramp shall be 5.00%. Where the alget ale: dltference between the an BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER []6 07 15 Mn. - 2.4" Max. mem" sloped theun mtEr slope exceeds 11%, a Zit minkmlrn level 9T1p Should he Provided at the bpttgm of the ramp. Where a cantrete border a used far Forming, the bade, shall be cast Brushed warning Elements {1'YP•] monolithically with the stint ramp oonctl The concrete border shall -Bnahed Sand Mbdire CTyp-) net reduce the ramp vddN by more than 2 In. w each aide. Lehane Salting Malar LTYP-] P� 0 Where rormlrg other flan a datvetle boder is ttsW, the edge , � i a •• :'• 4 • a •.a .. ° Intaigrel Qrb m baht snail not encroach iAM We ramp wldth- -i_n'n••.�ln•'- .a.aa.i°•'+•°`a.e - a a •--b-.. Ss -:•a ; a:aa'.. a rd a •fol a• ... ° . r"• • °: a a6n• . a .a - e C' -S' - n . pAVE)4WOR •`C e; , a : a - a.y _^ •aGUrFER - tT: 1 <T: J \`Tt'J concrete ewe TYPICAL RAMP AND BRICK SURFACE CONSTRUCTION DETAIL TRUNCATED PQM rib hRn. INDIANA DEPARTMENT OF TRANSPORTATION b 'b •L R•y,Ip'• b: a • id.• a• - a ... ° ° '- . ` -• •a • . ° - DETECTABLE WARNING SURFACE DETAILS e'°.',a;{•:a' .a -a .a'-a.as ..n- a'a•. ,°, 'a 'bra' e .. -6' - • i . re "b i °. a •q L PAVE4k7EWr OR •b a a.: a.• •a . - •a .GirfrF6R a 8-33 SEPTEMBER 2018 STANDARD DRAWleinforre We curb if ING N0. E 604 SWCR-14 5015pa. fns IB" • Ramp !2i tapsep from ramp sup-.M�❑r oc '••H W.' py •',. r mfe J strip 5 ,di "5 rA : /s/Sfirabeale'W, e'kafipq� 03/29/I8 ALTERNATE CURB CONSTRUCTION CH&Nlu- RADE 7 iI% = No. w = ° STAAO r °"m LY' '_'" 10200124 w A araTe of 501 X 1'-10" ' SSFs , IS150 anC,e* 04PS118 '.'rfD14Rt- 09Er MONEet DATE 8' 2'•0' 3" � * 296 tr1k1. d• cop .g pq. 296 Min. COMBINED CONCRETE CURB AND GUTTER, TYPE B (SLOPING) 1' Trto1 R 2%min.Il ev. ev, bvave ay.J., • 2% Min. slope COMBINED CONCRETE CURB AND GLITTER, TYPE C (VERTICAL) Crosswalk Markings 2'-7' -R�Q ICD �2%reUA� 2%min- Homme COMBINED CONCRETE CURB AND GUTTER (VERTICAL) y S ti a 290 min. 7 +v� v. v• v' v' . •2% alio.. e1o�e MONOLITHIC CURB (VERTICAL) - - �_ O Srdexlelt Q Ream Cab , W as�RWqurWd W W W W ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP AD]ACENT CURB Rehrm Curb " as Requled Crosswalk raarl0ngs� W � r y��, � W w r Q 5Hewalk 0 W w ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP WITH BUFFER NOTES: Q A hinting space is not equines the [alp of the amp for a vne way dlrecdorhal perprndrcuiar curb ramp- O °niers Mere is no buffer between the 9dewalk and curb the peered mirimum sidewalk width is 6 R. Where a tnrttw is placed betweert the sldewalk and conte, the preferred minlmun sidewalk width 6 5 R See standard Drav6ng Series E 604-SOWK for sidewalk daulk. LEGEND: Surer a Other fon-Walkable Surface Q Ramp Detectable Waning Surface NOTES: Ql The bottom edge or the ramp OF setback and top of Curb shoal be kkoh win the edge of 000HR pallement and gtller Iola. 'lr A Montag space is not required at the tap of the ramp fpr a one-warV Ramp hKldh rdEwdk Caper y dlrectlonal perpenck lar orb ramF 'V y curt ramp 9xiace snarl be hoarse t)mril!d twwarse to Oe running l E i 2. The grade of he ade"lk is mored in t ht direction of mdestonan A kifil '. Ener. 4 A y y travel. The grade of the sidewalk shall not exceed the grade of the ad]acent r4Edway. Tike from i6 measured pefpand Kuhr to the p4 See Sdnderd l]auilng E 60e-SLNCR-01 Tar oma ,Sops aaxptlws. � 2 Sldes•alk El[pantsion ]lahw� '4k Y -i' -lope ditenlon d ped�arun value. macros, stype dune swenvalk shall Mol 5. See Standard Drardv E 60-SVXR-1.L -l3, and -14 for Detectable Der. 1 49 ft bel. sid.lk 6spansion Warthog Surrace placerrnent, va rg.raton, and deml5. µ• 'l' B Bev. S r4 ` -Y component Slope E4Wfldrt7: 6. See Standard DrzWN E 604000-01 fors lemm& a paralon MIR Ramp u, - � I - Cm. 2 1 5 9.33'% Lleta its. Repro OA w as Required t� B it or fonnrt-, maabmr, M14 Polk, ored- protruding ollpd. V"- It. skkwaik dear width is len than 5 R a pMkV space shall be ! 1de.. k Erparmon ]tat Hev. 6 1 Elan. 2 - Bev. 3 1 3 Pro% Cxade of •Y W w W •:• • Ruhr" Slope S�h•� Length Ad]acard Street ti W 3 'ti 0 591b)WE tel Ramp us -I Eler.4-Eft, S 1 5iDD% a A�f Cress Slope Ramp went rorlhqurat*rl5- Hev. 3 Gpsswak MarMni Setback w Elev. 6 - Elev. 7 1 S 200% Pedhstr]an y� Cress Slope Ramp Molt ❑c&dng Buffer LEGEND: Ferri❑ cream � D eurtx«tater nw,-waauat ,.tract Reap EIeY.4 Eley. S U2 a ( Delb=* warntp 9Jrfxe paremerd INDIANA DEPARTMENT OF TI SECTION B -B ONE-WAY DIRECTIONAL PE CURB RAMP COMPONEf sebackLengtin (tamp Length skierlalc SEPTEMBER 20 Mn. Erer.1 STANDARD DRAWING NO. 1 Eley. 3-\ u: Eley. 2 u o `•'S�1 yr •PN �., SMewak Erp�alon joint - w 'S o29r71 STW.LYIF116 - 102 124 SECTIONy,= Is/Afcrf(y!. 9fi ,I,� .a'�DfyAL EC •`'• G@F r712NSR Driveway(�[��] as ACGurred L- 51QaweK Ju nt rdEwdk Caper y 0S"grade- I Sat least 0.5046 less *um the madmurn are preferred. r l E i 2. The grade of he ade"lk is mored in t ht direction of mdestonan A kifil E travel. The grade of the sidewalk shall not exceed the grade of the ad]acent r4Edway. Tike from i6 measured pefpand Kuhr to the Equivalent to Surface -lope ditenlon d ped�arun value. macros, stype dune swenvalk shall Mol a E 49 ft bel. sid.lk 6spansion kniaU5 4 Where mere 5 m WBeb between the 40NOM art Curtr rhe prde red 0 $' A 4-n rrdii"um Rea r w il, spar be p -kk-d dj-"e W t-1 it or fonnrt-, maabmr, M14 Polk, ored- protruding ollpd. V"- It. skkwaik dear width is len than 5 R a pMkV space shall be provided at 200 R Intervals. See Standard Drawing E i5M-SDft-0t for mamak 0mang mace detafs. CS Q SM Standard Crewing E 604CC5]-01 for sidewalk cxpareXon pint details. Q6 Ss: Sl.andard thawing E 604-SDWK-03 lar sidcmllk d -,-v trrnsi. J rorlhqurat*rl5- R = 20'-0" min. adi. to traffic lane R = 10'-0" min. adj. to parking lane - [mtractnn ]ants (3 curb TypC as A Wong wity P* or specifled no plans Other Prctrulling object SIDEWALK PLAN R 5 R Min. 01, ) I G 1 f I II I 5rtlerralK Spat• � IC .. I I I pawq I SidwNk j � I I I i Curt, PASSING SPACE Skk..L Width S B Mill. 130F.2 E Mkt. (her widd, 4 R Min. 9 m sit pe O- Existing 11Ulty PoICIX quer Protrudksg Ob]ect SECTION A -A c d°n E hwthWt ries u stop Control pr"truauhq t7b}ed SIDEWALK PLAN Clear Wim A R Mn• { in Crow gape 2.pp9.6 Mar. SECTION A -A Rhyl rrarnytion • 9.P, A .W. _-_• WIDE SIDEWALK utlRy Pok a Other Flush Transiom .Q y SIDEWALK TRANSITION T 5idewak TArlel[bn [ih'RI Trartsrton _%+ T 5a lildh Tran SIDEWALK APRON t]FFSET COnetruction joint a. I +r New PCCP toll contraction joint NOTES: 1. M skas arc absdute radar than relative to We sidewalk or roadway grade. Slopes at k= 0.50%less than the nnlrirrl n are preferred. 2- The grade of me Sidewalk C measrred in the dwW-Wn or ptaleLtnan L-4. The grade of the side -k elWl not exceed the graded dw adlaserx roadway. Tine cross slope IS meawred parper)dIcao to the direction of pec estri n travel- The a slope of h+e sidewalk shall nal noted Z -00T. O3 Where there is Wffa betwea+ the siden alk anti ant, me pelemed W"MM 5.0"ak dear cream is 5 it A4•ft minimum dear with shall be provides adjacery to snreet hrriture, r oimox, ublily pole, er other prolndirg eked. Where the Adewahk der wld[n is less than 5 K a f assvq space stem l he prov dad at 200RInter.als. The passing space mmimunr clear dimension stall be5Rx5it- See Standard Drawing E 50t{C9-01. for sidewalk erpanSlon )ornt details. Q see Standard Dravang E 50450WK-03 for skkwalk dr9vnvay c❑vsckng oonrgurations. NOTES! i. Al slopes are absvhrle radw Vran rl m the sidewalk a roadway grade- slopes at leaasi o -5d% less hewn ale ma%irt" are preferred. 2- A skl-lk driugway ¢acang sial crag be used m a sidewalk M a readentid d -,-r IX a a rnrnilI dr,--y.4hod yield en :tap control. A orb ramp shah be used at aro other ansa (p. See Slarhderd Craw�g Sones E 604-SWCR for curb ramp details. Q3 whsle a Pawalk transdem rs used to lower or rawc the sdpwalK to wnnect wdh a resrdenrah dn.reway or wools I dnveway vnthott yiid o, stop oonmA the rowing slept• d the Transition shall be S.31% The grade of Me sidewalk across the dnm W shall not exceed the grade of the aelecel% r[aeway. O The area ketween the driveway and a flared sloe Or sid¢ lk trart§ljP. seal Math the driveway profile and transvt*se supe - 6. Atiming Waco is ria required at the tap of a Sldh:walk transition. Q7 Dbiects such asa utility cover, vauk frame, and grating shall be paceu ouhsde a siderralk uansr[kn. 8- A detectable warning Ream shat rgt be fixed at We cros irgs of residential ariveway. A d8edable warding suRace may be placed at the am ng M a cdmmerdal diyeway ydthm Yield or stop Coin". 9. See Surdard Drawing E 604•SDW-0l and -02 for Sidewalk tleLAE. 10. Sole Standard Drahalg Serres E 614 Ow for dross. INDIANA DEPARTMENT OF TRANSPORTATION >-r- nOred SIDEWALK DRIVEWAY CROSSING SEPTEMBER 241b STANDARD DRAWING NO. E 644-SDWK-03 skit ITA) ..rr... + c� CNA fri. Is/Elon l A -ail W Q* Zips 63/16/16 ❑EVGhI 5TANQarlpS ffL1rBR rah': pvr 10200124 " N - g ,rata of W d" - IlwarkA. w&F 63/lh'jJn_ S1F• .` CHIEF ENGIN ER DAW Epoxy coated 1'-i" long dowel bar, spaced I'-0" c. to e. Existing PCCP TIR ANSI TIQIV DEIGN Nev PCCP to Eriatiug PCCP d ad, (Near PCCP Thicker Than Existing) d r, do (Now PCCP Thinner Than Existing) Cud I 4 NOTES: I 1 I l Ql See Standard Drawing E 610-DREV-08 for Section A A, and Section B -B. 2. Pavement shall be PCCP for Approaches, 9 in., on subgrade treatment I \ \ Type II. I \ I \ 0 See Standard Drawings E 6D4SDWK-01 or E 6045DWK-02 for sidewalk \ elevation transition details, or Standard Drawing E 604-SWCR-09 for Monolithic curb sidewalk curb ramp details if the drive is signaltmd. 4. See Standard Drawing E 610-DRIV-07 for joint placement details. 9 Monolithic curb Sidewalk 3❑ S. See Standard Drawing E 610-DRIV-13 for General Notes and additional - �GUtter line Legend - 6. See Standard Drawing SM-CCPM2 for longitudinal joint details. Concrete curb and gutter preformed joint filler Concrete curb and gutter Edge of HMA pavernerrt CONCRETE CURB & GUTTER CONNECTION FOR CLASS I & III DRIVES LEGEND ❑w = Width of sidewalk 20'-0" (min.) _ FW -dl = Driveway width 40'-0" (max.) Grade intersect point ❑X = Distance between back face of curb and sidewalk _Existing Drive_ _ _ I _ _ _ ❑Y = Distance from front face of curb to It or R/W [�= Sidewalk elevation transition NOTES: 1. Ail 51opw are aP fine, ranter than MW" to the SdaNlc or Ma% ay 0S"grade- I Sat least 0.5046 less *um the madmurn are preferred. r l E i 2. The grade of he ade"lk is mored in t ht direction of mdestonan E travel. The grade of the sidewalk shall not exceed the grade of the ad]acent r4Edway. Tike from i6 measured pefpand Kuhr to the Equivalent to Surface -lope ditenlon d ped�arun value. macros, stype dune swenvalk shall Mol a E expeed 2.00%. c`1 4 Where mere 5 m WBeb between the 40NOM art Curtr rhe prde red muhrllum Sxllwal k width 6 6 ft. A 4-n rrdii"um Rea r w il, spar be p -kk-d dj-"e W t-1 it or fonnrt-, maabmr, M14 Polk, ored- protruding ollpd. V"- It. skkwaik dear width is len than 5 R a pMkV space shall be provided at 200 R Intervals. See Standard Drawing E i5M-SDft-0t for mamak 0mang mace detafs. 9 Q SM Standard Crewing E 604CC5]-01 for sidewalk cxpareXon pint details. Q6 Ss: Sl.andard thawing E 604-SDWK-03 lar sidcmllk d -,-v trrnsi. J rorlhqurat*rl5- NOTES! i. Al slopes are absvhrle radw Vran rl m the sidewalk a roadway grade- slopes at leaasi o -5d% less hewn ale ma%irt" are preferred. 2- A skl-lk driugway ¢acang sial crag be used m a sidewalk M a readentid d -,-r IX a a rnrnilI dr,--y.4hod yield en :tap control. A orb ramp shah be used at aro other ansa (p. See Slarhderd Craw�g Sones E 604-SWCR for curb ramp details. Q3 whsle a Pawalk transdem rs used to lower or rawc the sdpwalK to wnnect wdh a resrdenrah dn.reway or wools I dnveway vnthott yiid o, stop oonmA the rowing slept• d the Transition shall be S.31% The grade of Me sidewalk across the dnm W shall not exceed the grade of the aelecel% r[aeway. O The area ketween the driveway and a flared sloe Or sid¢ lk trart§ljP. seal Math the driveway profile and transvt*se supe - 6. Atiming Waco is ria required at the tap of a Sldh:walk transition. Q7 Dbiects such asa utility cover, vauk frame, and grating shall be paceu ouhsde a siderralk uansr[kn. 8- A detectable warning Ream shat rgt be fixed at We cros irgs of residential ariveway. A d8edable warding suRace may be placed at the am ng M a cdmmerdal diyeway ydthm Yield or stop Coin". 9. See Surdard Drawing E 604•SDW-0l and -02 for Sidewalk tleLAE. 10. Sole Standard Drahalg Serres E 614 Ow for dross. INDIANA DEPARTMENT OF TRANSPORTATION >-r- nOred SIDEWALK DRIVEWAY CROSSING SEPTEMBER 241b STANDARD DRAWING NO. E 644-SDWK-03 skit ITA) ..rr... + c� CNA fri. Is/Elon l A -ail W Q* Zips 63/16/16 ❑EVGhI 5TANQarlpS ffL1rBR rah': pvr 10200124 " N - g ,rata of W d" - IlwarkA. w&F 63/lh'jJn_ S1F• .` CHIEF ENGIN ER DAW Epoxy coated 1'-i" long dowel bar, spaced I'-0" c. to e. Existing PCCP TIR ANSI TIQIV DEIGN Nev PCCP to Eriatiug PCCP d ad, (Near PCCP Thicker Than Existing) d r, do (Now PCCP Thinner Than Existing) Cud I 4 NOTES: I 1 I l Ql See Standard Drawing E 610-DREV-08 for Section A A, and Section B -B. 2. Pavement shall be PCCP for Approaches, 9 in., on subgrade treatment I \ \ Type II. I \ I \ 0 See Standard Drawings E 6D4SDWK-01 or E 6045DWK-02 for sidewalk \ elevation transition details, or Standard Drawing E 604-SWCR-09 for Monolithic curb sidewalk curb ramp details if the drive is signaltmd. 4. See Standard Drawing E 610-DRIV-07 for joint placement details. 9 Monolithic curb Sidewalk 3❑ S. See Standard Drawing E 610-DRIV-13 for General Notes and additional - �GUtter line Legend - 6. See Standard Drawing SM-CCPM2 for longitudinal joint details. Concrete curb and gutter preformed joint filler Concrete curb and gutter Edge of HMA pavernerrt CONCRETE CURB & GUTTER CONNECTION FOR CLASS I & III DRIVES LEGEND ❑w = Width of sidewalk 20'-0" (min.) _ FW -dl = Driveway width 40'-0" (max.) Grade intersect point ❑X = Distance between back face of curb and sidewalk _Existing Drive_ _ _ I _ _ _ ❑Y = Distance from front face of curb to It or R/W [�= Sidewalk elevation transition d 1/2" preformed joint filler 7 - - Monolithic c 10'-0" (IND.) I ❑� Monolithic curb ❑Q Utility strip J 1I 112" preformed joint filler - A, B PLAN VIEW - CLASS III DRIVE + 1'-1" min ❑x=0to<6'-0"0 +8.33% max. grade ❑W = 4'-0" rain. 6" min. 50:1 max. sidewalk slope max. grade 2% up or l 6% down r r 1 ❑X = 6'-011 min..0 ❑w = W-0" min. 6- +8.33% max. driveway grade 50:1 max. sidewalk slope min. 11/2' 45" _.. vP ". �:.'. ori �..•_.P •IP• Class [ Delve - 6" PCCP an subgrade SECTION B -B beatrnent Type ]I Class III Drive - T PCCP on subgrade treatment Type ]I NOTES: 0 The limits for X are based on a 6" curb height. For other curb heights, the limits for X shall be adjusted. 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. or R!W Max- grade 15% up or 14% down IV -O" Max. grade 14% up or 6% down I Meet grade of algebraic diR. 1/2" preformed joint filler Mex algebraic d'df.0 required when existing drive is PCCP Meet grade of existing drive or WWMax. grade 15% up F10'-0" -}- ! or 14% down Max. grade 14% up or 6% down I Meet grade of existing drive 112" preformed joint filler required when existing drive Max. algebraic diff. Is PCCP LEGEND ❑W =Width of sidewalk X❑ = Distance between back face of curb to sidewalk. ❑Y = Distance from front Face of curb to IC or R/W. ®= Sidewalk elevation transition section view. Q= PCCP GENERAL NOTES i. These notes apply tD Standard Drawings E 610-DRIV-01 through 12. 0 If a PCCP approach is pass QI or Class IV, the redfl shall be constructed using ear construt don Type C as detailed on Standard Drawing E 605-ERCN-02. i When the maximum approach grade of ±10% does not meet the grade of the existing drive before the R/W Ione, the approach grade of t10% shall extend beyond the R/W to the point of Intersection with the existing driveway grade. Construction beyond the R/W line shall be done in temporary R/W. Q4 The appropriate pipe end treatment should be provided for pipes located either inside the clear zone or outside the dear zone. The maximum algebraic difference in grades shall not exceed 8% for vested grade nor 12% for sagged grades for Types I and III drives, nor 11% for vested grade and 14% for sagged grades for Types II, 1V, and V drives. 0 The minimum driveway pavement sections for Class ID, IV, VI and VII Drives have been designed for 400 trucks per day. IF the truck traffic count is greater than 400 per day, the required pavement section shall be as shown elsewhere on the plans. 11. See Standard Drawing E 610-DRIV-14 for shoulder treatment at driveways. 12 Curb Ramp Type H, as shown on Standard Drawing E 604-SWCR-09, when the approach is signalized, or a sidewalk eievaton transition as shown on Standard Drawing E 604-SDWK-02 shall be used when sidewalk Is adjacent to curb. 13 When X is equal to or greater than 2 ft but less than 6 ft, eit w a Curb Ramp Type G as shown on Standard Drawing E 604-SWCR-09, when the approach is signalized, or a sidewalk elevation transition as shown on Standard Drawing E 604-SIYWK--01 shall be used. 14 When X Is equal to or greater than 6 ft, no curb ramp or sidewalk elevator transition Is required unless the curb height is in excess of 6 inches. 15 Embankment slopes within the mainline clear zone for new construction/reconstruction projects or within the obstruction -flee zone for 311 projects should be as shown in the table on Standard Drawing E 610-PRAP-04. Outside the dear zone or the obstruction -free zone, the embankment slopes should desirably be 4:1 but not steeper than 3:1. i6 He - earth cover over culvert shall be 1 foot or greater. LEGEND Q 1/2 in. preformed joint filler ❑X = Distance between back face of curb and sidewalk. ® Monolithic curb for PCCP Approaches ❑W = W dIt h of sidewalk or conrete curb and gutter for HMA for 0 pOCP Approaches. ® Longitudinal joint Curb ramp, if signalized, or typically, sidewalk elevation transition. ® [E Concrete sidewalk Curb ramp or sidewalk elevation transition section view. ❑S For type and thickness equivalent to surface in place, see plans. 20 Keyway construction joint TYPE I, II, III, IV, VI AND VII DRIVES NOTES 1. The pay limits shown hereon generally apply to Type I, II, III, IV, VI and VII Drives as shown on Standard Drawings E 610-DR1V-01, -02, -03, D4, -06 and -07 respectively. 2. Approach Area - HMA for Approaches or PCCP for Approaches. This area typically extends from the edge of an 8 foot or wider paved travekway shoulder to toe right of way or property line or within a few feet of the right of way or property line where the new drive meets the grade of the existing drive, depending on the site-specific conditions. Where the traveiway paved shoulder width Is less than 8 feet, this area will be measured from the edge of travelway. 3. Transition Area - an equivalent pavement section to the existing drive. This area typically extends from the right of way or property Ione to a point on the property owners drive where the new drive grade can it the existing drive grade. INDIANA DEPARTMENT OF TRANSPORTATION DRIVES GENERAL NOTES AND LEGEND SEPTEMBER 2010 STANDARD DRAWING NO. E 610 -DM -13 445hlllllr//r, 4 • ar]C �Gts _`� /s1Wk1iiwdf- NanCreasw 09/01/10 _ No. fn 9 7 5 0 _ DMGN STANDARDS ENGINEER DATE STATE OF 4r. /s/Wa'kX Star 0-9/01/10 r,,rIQNAlE4x.° CHIEF HIGHWAY ENGINEER DATE 4h DESIGN STANDARDS ENGINEER 6 Z D C/) �wN 1� t1 - M1 &.' Q0 1� r ~W�ca o �00 U) �7 Vo N N`4 mftft O LL - o •, �N� ��0 : �Ua�� 00 � C3 Jam" n o r_ Q V � %%111fit, �� G L E/SS40�0. �♦ N •�G\STEj�'• �� 0 No : PE10403858 -13 Q7 STATE OF • 44/ ONAI- DATE: 10/26/2018 DWN BY: KPB CHKD. BY: I I N/A l E i 10/26/18 E ' l Equivalent to Surface F B in place E O I it or it or 9 R = 20'-0" min. adi. to traffic lane R = 10'-0" min. adj. to parking lane d 1/2" preformed joint filler 7 - - Monolithic c 10'-0" (IND.) I ❑� Monolithic curb ❑Q Utility strip J 1I 112" preformed joint filler - A, B PLAN VIEW - CLASS III DRIVE + 1'-1" min ❑x=0to<6'-0"0 +8.33% max. grade ❑W = 4'-0" rain. 6" min. 50:1 max. sidewalk slope max. grade 2% up or l 6% down r r 1 ❑X = 6'-011 min..0 ❑w = W-0" min. 6- +8.33% max. driveway grade 50:1 max. sidewalk slope min. 11/2' 45" _.. vP ". �:.'. ori �..•_.P •IP• Class [ Delve - 6" PCCP an subgrade SECTION B -B beatrnent Type ]I Class III Drive - T PCCP on subgrade treatment Type ]I NOTES: 0 The limits for X are based on a 6" curb height. For other curb heights, the limits for X shall be adjusted. 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. or R!W Max- grade 15% up or 14% down IV -O" Max. grade 14% up or 6% down I Meet grade of algebraic diR. 1/2" preformed joint filler Mex algebraic d'df.0 required when existing drive is PCCP Meet grade of existing drive or WWMax. grade 15% up F10'-0" -}- ! or 14% down Max. grade 14% up or 6% down I Meet grade of existing drive 112" preformed joint filler required when existing drive Max. algebraic diff. Is PCCP LEGEND ❑W =Width of sidewalk X❑ = Distance between back face of curb to sidewalk. ❑Y = Distance from front Face of curb to IC or R/W. ®= Sidewalk elevation transition section view. Q= PCCP GENERAL NOTES i. These notes apply tD Standard Drawings E 610-DRIV-01 through 12. 0 If a PCCP approach is pass QI or Class IV, the redfl shall be constructed using ear construt don Type C as detailed on Standard Drawing E 605-ERCN-02. i When the maximum approach grade of ±10% does not meet the grade of the existing drive before the R/W Ione, the approach grade of t10% shall extend beyond the R/W to the point of Intersection with the existing driveway grade. Construction beyond the R/W line shall be done in temporary R/W. Q4 The appropriate pipe end treatment should be provided for pipes located either inside the clear zone or outside the dear zone. The maximum algebraic difference in grades shall not exceed 8% for vested grade nor 12% for sagged grades for Types I and III drives, nor 11% for vested grade and 14% for sagged grades for Types II, 1V, and V drives. 0 The minimum driveway pavement sections for Class ID, IV, VI and VII Drives have been designed for 400 trucks per day. IF the truck traffic count is greater than 400 per day, the required pavement section shall be as shown elsewhere on the plans. 11. See Standard Drawing E 610-DRIV-14 for shoulder treatment at driveways. 12 Curb Ramp Type H, as shown on Standard Drawing E 604-SWCR-09, when the approach is signalized, or a sidewalk eievaton transition as shown on Standard Drawing E 604-SDWK-02 shall be used when sidewalk Is adjacent to curb. 13 When X is equal to or greater than 2 ft but less than 6 ft, eit w a Curb Ramp Type G as shown on Standard Drawing E 604-SWCR-09, when the approach is signalized, or a sidewalk elevation transition as shown on Standard Drawing E 604-SIYWK--01 shall be used. 14 When X Is equal to or greater than 6 ft, no curb ramp or sidewalk elevator transition Is required unless the curb height is in excess of 6 inches. 15 Embankment slopes within the mainline clear zone for new construction/reconstruction projects or within the obstruction -flee zone for 311 projects should be as shown in the table on Standard Drawing E 610-PRAP-04. Outside the dear zone or the obstruction -free zone, the embankment slopes should desirably be 4:1 but not steeper than 3:1. i6 He - earth cover over culvert shall be 1 foot or greater. LEGEND Q 1/2 in. preformed joint filler ❑X = Distance between back face of curb and sidewalk. ® Monolithic curb for PCCP Approaches ❑W = W dIt h of sidewalk or conrete curb and gutter for HMA for 0 pOCP Approaches. ® Longitudinal joint Curb ramp, if signalized, or typically, sidewalk elevation transition. ® [E Concrete sidewalk Curb ramp or sidewalk elevation transition section view. ❑S For type and thickness equivalent to surface in place, see plans. 20 Keyway construction joint TYPE I, II, III, IV, VI AND VII DRIVES NOTES 1. The pay limits shown hereon generally apply to Type I, II, III, IV, VI and VII Drives as shown on Standard Drawings E 610-DR1V-01, -02, -03, D4, -06 and -07 respectively. 2. Approach Area - HMA for Approaches or PCCP for Approaches. This area typically extends from the edge of an 8 foot or wider paved travekway shoulder to toe right of way or property line or within a few feet of the right of way or property line where the new drive meets the grade of the existing drive, depending on the site-specific conditions. Where the traveiway paved shoulder width Is less than 8 feet, this area will be measured from the edge of travelway. 3. Transition Area - an equivalent pavement section to the existing drive. This area typically extends from the right of way or property Ione to a point on the property owners drive where the new drive grade can it the existing drive grade. INDIANA DEPARTMENT OF TRANSPORTATION DRIVES GENERAL NOTES AND LEGEND SEPTEMBER 2010 STANDARD DRAWING NO. E 610 -DM -13 445hlllllr//r, 4 • ar]C �Gts _`� /s1Wk1iiwdf- NanCreasw 09/01/10 _ No. fn 9 7 5 0 _ DMGN STANDARDS ENGINEER DATE STATE OF 4r. /s/Wa'kX Star 0-9/01/10 r,,rIQNAlE4x.° CHIEF HIGHWAY ENGINEER DATE 4h DESIGN STANDARDS ENGINEER 6 Z D C/) �wN 1� t1 - M1 &.' Q0 1� r ~W�ca o �00 U) �7 Vo N N`4 mftft O LL - o •, �N� ��0 : �Ua�� 00 � C3 Jam" n o r_ Q V � %%111fit, �� G L E/SS40�0. �♦ N •�G\STEj�'• �� 0 No : PE10403858 -13 Q7 STATE OF • 44/ ONAI- DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 10/26/18 Li I� O H� rCN 1� Cd C8 � > .w WQ Nom W� T --i nW PROJECT NUMBER WAX.001 DRAWING NUMBER C1001 SHEET 14 OF 27