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HomeMy WebLinkAboutC10.1 - General Details-INDOTNOTES: .,, 1. Dehedabhe warning surface shall consist OF trursQted dames- Domes Ramp Width .. shall be al tined m a square or radial grid pattern .Rh diameter and Brick oeeedable -+. 50%- 65% Of aria Dlan>mer � center-to•center spacing within the ranges sP0dfled- y w r• w w Warning SurfacesBuffer or ctra 2. The detema Ctable ova ming SU rfaca y be field Cut Tmngnn lEd doe Non -walkable surface spacing beeen adjacent panels shall be wkhln the ranges specified.® 'D ® Q ® ® ® ® �aseDlariete hv_Q w W w w w w w l 3. The detectatk wa ming surface shall contrast visually with adjacent I _ wr Mi". • .4- Max. surfaces, emhw IlghtbrAark or dark•an•Ilght. 4. The detectable wa ming surface shall extend a mnlmum or 2 ft in the SECTION A -A direction of poll travel and extend the mil width as 43 , The detedahla worming surface shall not be placed acmes a grade break. r Max. wbhin 4- Min.= Ramp wwth Bader So The ruximum courRa Stupe of the gutter W street at The buttom of the ramp shall be 5.00%tonere the algebraic dlgererxe between the BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER Q 1.6 Mil. - 2.4" Max. running slope and the counter s" elmeeds tl%, a Zit minlmun k -ml strip shmIrl he provided at the bottom of the ramp. Where a corttrete border a used for Forming, the Hordes shall be cast Brushed Vn rel"g Earnetlts(T9P•) monolithically with the curb ramp mrlQete. The concrete border shall Bnahed Sand Mill Cryp-)rot reduce the vdN dby more than 2 In. on each aide. latex Selddl M«ar (TM) 70moi"' moi'' P/ Where forming other than a Cgta border Is lt5etl, the Edge teg T a •• : • 4 • a •.a tnof Qrh ��}) {�}�} r&Z-.Ant snail noth t enucarh urlon e ramp wldth- �Sd•'d .° .. .. .. .. ..,.. .. .. :ilramp ''b•' -'a:• a'•.A as .;•.y •d a�. ,�:a •.'a 6'-B' a€•: pAVEMWOR _4[41--Imo]]---Li41• `a a:. A : - •- a. e : a'p -.m'. 'ar3Ul"FEF; � \TYJ �T: J \`Tt'l am STYPICAL RAMP AND BRICK SURFACE CONSTRUCTION DETAIL TRghl1CAMD D ME ria" NRn. INDIANA DEPARTMENT OF TRANSPORTATION • ,n RAaa: d',' .. .pe• = i : - .. • •a • . • DETECTABLE WARNING SURFACE DETAILS o'e. -. n :e' ; .'.' - .. - .� a , a • -'n � a " a .a •: ;e- -�•p• -° i •a . a'w a.'a.. 'q •L PAVE?7EN'PDR b a a_: a,• a - •a" Ol..C#J?TF6R a &33 SEPTEMBER 2018 '. e � a- - • � .. a • %Max, s.md96 ttex. ' a ° a' STANDARD DRAWING NO. E 604-SWCR-14 SOS Spa, a" • Ramp cuderarsweet 9epfrom ramp 2 ft leas strp -. 2Curb ? M�� -❑rdt '••H R m k l strep ."5 rA : ISISRU45f1h W. 4kafipqr 03/29/18 ALTERNATE CURB CONSTRUCTION CHANGEQGRAl7E 7 1135 = No w = DEM STAAOARDS ENG&M DATE 10200124 r• q w A aaeoE 501 X 1'-10" 'ids /010"Lecf* 04PS1I8 '.'rftirAt- toiler EMNEBR DATE 8' 2'•O' 3' 11, 4 k- * 2%dtY1. d• doe � pq. ea: .ey. .ec: •a T. '� 2% HIM. COMBINED CONCRETE CURB AND GUTTER, TYPE B (SLOPING) 1' ti r 1 R 2%Min. _I� Y 7 eco ev, eve ave ay. a • 2% rain. slope COMBINED CONCRETE CURB AND GUTTER, TYPE C (VERTICAL] Crosswalk Markings 2'-7' q1 Q ItR �2%MTM!t 2%min- dope COMBINED CONCRETE CURB AND GUTTER (VERTICAL) y S ti a 290 min. 7 +v� v. v• v' v' . Mah Cane e •2%min.. MONOLITHIC CURB (VERTICAL) O Srdeisek Q Rearn Cab ,. W as�RWqurWd W W W W ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP ADJACENT CURB Return Curb " M Requied CrOsSWalk Markings ww w y��, � W w lel 5fdevYalk Q w w ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP WITH BUFFER NOTES: QA Mlirg space is notrequired the OF the amp for a vne way directional perprndrcular curb ramp- O whet! there is nD huFFe berlween the sidewalk and Curb the p'efer minimum sidewalk width is 6 R. Where a buffer is placed between the sldewalk and etl the preferred minlmurn sidewalk width Fid 5 ft See Standard Drav6ng Series E 604-SDWK for sidewalk demlD. LEGEND: Buffer or Other Win -Walkable Surface 0 Rase p 0 Detedahle Warning Surface NOTES: Ql The bottom edge orthe ramp OF satbad: and top Of curb shall be ekoh wren fie edge of aOJ 0HR p women and gullet' Acle. 'lr A tuning space is not required at the cop of the ramp for a one-way Ramp hKldh rdnnyak Gnpar m directional vervenck lar orb rant+, +V -V cure ramp surface shall be coarse bn aerned ttan4yet5e to the runronjj � I i 2. The gra4r of SIC sidewalk is n carsur d in the &oction of pcdestnan slope, '.F]er. 4 A y y travel. The grade of the sldcwolk shall no exceed the grade of the adjacene roadway. The Crow slope i6 riamured pefpaw cular to the p4 See Standard Gruwilrg E 60e-StNCR-01 Tar ooea `-1mPe apxpticrls. � 2 97ewak EKponsion ]e„w� r]keCrlpn [1 pen travel. The cross Swpe the slde"ll, shall mol 5. See Standard Drawled E 60-SVXR-12, -l3, and -14 for DenaefaWe µ• Br. 1 49ft6eiween Skd.11k Warning Surf c ptaclarrent, vunfp.radon, and 6eml5. B Bey. S r4 ` -Y component Slope E4Wfldre: 6. see Smndmd D aarng E 604000-01 for skkmm& a parnalmn 1drR 'y yy Ramp u, - I E)dr. 1 -��2 1 5 9.339r dLt9I5. Rehrrl Cubw fy+ y w as ReQuired O 8 ` F -tum, malbmrr M14 pal., orother protruding olopd. wnee ate �S--- skkwalk dear width is len Chan 5 R a pelsairg space shat hr 4dcwalc Erparmon ]cat 6 1 Elan. 2- Bey. 3 1 3 Profle B me of •Y W w W•:- • Runrrig Shope S�h•� Length Ad)acgd Streitt ti W 3 'ti 0 59timit Length Ramp us- Ekr.4-EIer.S 1 5i0D% a A-Wf Cross Slope Ramp wcith rorl6qura[x>ns. Hev. 3 Crommmik MarMni Setba& w Eley. 6 - Eley. 7 1 S 200% Pedestrian StreetCress Slope Ramp Ndth Qosdrlp k rBuffer a -r --•LEGEND: clam❑ width 1 _ f _ I� a RVifC«othlf non-wallPDle srfdC! Q Ramp EICy.4 Barr. S U2 a [ Det6r'flbie Wwft Surface paremerd INDIANA DEPARTMENT OF TI SECTION B -B ONE-WAY DIRECTIONAL PE CURB RAMP COMPONEf SeWTdc Length Ram❑ Length 5klemak SEPTEMBER 20 STANDARD DRAWING NO. 1 Min. Erev. 1 Eley. 3-\ ua sele. 2 U 1 `••S�1 yr •PN �., IzA _•. i•:' '� err''. No. On Sldewak Expmaimn joint - w 'S p29r71 STW.LYIFD6 - 102 124 saArevE SECTION A -A ' 56 y,= Is/Afcrf(y!. 9fi ,I,� .a'�OryAL EC •`'• CA@F S12Nr4R Driveway(�[��] as ACGuned L- SrExpsn" Joint dewalK rdnnyak Gnpar m 0 I grade- Sipes at least 0.5046 less a.an the maxkrexn are preferred. r � I i 2. The gra4r of SIC sidewalk is n carsur d in the &oction of pcdestnan A 30Nt E travel. The grade of the sldcwolk shall no exceed the grade of the adjacene roadway. The Crow slope i6 riamured pefpaw cular to the Equivalent to surface r]keCrlpn [1 pen travel. The cross Swpe the slde"ll, shall mol a 49ft6eiween Skd.11k nskm 5 4 where there's no Wit bmwA the Sick'' k and anrb, rmC prde and 0 $' A 4-n rrdii"um Rear wdth shat be prw•ded dj-.l to trees it or F -tum, malbmrr M14 pal., orother protruding olopd. wnee ate skkwalk dear width is len Chan 5 R a pelsairg space shat hr provided at 200 ft Intervals. See Standard riamV E i5M-SDWX-0t for www pal Space deals. 9 Q SM Standard Drewing E 604CC5]-01 for sidewalk cxpareXon Ont detai$. Q6 See Btandand Ding E 604-SnWK-03 fpr sie!L alk d -,.v cnnsi. J rorl6qura[x>ns. -s R = 20'-0" min. adi. to traffic lane k 6 R between tc�) - 4 im Contraction INNS (3* til F Curb Typeas A ENiong IMIRy Pok or specined°" P4rx Ottw Protruding object SIDEWALK PLAN ma R 5 R Min. Ow ) I G I f I IIS I 54*"K SP1Ca IC .. I I I Pmq I SidwalrC j k I I i dub PASSING SPACE Skk..L Width S B Min. leaner 2 E Mkh. Cker W1111l 4 R Min. 9 m g� ExIsung Unilty Pore or Other Protruding Obiect SECTION A -A y washout conte Stop Control preeud09 Mpeee SIDEWALK PLAN Clear Width A R Mn• { in Cross Dope 2.00% Max. SECTION A -A Rhyl Trarigltion • 9.P, WIDE SIDEWALK UtiRy Pale erDt6er wrny�y Rush 7,arlsition .Q y SIDEWALK TRANSITION T 5id[Yeak TrarBHlon [Ts'RI Trarttlapn _%w T 5a liustn Tran SIDEWALK APRON OFFSET Cvnetrurtion joint a. I +r New PCCP loll L. r ��D-1 cvatraation joint NOTES: 1, M skit's arc absolute rather than relative to the sidcwak or madlow grade. Soper at karst 0.50%less than the maninum are prefcm"d. 2- The grade of me Sidewalk Is measured it the dwW-Wn or Fca Malan L --A lYw grade of the sldewak shall not exceed the yradvof dw adiacelx FObil.ay. Yoe crass slope 16 measured perpEodicao to tore dkection of Fxdestri n travel- The a sl"❑e of " sidewak shall net fx 2.004' O3 Where there is tlurfa beuweai the sklenalk anti curb, me preferred mollmuln 40ewak crew VA" is 5 it A4•ft minimum dear with shall be pmodeel adjacerr in sheer 6rritre, rreilbax, ublily pole, or other prorndirg ohJed. L4here the sldewdk der won is less than 5 K a pessrhg space she I be provMee at 200 Rirnter itis. The passing space mi+imum clear dimensiTn shall be5Rx5ft- see Standard Drawarg E 504{C9-01. for sidewalk eepanSlon joint details. Q Sec Standard Draxang E 6D4-50WK-03 for sidewalk drlf, a vvskng dorlfgwations. NOTES! i. Al slopes are absvhrle radw Ulan rela❑ m: m the sidewalk a roadway grade- slopes at raasi o -5o% less than die nlatlmlm are preferred. 2- A sidewalk ddy¢way dossing thal crag I m used m a ddewak ore a -lclen1J.I dmrnay IX e ownvnerdel dr,--y.4h"d yield IX :tap control. A ori] ramp shai be used at NI other crossings. coo s. See Slaoidard Cr'aw�g Saves E 604SWCR for curb ramp details, awhale a kduwalk trainmen rE need m lory or rave the 9dpwalK to wnnect wdh a res idenrud dn.reway or comrrre I dnveway vntfIX yiid a stop oonmA Uw running slept• of the Transition shall be S.31% The Bade of the sole -alk across the driveway shall not exceed the graded the adpcent roadway. O The area k tvmcrn the driveway and a hared sloe a sidewalk trara+lP' SW Manch mil dnireway profk WCI "Asverse $W- 6. Atiming Waco is ria required at the cop of a Sidewalk Transition. T ObWas such asa utility cover, "&frame, and grating shat be passu outsde a siderralk uan%ti n. 8- A detectable worming s dace Steal not be ptacM at the cos Ings of a residential dirveway. A Whdable warring surface may be prated at the am ng of a commerdal dnywray ydthout Yield or stop Con". 9. See Standard Drawing E 604•SDW-0l and -02 for Sidewak DeLAs. 10.562 Standard Dravmg Serres E 610 OW for drives. INDIANA DEPARTMENT OF TRANSPORTATION SIDEWALK DRIVEWAY CROSSING SEPTEMBER 2016 E s STANDARD QRAWING NO. E 644-SQWK-03 Flared skit (Tip.) �w.., f /rr¢rr�,rkerrWQ*iyrpl 63/16/16 5TANDARElS bVROBER ❑xl: 1 0 0124 - IlwarkA. w&F 63/1h'j Jn_ S10htlL F• .` CHIEF ENGINEER DAW Epoxy coated I' -W' long dowel bar, spaced I' -d' c. to e. Existing PCCP TRANSI TIQN DEIGN Nev PCCP to Eriatiug PCCP It cede, (Near PCCP Thicker Than Existing) d r, do (Now PCCP Thinner Thein Existing) wd 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 signaltzed. 4. See Standard Drawing E 610-DRIV-07 for joint placement details. 9 Moe -,b Sidewalk 3❑ S. See Standard Drawing E 610 DR1V 13 for General Notes and additional GUtter line Legend - 6. See Standard Drawing 503-WJ-02 for longitudinal joint details. Cxrcrete curb and gutter1/2" preformed joint fillerConcrete curb and gutter Edge of HMA pavementRETE 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 0 = 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 yypw are 3"tnt natnu than regi to the E+0lwlOc or roa% ay 0 I grade- Sipes at least 0.5046 less a.an the maxkrexn are preferred. r � I i 2. The gra4r of SIC sidewalk is n carsur d in the &oction of pcdestnan E travel. The grade of the sldcwolk shall no exceed the grade of the adjacene roadway. The Crow slope i6 riamured pefpaw cular to the Equivalent to surface r]keCrlpn [1 pen travel. The cross Swpe the slde"ll, shall mol a mooed 2.00%. OE C.n 4 where there's no Wit bmwA the Sick'' k and anrb, rmC prde and minimae m s 7ewal k widen a 6 ft. A 4-n rrdii"um Rear wdth shat be prw•ded dj-.l to trees it or F -tum, malbmrr M14 pal., orother protruding olopd. wnee ate skkwalk dear width is len Chan 5 R a pelsairg space shat hr provided at 200 ft Intervals. See Standard riamV E i5M-SDWX-0t for www pal Space deals. 9 Q SM Standard Drewing E 604CC5]-01 for sidewalk cxpareXon Ont detai$. Q6 See Btandand Ding E 604-SnWK-03 fpr sie!L alk d -,.v cnnsi. J rorl6qura[x>ns. NOTES! i. Al slopes are absvhrle radw Ulan rela❑ m: m the sidewalk a roadway grade- slopes at raasi o -5o% less than die nlatlmlm are preferred. 2- A sidewalk ddy¢way dossing thal crag I m used m a ddewak ore a -lclen1J.I dmrnay IX e ownvnerdel dr,--y.4h"d yield IX :tap control. A ori] ramp shai be used at NI other crossings. coo s. See Slaoidard Cr'aw�g Saves E 604SWCR for curb ramp details, awhale a kduwalk trainmen rE need m lory or rave the 9dpwalK to wnnect wdh a res idenrud dn.reway or comrrre I dnveway vntfIX yiid a stop oonmA Uw running slept• of the Transition shall be S.31% The Bade of the sole -alk across the driveway shall not exceed the graded the adpcent roadway. O The area k tvmcrn the driveway and a hared sloe a sidewalk trara+lP' SW Manch mil dnireway profk WCI "Asverse $W- 6. Atiming Waco is ria required at the cop of a Sidewalk Transition. T ObWas such asa utility cover, "&frame, and grating shat be passu outsde a siderralk uan%ti n. 8- A detectable worming s dace Steal not be ptacM at the cos Ings of a residential dirveway. A Whdable warring surface may be prated at the am ng of a commerdal dnywray ydthout Yield or stop Con". 9. See Standard Drawing E 604•SDW-0l and -02 for Sidewak DeLAs. 10.562 Standard Dravmg Serres E 610 OW for drives. INDIANA DEPARTMENT OF TRANSPORTATION SIDEWALK DRIVEWAY CROSSING SEPTEMBER 2016 E s STANDARD QRAWING NO. E 644-SQWK-03 Flared skit (Tip.) �w.., f /rr¢rr�,rkerrWQ*iyrpl 63/16/16 5TANDARElS bVROBER ❑xl: 1 0 0124 - IlwarkA. w&F 63/1h'j Jn_ S10htlL F• .` CHIEF ENGINEER DAW Epoxy coated I' -W' long dowel bar, spaced I' -d' c. to e. Existing PCCP TRANSI TIQN DEIGN Nev PCCP to Eriatiug PCCP It cede, (Near PCCP Thicker Than Existing) d r, do (Now PCCP Thinner Thein Existing) wd 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 signaltzed. 4. See Standard Drawing E 610-DRIV-07 for joint placement details. 9 Moe -,b Sidewalk 3❑ S. See Standard Drawing E 610 DR1V 13 for General Notes and additional GUtter line Legend - 6. See Standard Drawing 503-WJ-02 for longitudinal joint details. Cxrcrete curb and gutter1/2" preformed joint fillerConcrete curb and gutter Edge of HMA pavementRETE 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 0 = 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 13 - ❑x=0to<V-0"0 +8.33% max. grade 10'-0" (WD.) I ❑� Monolithic curb ❑Q Utility strip J 1I 112" preformed joint filler - � street - - - PLAN VIEW - CLASS III DRIVE + 1'-1" min ❑W = 4'-0" rain. 6" min. 50:1 max. sidewalk slope max. grade 2% up or t 6% down r r t ❑X = 6'-O" min..0 ❑w = 4'-O" min. 6- +8.33% max. driveway grade 50:1 max. sidewalk slope min. 11/2' 45" _.. •IP• Class I Delve - 6" PCCP an subgrade SECTION B -B treatr l.rF Type ]I Class III Drive - T PCCP on subgrede tieatrnem Type ]I NOTES: 02 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 elevadon transition details. 4. See Standard Drawing E 610-DRIV-13 for General Notes. or R!W Max -grade 15% up or 14% down Max. grade 14% up or 6% down I --Meet grade of algebraic diff. 0 1/2" preformed joint filler Mex algebreic diff. 0 required when existing drive is PCCP Meet grade of existing drive or WW Max. grade 15% up 10'-0" - or 14% down Max. grade 14% up or 6% down I Meet grade of existing drive 112" preformed joint filler required when sting drive Max. algebraic diff. existing Is PCCP LEGEND ❑W =Width of sidewalk X❑ = Distance between back face of curb to sidewaik. ❑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 construction 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 line, the approach grade of *1096 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 elevation 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, either a Curb Ramp Type G as shown on Standard Drawing E 60+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 ekevatlon 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 = WdIth of sidewalk or conrete curb and gutter for HMA for 0 PCCP Approaches. ® Longitudinal joint� Curb ramp, if signalized, or typically, sidewalk elevation transition. ❑F 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, 1V, 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 typimily extends from the edge of an 8 foot or wider paved traveMray shoulder to the 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 tlaveiway 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 eldsting drive. This area typically extends from the right of way or property line to a point on the property owner's drive where the new drive grade can match the existing drive grade. INDIANA DEPARTMENT OF TRANSPORTATION DRIVES GENERAL NOTES AND LEGEND SEPTEMBER 2010 STANDARD DRAWING NO. E610 -DM -13 in5illlllr//r, 4 • °nC' �Gis _`� I /s1Wk1iiwdf- NanCrea%w 09/01/10 _ No. fn DESIGN STANDARDS ENGINEER DATE STATE OF 4r. /s/Wo'X star 0-9/01/10 ,,,r10NAl niEix.• CHIEF HIGHWAY ENGINEER DATE DESIGN STANDARDS ENGINEER U Z C/) �wN I� www Q0 r ~ U) ca o 00 V1mftft O U)w N O 0 LL Q.•, L � &N� �co �va�� DO � a � J C) o V � G P G 1 N•�G\STEjy''• i �O i 0 N9 • PE10403858 STATE OF :'Q7 • P• � O 1 11 DATE: 0/26/20 8 DWN BY: KPB CHKD. BY: I I N/A � I i 10/26/18 E r ' r Equivalent to surface A, B � O I it or RanR'�/t�f��_1\ 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 13 - ❑x=0to<V-0"0 +8.33% max. grade 10'-0" (WD.) I ❑� Monolithic curb ❑Q Utility strip J 1I 112" preformed joint filler - � street - - - PLAN VIEW - CLASS III DRIVE + 1'-1" min ❑W = 4'-0" rain. 6" min. 50:1 max. sidewalk slope max. grade 2% up or t 6% down r r t ❑X = 6'-O" min..0 ❑w = 4'-O" min. 6- +8.33% max. driveway grade 50:1 max. sidewalk slope min. 11/2' 45" _.. •IP• Class I Delve - 6" PCCP an subgrade SECTION B -B treatr l.rF Type ]I Class III Drive - T PCCP on subgrede tieatrnem Type ]I NOTES: 02 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 elevadon transition details. 4. See Standard Drawing E 610-DRIV-13 for General Notes. or R!W Max -grade 15% up or 14% down Max. grade 14% up or 6% down I --Meet grade of algebraic diff. 0 1/2" preformed joint filler Mex algebreic diff. 0 required when existing drive is PCCP Meet grade of existing drive or WW Max. grade 15% up 10'-0" - or 14% down Max. grade 14% up or 6% down I Meet grade of existing drive 112" preformed joint filler required when sting drive Max. algebraic diff. existing Is PCCP LEGEND ❑W =Width of sidewalk X❑ = Distance between back face of curb to sidewaik. ❑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 construction 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 line, the approach grade of *1096 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 elevation 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, either a Curb Ramp Type G as shown on Standard Drawing E 60+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 ekevatlon 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 = WdIth of sidewalk or conrete curb and gutter for HMA for 0 PCCP Approaches. ® Longitudinal joint� Curb ramp, if signalized, or typically, sidewalk elevation transition. ❑F 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, 1V, 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 typimily extends from the edge of an 8 foot or wider paved traveMray shoulder to the 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 tlaveiway 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 eldsting drive. This area typically extends from the right of way or property line to a point on the property owner's drive where the new drive grade can match the existing drive grade. INDIANA DEPARTMENT OF TRANSPORTATION DRIVES GENERAL NOTES AND LEGEND SEPTEMBER 2010 STANDARD DRAWING NO. E610 -DM -13 in5illlllr//r, 4 • °nC' �Gis _`� I /s1Wk1iiwdf- NanCrea%w 09/01/10 _ No. fn DESIGN STANDARDS ENGINEER DATE STATE OF 4r. /s/Wo'X star 0-9/01/10 ,,,r10NAl niEix.• CHIEF HIGHWAY ENGINEER DATE DESIGN STANDARDS ENGINEER U Z C/) �wN I� www Q0 r ~ U) ca o 00 V1mftft O U)w N O 0 LL Q.•, L � &N� �co �va�� DO � a � J C) o V � G P G 1 N•�G\STEjy''• i �O i 0 N9 • PE10403858 STATE OF :'Q7 • P• � O 1 11 DATE: 0/26/20 8 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 10/26/18 Li I� O �1 rCN 1� Cd V) F� O C8 .w WQ NOS W� T --i nW �CT) O PROJECT NUMBER WAX.001 DRAWING NUMBER C1001 SHEET 14 OF 26