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HomeMy WebLinkAboutC800 Details-C805NOTE: w z JOINTS SHALL BE CUT z w Ir o WITH A JOINTER HAVING A o p W RADIUS OF 1/4- AND FILLED p w w (n WITH JOINT FILLER. En w � a- Z W W a_ li O II 3 (n < WIDTH OF WALK OR MAX 6' 0' V) a N z o BETWEEN TRANSVERSE JOINTS WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO "PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6' DEPTH OF CONCRETE AND 60 COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4-, WITH EXCEPTION OF ACROSS DRIVES Lf) O DO U r D T 0) = C 0 O 05275 U IZ d (� N O 0 Lr) N r6 O 0) 2 O O O N O O U U C9 L L U) C C IYPE A TYPE C - -777=, TYPED ' TYPE H Sldewalk —TYPE 1 _— - ______ PsrleatrE?n - pgriatsirian- __ r rassill6 �rD3sli1(j _— marking R8.,3J rdla mn marking Utility strip - - - r( 4 TYPE — Sidewalk Will . IYPE 1 TYPE H i—TYPE H I I... TYPE i- $jlipwalk �aj:,rari mrdian �)tjIity strip- - TYPO C Sidewalk TYPE H ,rTYPL:. K Sidewalk Sidewalk Raited median Raised median TYPE L R - - - - - - - ----- —.- W..--- __------- —-�------ � Utility 35trip UtIlo strip $i¢pw�lk TYPE G - TYPE C sidewalk J TYPE K NOTES: 1. The curb ramp type includes the ramp and INDIANA DEPARTMENI Dr TRANSPORTATION flared $jdGs as indicated toy the hatched line$ Flared side Of sidewalk curb ram next 1•nr.ATION FLAN FOR oil the details. A top level landing for every _ p SIDEVI CURD RAMPS curb rarrlp shall be provided. to utility strip shell be sodded. - PE:PT'I=nI 20,7s---- STANDARD MAVVING Nn. E 641-$wr]R-01 2. For details Of sidewalk curb types see 5. 8ae Standard Drawings E= 004-SWCR 02 for Z;T StanIaI'd Drawings r 004-SWCR-03 to -11. Qener'a! Noles. f j1sU]5 V' iiunwi;lu, wvr[r•rur.lnrrn- nary 3. 'T'he curb ramps shall he placed within $°"• " the marked crosswalk area. ''$! �� � r CHTr NIY MLSAYY[W LL w•xur sNul�., " NOTES: W W W W W W W I. Detectable warning surface shall consist of truncated domes and shall W W W W Ramp Width W W W W .t be aligned in a square or radial grid pattern. Where truncated domes W W W W W W W W are arrayed radially, they may differ in diameter and center -to -center Brick Detectable ,,, W 50% - 65% of Base Diameter spacing within the ranges specified. W W W W Warning Surfaces W Buffer Or Other W W W W Non -Walkable Surface 2. The detectable warning surface shall be manufactured to fit the radii. W W W W O O O O @ @ O @ @ W W W W Base Diameter Field cutting shall not alter the truncated dome spacing between the Concrete Border I I W W W adjacent panels outside of the allowable range. O O O O O O O O O W W W W I I 0,9" Min. - 1.4" Max. ' I I Roadway 3. The detectable warning surface shall contrast visually with adjacent W W W W I O O O O @ O O O @ I W W SECTION A -A surfaces, either light -on -dark or dark -on -light. 4. The detectable warning surface shall extend a minimum of 2 ft in the 2" Max. Within 4" Total Ramp Width Border Width direction of pedestrian travel and extend the full width as shown. The detectable warning surface shall not be placed across a grade break. BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER ©QQ SQ The maximum counter slope of the gutter or street at the bottom of 1.6" Min. - 2.4" Max. the ramp shall be 5.00%. Where the algebraic difference between the running slope and the counter slope exceeds 11%, a 2-ft minimum Brushed Warning Elements (Typ.) level strip should be provided at the bottom of the ramp. • Brushed Sand Mixture (Typ.) E9 }—({!) F- �} © Where concrete border is used for forming, the border shall be cast Latex Setting Mortar (Typ.) monolithically with the curb ramp concrete. The concrete border shall not exceed 2 in, within the ramp width. d, 4 Integral Curb (�J��•((� a 4 >i P`�/ 7O Where forming other than a concrete border is used, the edge t>' a R4MP • Q ,4 d 4 ° _ , 4 2:restraint shall not encroach upon the ramp width. dy°.Q.4. 4.4 4.'ee a 4C p. 'q•a.� Q•°. 4 .p•'• .in e e• 4 4 - 4.4'Qe' d 6"4•'. n ',e .' a 6._8. a PAVEMENTOR^ •- c (TYP•) h• 6 GUTTER -. 4. •a C-Q a 4 e A Q . e.• Concrete Base TYPICAL RAMP AND BRICK SURFACE CONSTRUCTION DETAIL 2'-0" Min. ee'•a'•Q d•4- �eRAMP.e,d.a.. Q'4 .4 4 e °. 4 44 -°< °.e 4 ,e' 4Q •e.4A Qe 4 PAVEMENT OR A 4 Q .. Q 4 a .°' d' .a •. .1" = 444. GUTTER d '.4. Q 4. a e.. n.°'n,Q.�•4 501 Spa. @ 18" Q Reinforce the curb if separate from ramp ALTERNATE CURB CONSTRUCTION )o�nt czYo� SYde�a\µ�*Qa boo' �o SY6e�ai\�� Walkable Surface Flared Side 10_00% Max. Showing Flared (Left Side) y Return Curt as Required Sidewalk Expansion JoinI 6— Ramp Width PLAN TRUNCATED DOMES 8.33% Max. �Gmtteir °�., x Rampet 2 ft level strip T-O" quired, Min. may be monolithic with level strip CHANGE OF GRADE > 11% ( )cot nS�C oq a� v Component Slope Equations: t 10 Ramp u -_ I Elev. 2- Elev. 3 I 8.33% ' \ �A Running Slope Ramp Length V Turning Space u, = I Elev. 1 - Elev. 2 I <_ 2 00% Running Slope Sidewalk Width Ramp and Turning Space u3 = I Elev. 4 - Elev. 5 12.00%® - Cross Slope Ramp or Turning Space Width Ramp Width Non -Walkable Surface ''- 4 U , I /-Elev. 5 Detectable Wamirg Showing Return Curb SECTION 13-13Surface (Right Side) StCI1UN A -A Surface /"'OUK0e ht¢ Qco Buffer Ramp Width Elev.4 Elev.5 u3 Pavement SECTION B-B NOTES: 0 The bottom edge of the ramp and top of curb shall be flush with the edge of adjacent pavement and gutter line. 0 The turning space shall have a minimum clear dimension of 4 ft x 4 ft. Where the turning space is constrained at the back of the sidewalk, the minimum clear dimension shall be 4 ft x 5 ft, with the 5-ft dimension in the direction of the ramp running slope. Where a tiered perpendicular curb ramp is used, a constrained turning space shall have a minimum clear dimension of 5 ft x 5 ft. Q3 Curb ramp surface shall be coarse broomed transverse to the running slope. ® See Standard Drawing E 604-SWCR-01 for cross slope exceptions. 5. See Standard Drawing E 604-SWCR-12, -13, and -14 for Detectable Warning Surface placement, configuration, and details. 6. See Standard Drawing E 604-CCSJ-01 for sidewalk expansion joint details. LEGEND: Q Buffer or Other Non -Walkable Surface Q Ramp Q Detectable Warning Surface TS Turning Space NOTES: Ql The bottom edge of the ramp or setback and top of curb shall be flush with the edge of adjacent pavement and gutter line. O2 A turning space is not required at the top of the ramp for a one-way directional perpendicular curb ramp. Q3 Curb ramp surface shall be coarse broomed transverse to the running slope. ® See Standard Drawing E 604-SWCR-01 for cross slope exceptions. 5. See Standard Drawing E 604-SWCR-12, -13, and -14 for Detectable Warning Surface placement, configuration, and details. Component Slope Equations: 6. See Standard Drawing E 604-CCSJ-01 for sidewalk expansion joint Ram u _ I Elev. 1 - Elev. 2 1 < 8.33% details. Running Slope r Ramp Length Setback u3 = I Elev. 2 - Elev. 3 1 < Profile Grade of Running Slope Setback Length Adjacent Street Ramp u3 = I Elev. 4 - Elev. 5 1 < 2.00% 4O Cross Slope Ramp Width Setback ua = 1 Elev. 6- Elev. 7 1 5 2 00% O Cross Slope Ramp Width Setback Length Ramp Length Sidewalk 2'-0" 1 Min. Elev. 1 Elev. 3 u uz Elev.2 e Pavement .. a . r• SECTION A -A Expansion Joint LEGEND: Q Buffer or Other Non -Walkable Surface Q Ramp Q Detectable Warning Surface ,``,`tUnnutfrfgr�, STOEPpF� �o J •............. GG '% 0STER. • F-p'�'�: ° No. s 19358 0 ` STATE OF ' Q ��'0�0• �•'•• �NDIANP • �. �tv.���` S•''••......... •..•' S�ONAntt�`` O Q W w Ix W U Z H � z V 1 O O • cit W V 1 • W y�rW f� W DRAWN BY: CHECKED BY: ADG BAH SHEET NO. C805 S & A JOB NO. 60160HAM-S2