GENERAL NOTES

1. Public sidewalk curb ramps shall be constructed in the public right of way at locations that will provide

continuous unobstructed pedestrian circulation paths to pedestrian areas, elements and facilities in the

public right of way and to accessible pedestrian routes on adjacent sites. Curbed facilities with V a sidewalks and those without sidewalks are to have curb ramps constructed at all street intersections ri (5 e ng ' s ti M and at turnouts that have curbed returns. Partial curb returns shall extend to the limit prescribed by is lk i x a n. E w D ) Index No. 515 to accommodate curb ramps. Ramps constructed at locations without sidewalks shall have e rop id e S lop a landing constructed at the top of each ramp, see Sheet 5. S 1 :12 T p r ri an p t sit m S 2. The location and orientation of curb ramps shall be as shown in the plans. S i a y 02 lop on R it . l 02 T 0 e ti . ra U 0 n D s e . 3. Curb ramp running slopes at unrestrained sites shall not be steeper than 1:12 and cross slope shall be tec T ta b .02 0.02 or flatter. Transition slopes shall not be steeper than 1:12. C r le 0 u a r S n W b l s a T op i r C r ti ni U a e on ng When altering existing pedestrian facilities where existing site development precludes the accommodation RB ns iti R on of a ramp slope of 1:12, a running slope between 1:12 and 1:10 is permitted for a rise of 6" maximum P A p M m IC P a N R and a running slope of between 1:10 and 1:8 is permitted for a rise of 3" maximum. Where compliance T O O M R E with the requirements for cross slope cannot be fully met, the minimum feasible cross slope shall be N W IA C L h L A er provided. T W e V U it C I R h u E E T S r W h i b e d R T S ew a Ramp running slope is not required to exceed 8' in length, except at sites where the plans specify a o id a m 0 e l p . w k s 02 a O A l r r greater length. A k e t S U h tilitC S T a on h l s ID e l y t F B S ru 4. If a curb ramp is located where pedestrians must walk across the ramp, then the walk shall have E la e tr c W r R ip t e ec ed A P S transition slopes to the ramp; the maximum slope of the transitions shall be 1:12. Ramps with curb L o on l I K i s op n nt t e E . ru s x returns may be used at locations where other improvements provide guidance away from that portion of / c G is T te r ti R U d ea ng curb perpendicular to the sidewalk; improvements for guidance are not required at curb ramps for linear T T t AN o e S IL r id 0.02 S I R T e pedestrian traffic. T ed h w IT u a a Y ce n l Max. I 0 ks ON S T .0 0.02 1 h 2 T e , : R 5. Curb ramp detectable warning surfaces shall extend the full width of the ramp and 24" deep. Detectable 12 S IP lop Back Of Sidewalk es warning surfaces shall be constructed in accordance with Specification 527. See Sheet 6 for detectable

1 Alignment Variations warning layouts. Transition slopes are not to have detectable warnings. Detectable warnings are

:

1 For BACK OF SIDEWALK CURB 2 0.02 required on sidewalks at intersecting roads, streets and railroads. For requirements for detectable OR BUFFER TRANSITIONS warnings on sidewalks at intersecting driveways, see Index 310. 1 And For RAMP AND SIDEWALK :12 Omit Joints On 1:12 4' Min. CURB OPTIONS See Sheet 4. Curb Ramps 6. Where a curb ramp is constructed within existing curb, curb and gutter and/or sidewalk, the existing

curb or curb and gutter shall be removed to the nearest joint beyond the curb transitions or to the 02 . 02 0 4' . 0 extent that no remaining section of curb or curb and gutter is less than 5' long. The existing sidewalk 1 dgn . :12 shall be removed to the nearest joint beyond the transition slope or walk around or to the extent that 01

- 2' Min. Full

02 no remaining section of sidewalk is less than 5' long. For details of Concrete Sidewalk See Index 310. 2' Min. Full 12 . 02 : 1:12 Height Curb . 0 1 0 00304 Height Curb Turnout Or

\ Utility Strip s 02 - . Side Street 7. Alpha-numeric identifications are for reference (plans, permits, etc.).

1:12 0

00300 See Note Below

\ y 8. Public sidewalk curb ramps are to be paid for as follows: a LINEAR SIDEWALK RAMPS w d a o r Note: A portion of one or both ramps Ramps, reconstructed sidewalks, walk around sidewalks, sidewalk landings and sidewalk curbs are to be \ s d r Note: may extend outside the return. paid for under the contract unit price for Sidewalk Concrete, (__" Thick), SY. Curb transitions and a nd When crosswalk markings are required, ramp runs must fall reconstructed curbs are to be paid for under the contract unit price for the parent curb, i.e., Concrete a t s

\ within crosswalk limits and where practical, be parallel with Curb (Type __), LF or Concrete Curb and Gutter (Type __), LF. s t

ec the projected crosswalk alignment. The bottom of the ramp j o r beyond the curb line shall have a clear space 48" minimum When a separate pay item for the removal and disposal of existing curb, curb and gutter, and/or p \ d within the markings of a marked crosswalk. If no crosswalk sidewalk is not provided in the plans, the cost of removal and disposal of these features shall be :\ C markings are present, the bottom of the ramp beyond the curb included in the contract unit price for new curb, curb and gutter and/or sidewalk respectively.

ramp shall have a clear space 48" minimum outside active traffic

lanes. 9. Acceptance Criteria for Detectable Warnings: h r Crosswalk widths and configuration vary; must conform a. The ramp detectable warning surface shall be complete and uniform in color and texture

d960 to Index No. 17344 and 17346. r b. 90% of the individual truncated domes must comply with the design criteria

c. There may be no more than 4 non-complying domes in any one square foot of surface

M d. No two adjacent domes may be non-compliant A e. Surface may not deviate more than 0.10" from a true plane 56 : 40 :

11 10.All sidewalk surfaces, ramp surfaces, and landings with a cross slope shown in this Index to be 0.02

shall be 0.02 maximum. All ramp surfaces and ramp transition slopes with a slope shown in this Index TYPICAL PLACEMENT OF PUBLIC SIDEWALK CURB RAMPS AT CURBED RETURNS to be 1:12 shall be 1:12 maximum. 2011 / 30 / 12

LAST DESCRIPTION: INDEX SHEET ON

I FDOT DESIGN STANDARDS REVISION NO. NO. S I PUBLIC SIDEWALK CURB RAMPS V FY 2012/2013 01/01/11 E 304 1 R R a *6 m p "x5 G U A .6 ra ti nd " ss l. S o S S id r t id e O r e w 6 r ip w a "x1 P a l a l k 2 (2 v . k C " ' t. k C u M w . L u r i S d a r b n. t nd b ) S ' 2 ing 5 .0 0 4 G ' ra ss M 1 in : . 12 .02 2 0 .0 5 S S 2 0 .6 I I :1 " D D 1 . G x ra . .02 E 1 E a ss k 0 . W :12 W m w x U S . a T A 4 A td m L ' :12 L .02 S 1 I M 1 . K 0 ' :12 L K i x 5 S I n a y I T . 2 W D Y W m 0 2 1: . tilit1 " E 0 I 12 0 I 4 U 4 5 . S T T ' 6 W ' 0 H H M '- M . T in 8 A in k R C . = CR 6 *6 L . w . CR 3 I . R "x K S in P k ) a U 5 M w n. m RB .6 ' S i p " 6 (M A E S o G U " id r r til S 14 nd D e a CR 1 w 6 s . I 6 S a "x s S D '- i R l 1 t E 2 d L ET k 2 O r 1 ew a C " r ip W a n u P l d U r ( a A k ing b 2 v L C 4 R ' t. . K u ' N M k La r M in w . nd b in S . S d . ) t in 1 S g : ' 3 12 5 5 4 ' 1 . .02 ' : 6 0 M 4 12 " in ' . M G 02 in ra . . 3 ss 0 ' S 2 S S I .0 I 2 D 0 . 1: D 1 ID :1 1 E x 12 E :12 1 . :12 W a 45 E x m U W :12 W a A 1 . m 02 T A x A G . L I L L r 0 K .02 L K a K a k. 0 I m ss w W . T W S . 5 k Y 1 W td I ' w I :1 4 S .) T M .02 S . T 2 2 I ' .02 ' n H in td S .0 T M 0 5 i . S T H 0 H i (M ' R n. " U 5 I 14 T P . .) C 6 k n U '- IL w . i S td (M RB 12 IT U S " ti ' 14 E Y l. S 6 6 *6 G I '- D U CR 7 S r S CR 4 D 2 CR 2 R til G U "x a tr 1 a r 2 T s i E m R . a til . ( s p W p ET (2 S ss . 8 R 2 ' t S " I ' O A A M r t S o P M r nd U ip O r id r in P L in r i e . a K S R .) P p w 6 ) v i La N a a "x12 t d nd (2 v l . e S ' t . k w i M . k C " a ng i w . u lk 3 n S d r 4 ' .) t b C ' S g u M ' in rb i 4 5 n. ' nd M .02 a n. in 0 L i 1 . 1 M Varies (12'-6 4" Shown) 1 3 : ' :12 ' 24 4 2' Detectable Warning .02 G 0 ra S 1 2 ss I :12 .8 45 D " 14" When Located Along E .02 S U W Type 'F' Curb And Gutter I :12 1 A 2 1 D 1 . :12 T :1 : x I L 1 . 24 Ramp Varies E a L K x W m G IT a Pavement Relief A ra W m 1 4' (Min.) ss .02 Y (7'-4 4" Std.) LK 0 k. IT w S 1: 02 See Detail Below dgn . H 12 . Landing . S ) T W 02 td n. 0 (Not Required To 4 . S i R s

02 ' I 0 ' (M I ie - M r T i 5 " P 5 a Exceed 8' In Length) H n. 14 ' V .) 6 M . in 0.02 '- in k . C . w M h 0.02 :12 max 12 S 1 " it 1 00304 U S 5% I 8 W max. \ RB D 0 . s 1 n ) - E E '- i rb U CR 8 W (8 M u D 1 " C til A 8 *6 . k R ( L 4 l "x 2 S K '- a 00300 H ET ' tr (9 w \ M ip e y R S i d a i or U n i SECTION THROUGH RAMP RUN AND LANDINGS WITH a d . S m e 6 R ) CR 5 w p w " N d A a x12 S a nd lk o C " UPPER LANDING AT NORMAL SIDEWALK ELEVATION r S u

\ i d rb s e

d w

r a l a k C H nd u r a b t 1 s :12 Varies \ s t G ra (18" Max.) ec ss j 02 o . 0 1 Varies r :12 p 1 \ S 12 :12 Asphalt Pavement d : % I 1 . 02 (M 5 .

:\ . D x 0 a x C E a G x a Final Rolled Surface Ramp W P m ra . .) m la ss k A n w . L S d D 02 t K im . S 1 0 ' :1 5% max. W e 5 P 2 n 5 I (M I si ' C a T on M x Relieved Pavement in T .) h H i R ng . CR 9 O e N r U li ot C R tilit R e e I v T Remove Elevated Pavement By Spading And Rolling; U qu A e o RB ( y L d E d960 4 i '- S P x r r e 2 t a c Smooth Milling; or, Grinding E d " ri v ee D T p em d o V e R < a n 18 7 r t " SECTION ET '- ie 41 s M U A 4") R PAVEMENT RELIEF AT LIP OF CURB N

57 S : 40 : * For BACK OF SIDEWALK CURB OR BUFFER TRANSITION And For RAMP AND 11 SIDEWALK CURB OPTIONS See Sheet 4. DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS WHERE 2011

/ RAMP AND LANDING DEPTH ARE NOT RESTRICTED BY RIGHT OF WAY 30 / 12

LAST DESCRIPTION: INDEX SHEET ON

I FDOT DESIGN STANDARDS REVISION NO. NO. S I PUBLIC SIDEWALK CURB RAMPS V FY 2012/2013 01/01/11 E 304 2 R R a m G U p * ra til 6 ss . A "x4 S nd 1 O tr S 2" r ip id S o P e id r (2 a w e 6 ' vt a w " M . . lk a x1 i k . l 2 n w d L C k " .) S t a u C S n r u ' d b r 5 (4 in b ' g G .02 M ra 0 in ss . S ) 1 S I .02 D .02 :12 ID 0 E " 0 41 1 G E W 1 r 2" W A 2 '- a U :1 5 ss k. T A 1 L 1 w L :12 K S . IL K td S 2 I " W .02 S .0 T W 0 ip ' ID 0 Y 2 11 IT tr 5 1 I 1 '- S E :12 T : 5 H 4 " S 1 ' . W T H M til 11 1 C i U '- A R :1 U n 5 L I 2 . = K 5 .02 P .02 RB ' 0 0 CR 15 M .) *6 i . 4 n E n k ' i D "x4 . w . M (M 1 S in " M in R 2" S . 11 ET ' '- S o 6 I 9 R id r G U D a U e 6 r t E m w "x a il p R a 12 CR 12 s . W CR 10 A N lk s S A nd S " O tr La C r i L n u P p K S d rb a id i (2 v e 4 ng ' t w 1 ' M . a M i . l : n k . k 12 in .) w d L C . S t a u S nd r ' b 1 41 5 i 3 : S ng ' 12 2" G ID .02 (4 ra 0 ' 4 S ss E M ' I W i M D U .02 n. i E " T A ) n. 3 W 11 I L ' 2 - L K A 1 ' I 1 : 5 1 S 1 T :12 L 1 :1 I .02 :1 Y W 45 K 2 D 0 2 I " G 02 E T W r . S 11 a 0 W T H '- I ss . A .02 R :12 5 T 2 k 0 1 H 0 w . L I 4 . S d K 5 P 1 ' t ' k. :12 C M S M in ' W 02 w . U . 5 ) in . S td .02 RB n. I . S 0 i T ' E (M H 5 S " I D U D k. 11 w . .) '- T E S n n R U 9 I U CR 13 W i i ET til L til M M I . A ' ( . T G S 6 " U (2 S r t L 11 R R ' t CR 16 G U *6 Y a r K '- a M ri r til " ss ip 9 m N i p a x2 S (2 p S n ss . 1 ' O .) S T M r A O tr 2" R i nd r i S o n P CR 11 p i r I .) a P d P vt S (2 a e 6 . id L ' vt w "x12 e a M . a w nd . lk a i 3 in k " l n ' .) w . C k 1 g u S td r C : 4 b u 12 ' 4 S r M ' ' ng b i M 5 i n nd ) . in .02 a . Varies (9'-11" Shown) G . 3 0 L in r ' S 1 M S a I : ' ss D 24 (4 ID E .02 E " 45 U W 1 Ramp Varies W 11 T A :12 '- L 21 A 12 5 I (5'-11" Std.) 4' (Min.) L : L K 4" K 1 IT .02 G 1:1 W r 2 Y (Not Required To Landing W a I 1 ss 02 S T 2 : I . H :1 24 2' Detectable Warning T 0 . T 1 Exceed 8' In Length) dgn H k . 4 R ' w . I M .02 S d P 1 03 C i t :

- n 12 U . S ) RB ' . .02 5 in 5 0 M ' E ( M k. .) " i w n 00304 D n i 11 . S \ S M '- 1 " . s R 9 I 2 n

- D i 0.02 ET U M ) t E 11 b max. * il W '- 1 " r 0.02 1:12 6 U . (6 2 u 5% "x R (2 S CR 17 A 5 C max. H ' t '- .

00300 k N M ri L (7

\ S K w R i o S i p S y a r n m d . a e 6 ) h p w " it w x12 A a W d nd lk a C " CR 14 o S u r i r

\ d b e SECTION THROUGH RAMP RUN AND LANDINGS WITH s w d a r lk a C u UPPER LANDING AT NORMAL SIDEWALK ELEVATION nd r H

a b 1 t :12 s G \ ra s ss t ec 02 j . 1 o S :12 r I p D 12 \ E : d P 1 2 W l G .0 :\ r A an a 0 C ss L D k. K i w . m S d W e 5 .02 t n ' S I si M ' T on in 5 H i . ng C R U CR 18 h e U qu til r RB i . re (3 S E d ' t M ri d960 D i p * For BACK OF SIDEWALK CURB OR BUFFER TRANSITION And For RAMP AND SIDEWALK CURB OPTIONS See Sheet 4. r n V R .) a r ET ie U s R N M

A S

57

: DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS WHERE 40 :

11 RAMP AND LANDING DEPTH ARE RESTRICTED BY RIGHT OF WAY 2011 / 30 / 12

LAST DESCRIPTION: INDEX SHEET ON

I FDOT DESIGN STANDARDS REVISION NO. NO. S I PUBLIC SIDEWALK CURB RAMPS V FY 2012/2013 01/01/11 E 304 3 R Util. Strip Grass Or Pavt. (2' Min.)

Sidewalk (6' Min.) Sidewalk (5' Std.) Sidewalk (6' Min.) 45 45

0.02 Ramp Width (4' Min.) Ramp Width (4' Min.) 0.02 Sidewalk Curb 0 ' ' Ramp And 4 .0 (Where Necessary) 4 2 12 Ramp And : Ramp And Sidewalk Curb 0.02 1 Sidewalk Curb Sidewalk Curb p p m m 1:12 (Not Required To a a :12 R 1 4' Min. 12 R :12 2 p A 2 : 1:12 2 :12 1 Exceed 8' In Length) 1 ' m ' ' 1 a R R

R R

02 .

' . .) 1:12

4 n n i i M Landing ( M

2 ' 0 ' . 4 .02 5' Min. 4 .) CR 23 n 02 i .

(M 0 CR 25 CR 24 A

Util. Strip Grass Or Pavt. (2' Min.) Sidewalk (6' Min.) Sidewalk (5' Std.) Crosswalk width and configuration vary; Sidewalk Ramp Width (4' Min.) must conform to Index No. 17344 and 17346. 0.02 0.02 Ramp And PLAN Ramp And Ramp And Sidewalk Curb p Sidewalk Curb p Sidewalk Curb m m a R a 12 R 2 : 1 1 2 p 2 : 1 2 ' m ' ' R a R . . R 02 12 02 R :

1 Landing

2' 6" Sidewalk Curb Ramp Width (4' Min.) Ramp Width (4' Min.) Rdwy. Pavt. (Where Necessary) 0.02

CR 22 CR 21 CR 20 dgn . 04 - SECTION AA

00304 DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAFFIC \ s - CR 26 00300 \ y a DIMENSIONAL FEATURES FOR w d R a /W o Trans. r r \ e PUBLIC SIDEWALK COMBINED CORNER s ff d u r B a Drop (H) nd RAMPS UNDER CONDITIONS OF INFEASIBILITY a t 1 s o :12 \ r s 1 t 3 :24 ec 3 4" R j 4" R 6" o 6" x H Monolithic or r 6" p

\ H (Varies) d H (Varies) 6" x 12" Separate :\

C .02 Sidewalk Curb

" Ramp, Sidewalk 0 Ramp, Sidewalk 0.02 0.02 1: 12 Or Landing 12 Or Landing or 1 :24 h r MONOLITHIC CAST CURB SEPARATELY CAST CURB Construct Sidewalk Curb In Absence Of Adequate Buffer, d960 r Maintainable Surface Contour, Abutting Structure, Or When Called

RAMP AND SIDEWALK CURB OPTIONS For In The Plans Or Standards M A

03 : BACK OF SIDEWALK CURB 41 : 11 OR BUFFER TRANSITION 2011 / 30 / 12

LAST DESCRIPTION: INDEX SHEET ON

I FDOT DESIGN STANDARDS REVISION NO. NO. S I PUBLIC SIDEWALK CURB RAMPS V FY 2012/2013 01/01/11 E 304 4 R 5' Refuge With Maximum Slope Of 0.02 Must Be Provided When Curb Transition (On Existing Facilities

Slopes Of 0.05 Or Flatter And 5' In Length Are Not Available On Remove And Reconstruct Curb Or Curb And Crosswalk; The Refuge Can Be Constructed At Any Location Within ¡ Median Gutter) For Payment See General Note 8. C C The Crosswalk; Or, A 5' x 5' Concrete Landing With Maximum Slope 2' Curb Transition Of 0.02 Can Be Constructed Adjacent To The Crosswalk.

Cross Walk (Concrete Sidewalk, 4") Slope Varies 5' Concrete 5' Concrete (0.02 Std.; 1:12 Max.) Sidewalk Sidewalk Roadway Pavement

Curb Types A Or B Or Median Median

Curb & Gutter Type E Slopes Shall Intersect At Centerline Of Median On The (Curb And Gutter Curb Types A Or B Or 0.02 Rate When The Edge Of Pavement Elevations Are Curb Transition (Curb & Type E Shown) Curb & Gutter Type E Equal. The Slopes May Intersect Off The Centerline Gutter Type E Shown) (Curb And Gutter For Variable Edge Of Pavement Elevations Or To Type E Shown) Accommodate Other Construction In The Median; C C However, Slopes Shall Not Be Steeper Than 1:12. SECTION CC

PLAN PLAN - (ALTERNATE DETAIL)

MEDIAN CROSSWALKS

6'

' 5 5' 5 '

' C 5 oncrete Landing Concrete Concrete 0.02 Max.S lope Landing ' 5 Landing 0.02 Max. 0.02 Max. Slope Other Options As Shown In The Plans Slope n u R . x dgn p un . m a . M R a x 05 R a

- p :12 M m 1 un a R . x R :12

00304 a p 1 \ m M s a - R :12 1 00300 \ y a w d a o r \ s d r a nd a t s \ s t ec j o r p \ d :\ C h r LANDINGS FOR RAMPS WITHIN PUBLIC RIGHT OF WAY CONSTRUCTED AT LOCATIONS d960 r WHERE FUTURE SIDEWALKS ARE PROPOSED, WHERE STABLE SURFACES OTHER THAN

M SIDEWALKS ARE PART OF A CONTINUOUS PASSAGE OR WHERE A CURB FALLS ALONG A

04 :

41 THE CIRCULATION PATH TO PEDESTRIAN ROUTES ON ADJACENT SITES : 11 2011 / 30 / 12

LAST DESCRIPTION: INDEX SHEET ON

I FDOT DESIGN STANDARDS REVISION NO. NO. S I PUBLIC SIDEWALK CURB RAMPS V FY 2012/2013 01/01/11 E 304 5 R On curb ramps, landings and flush transitions perpendicular to the curb line: Rows of domes shall be

aligned with the centerline of the ramp. (See Pictorial View A) '

2 U R U ti a tilit lit m y p U y tilit S S tr 5' Concrete t y i r p ip S Sidewalk tr ip ing p ' m 2 nd a La ' R 2 R p P a ' m IC m 2 a T p Median R P O IC R P T I I O A C R L T IA V O L IE R W

' I A V 2 L IE A V W IE W A A

5' 5'

PLAN p p i i ' r p

r t 5 ' i t S r 5 t S y S

t i y y it til l U i t U tilit U

p * Sidewalk Curb m . p

p x a a m Detectable R a m M (Where Necessary) ' R Warning a 5 R '

" 2

0 2'

'- * Detectable warnings may be 2 placed perpendicular across the

Rail Car bottom of the curb ramp, but ing Width ' nd only if the bottom of the curb " 2 a . Ramp L 0 n i

'- ramp is no more than 5 feet 6 M from the back-of-curb.

Utility Strip dgn .

06 PICTORIAL VIEW B PICTORIAL VIEW C - 6'

6' 00304 \ s -

PLAN '

00300 5 \ y ' a 5 w d a o r

\ Flangeway Gap s d r k 1 a l 2 2" Max. a " nd p a * . 0 w . t x m s x e '- a a \ a d s p M R i Gate t ' ' 15 M m 5 S 2 ec a j R o r p \ " d .

0 2' n :\ i '- C

4 M g in nd La h r d960 r

M PICTORIAL VIEW C A Flangeway Gap May Be

PICTORIAL VIEW B 05

: Up To 3" For On landings and flush transitions at radius returns: Rows On curb ramps at radius returns: Rows of 41 : Freight-only Railways domes shall be aligned with the centerline of

11 of domes are not required to be aligned with the

centerline of the ramp. (See Pictorial View B) the ramp. (See Pictorial View C)

Rail Road Crossing

2011 PLAN

/ TYPICAL PLACEMENT OF DETECTABLE WARNING AT CURB RAMPS 30 / 12

LAST DESCRIPTION: INDEX SHEET ON

I FDOT DESIGN STANDARDS REVISION NO. NO. S I PUBLIC SIDEWALK CURB RAMPS V FY 2012/2013 01/01/11 E 304 6 R