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Home My WebLink AboutC2.3 Site DetailsACCESSIBLE PARKING SPACES SHALL BE ENERAL N TES: IDENTIFIED BY A SIGN SHOWING THE 8.33 % +5 % = 13.33 %> 11% INTERNATIONAL SYMBOL OF ACCESSIBILITY (DThese dimensions are based on a bin. curb height. They COMPLYING WITH ANSI 4.28.8. SIGNS SHALL shall be proportionately adjusted for other curb heights. 1^ 1" 1' 1" 1" 9.33 °A maximum 5 %maximum NOT BE OBSCURED BY A VEHICLE PARKED —� IN THE SPACE. —Q_ Q Where site Infeasibility precludes construction to the - - - - - -- , , , , -- -- width shown, such width may be decreased to a minimum of 34r. (g) The bottom edge of the Curb ramp shall be flush with the Provide Z-V level strip Provide curb as required, edge of adjacent pavement and gutter line. if algebraic difference may be monolithic with p exceeds 11 % level strip. I_ ®Landing areas at the top of curb ramps shall have CL WIDE BLU maximum cross slope of 50:1 in any direction. When site TOOLED RIBBING CHANGE OF GRADE W PAINT STRIPES infeasibility precludes a landing slope of 50:1 in any DETECTABLE WARNING ELEMENT y (TYp) direction, the slope perpendicular to the curb shall not W INTERNATIONAL exceed 50:1. Detectable waming 0 ., SYMBOLOF elements. ACCESSIBILITY; BLUE , 01f site infeasibility precludes Construction to the vAdth Integral Curb ` shown, the landing width may be decreased to T-O" minimum. The funning slope of the curb ramp may be SIDEWALK Q Slope 12:1 steepened to a maximum of 10:1 for a maximum 6 in. rise. PAVEMENT to RAMP Lk 6. Drainage inlets should be located uphill from curb ramps ` #5 spa 18" - to prevent puddles at the path of travel P @ " t M Slope 12:1 ii" preformed Joint filler 8" 7. See Standard Drawing E- 604SWCR -12 for Improved PAVEMENTT access on narrow sidewalks. RAMP SURFACE CONSTRUCTION — - ? r 8. Algebraic difference in grade between the base of curb 2' 2^ 2" WEED I , > , . ,, ' ,�+ ° 1 r , r ..� ° a ,.. 6 ^. WASHED RIVER 4 *AISLE ramp and the gutter shall be limited to less than 11 %. If it is Construction of cuff if separated from ramp t t c. < 4 c t < , , l > 96" min. 60" min. 96" min. not practical, a T -0' wide level strip shall be provided. See BARRIER + - 7 1 ,� \ ,� GRAVEL s x d • detail sketch. i 2440mm 1525mm 2440mm �� . % � \. �.�� \, � ''X� f �. � °5' -0" MIN. AISLE FOR REGULAR SPACE 9. Minimum recommended width of curb ramp is 4' -0 ". - �' `. ice` ' L �. �� /: ' ^8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE LL SEE SITE PLAN FOR ACTUAL DIMENSIONS 10. Tooled ribbing shall be perpendicular to the direction of #5 x 7-0 DETAIL OF RAMP GROOVES NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. travel to cross roadway (parallel to the roadway centerline). ALTERNATE CURB CONSTRUCTION AC -1 ACCESSIBLE PARKING SPACE AC SIDEWALK CURB RAMPS GENERAL NOTES and DETAILS PA -20 STONE PERIMETER STRIP SCALE: NONE INDOT 604 SWCR -02 SCALE: NONE SCALE: NONE - ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY I 12" I LEGEND O Y O co A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ; U. ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS BLUE Bc = OUTSIDE DIAMETER 'L' 5 FT. OR LESS: 0 O U1 a EDGE OF PAVEMENT, SHALL CURB, GUTTER OR D = INSIDE DIAMETER "B "BORROW OR EQUIV. GRANULAR 01 Q Z NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. MATERIAL COMPACTED TO95 % - SIMILAR STRUCTURE F ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS, WHITE STANDARD TER THAN 5 F DENSITY." Q W ..i SYMBOLS AND BACKGROUND OF SIGN SHALL BE REFLECTIVE L 'L' GREATER THAN 5 FT.: FACE REGULAR BACKFILL W W W O EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. MATERIAL ACCESSIBLE . MIN 6' TOPSOIL H y a, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH PARKING `O - " "UNLESS MORE u•. L 049 :...- THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON — ,� ;,_ _ STRINGENT W O Z A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT. 80 — i; REQUIREMENT C � O Alu . ( VAN o n r TOT zOT. IB• RAlxus z = p BACKGROUND. ACCESSIBLE �`' INCLUDEDIN Q ty SPACES COMPLYING WITH 4.1.2(5gb) SHALL HAVE AN SPECIFICATIONS = ADDITIONAL SIGN "VAN-ACCESSIBLE' MOUNTED § 5° 12" m S .,r: *: 0. v o w DETE TABLE WARNING BELOW THE SYMBOL OF ACCESSIBILITY. o E: 'tY1 �.� TAPE IN ACCORDANCE `'1 2= `'- CHANNEL POST. E < NOTE: ONE IN EIGHT ACCESSIBLE SPACES (2#/Ft.) 8' -10" LONG 'O m WI. H SPECIFICATIONS o n _ MIN. 1.25 Bc+12" :, >'•, .,., , e SHALL BE VAN ACCESSIBLE, BUT NOT LESS =AU / ;-• ; THAN ONE. POST TO BE :: nl PRE - PAINTED GALVANIZED STEEL FINISHED — z U MIN SLOPED SLOPE GRADE 4 IL/- 4 4^ SEE 4w ; • APPROVED EQUIV. CLASS I A • , i :•j rj •,�'j /j /,/, SITE PLAN - MATERIAL COMPACTED CONCRETE ROLL CURB &CUTTER CONCRETE .i i CONCR E ; FOR No. RISERS. 5' -0" HAUNCHING INTO PLACE ;:o NO SCALE BASE i I H I (Be/2).. - ' 1' -0" p NDTEx WEGRAL CURB WITH C@HCRETE PA%SMT AND /Ca SDEWALK SHALL BE SmAR SHAPE i I .1 i ac 4 "BEDDING I _ , I Co ALL rgRK AssocuTm WITH THE NsTALUnox a nu aareNC • . ,�.;` `• . A��. siw1. mama M Tff LASIM acts1m OF THE ON Or C,wuEL NOTES. caxnra CURB Policy. m _ I I FINISHED GRADE i H No. RISERS TREAD MAX. RISER v, om o 2 22" 14 "- 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE a ° c �c dtL°m m 3 33" 21" INSTALLED IN 6" BALANCED LIFTS. ° > w c N. �� `�i` 5 55" 35" 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE G'> o A ~ ¢Z io 16" _ OF THE INSTALLED PIPE. - W c m 2 x o c e o - SURFACE MOUNT MOUNT OPTIONS BELOW SURFACE MOUNT Q m o 9 IL �-c2 ACCESSIBLE PARKING SIGN DETAIL E . =.Em PLAN VIEW ST -3A PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL W a o t AC -2 SCALE: NONE SCALE: NONE t y 0(6 � vi �n o a Oro.. A U . . M FRAME &COVER _. . -... ___ _._ Z m PER STRUCTURE DATA TABLE Q m rn a = 1 1/2" DIA. PTD. RIM ELEVATION / 'J c F_ STEEL RAILING 0. o m ASSEMBLY ASPHALTIC MASTIC PRECAST CONCRETE ADJUSTING w w E OR BUTYL RUBBER RINGS IF NEEDED (4 MAX) o• SEALATJOINTS s >g5• ECCENTRIC CONE SECTION OR M § L 24 "DIA. REDUCER CAP AS REQUIRED J,� f df N •,� to `r•�`: WTBYINCUS PAYMENT !n J ` J C') Q � - °z n CLASS .A. z Z NOTE: — �� z J, B• mx,WL�E z Q. MANHOLE CONFORMS m �l ruHaruu if tA 16" O.C. TO ASTM. C-478 2 m , . MAXIMUM c I STRAIGHT CONCRETE CURB CL LU -J }} IJ aQ rn m in No SCALE (n m F- tA 4 5 "MIN. = MANHOLE DIAMETER 1° #1 t H.A.C. SURFACE z SEE TABLE 0 N PRECAST CONCRETE �. NOTES wtuaAl WRD WITH CONCRETE PAVaIBIT A` DIOR SIDEWALK SHALL BE 9" SHAPE O O Z O O -RING GASKET 2" #9 H.A.C. BINDER ~ _ Z ASPHALTIC MASTIC SECTIONS � ALL wxa AssooATEO WITH DIE LvsTAlunm of TH6 aaHaxc O OR BUTYL ER PREPARED SUBGRADE SHALL CDr M TO THE LASIEST REASIDN OF THE CITY OF CAWEL w r O W SEAL T JOINTS COMPACTED PER SPECIFICATIONS 6" COMPACTED #53 STONE Cax,WCIE CURB PCUCY. BENCHWALLSAT STANDARD DUTY SECTION Aa n/ Q ,e, ZPIPE MIN. 1/2" PER FT. SLOPE S ° o F— R z = iY Varies w z > c See.Site Pian AREA O.R2 SQ. M: FT. OF STEEL o z m G LU • WIDTH IN BOTH DIRECTIONS. Q ,w REBAR OR WIRE MESH U - SECION VIEW EQUiET. U O STAIRS TYPICAL ASPHALT PAEMEN SECTIONS SCALE: NONE PA -1 SCALE: NONE U v, VARIES T - 2•a. ' (SEE SITE PLAN) 3. N I' II MIN. 6" OF #2 OR #8 STONE 7— BUILDING FACE NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED 1 "BEVELLED EDGE _ _ 1 18•RADIUS MATERIAL. THERCOPOLYMER PO YPROPY ENE SHALL MEET FIBERGLASS REQUIREMENTS �,E �A VARIES (SEE PLANS) PAVEMENT MARKING STOP BAR 1 FILL WITH JOINT SEALER OF ASTM D•4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM PJ� #5 REBAR V-6* LONG moo`` p SLOPE � / FL max. � F. -,__, o F4M1*N.8MAX DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM OF �Ry W/ 314" HOLE CAST E • d d14 y. A-615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. BOG I EXPANSION JOINT ; NO. E @BUILDING - �/ r ` PIPE SIZE MANHOLE DIAMETERS PIPES ENTERING/LEAVINGAT 0'45" BEND 45 ° -90° BEND W -21" 48" 48" 24" 48' 60' 27 "30" 60' 60' 33 "36" 60" 72" PIPE SIZE PIPE TURNS MANHOLE DIA. 24 "33' > THAN 45 " -90° 60" 33 "36" STRAIGHT THRU 60' 42' 48" UPT0450 72' 42" > THAN 45 ° -90° 84" 48" UP TO 45° 84" 48" > THAN 45 °-90° 96^ 54 "-66^ UP TO 60° 96" ® PRECAST CONC. PARKING BARRIERS. 6X6 -10/10 WELDED BROOM FINIS FaE93 I Z AS NOTED (4000 PSI.) V RADIUS NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE WIRE FABRIC , , STATE OF ON OUTER SIDES io�.. FINISH GRADE - PAVEMENT ABUTS VERTICAL SURFACE, BUILDING - FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, > �` � #5 REBAR V-6" LONG W7 314" .- PAINTED ISLANDS PAINTED CROSSWALKS • �� NDIANP G��:� HOLE CAST : SHEET No. -- EJ EXPANSION JOINT m _ A```\` CONCRETE PARKING BUMPER CU -16 ■ vi m PA-7 TRAFFIC STRIPING PA -2B SCALE: NONE ST -2 t ", CU CURB JOINT DETAIL PA -4B CONCRETE STOOP DETAIL ,�� e z AI".' < X01 .,;<� � I Ut �. SCALE: NONE 5� t 4 f Y" x r t [ J P ( H DCAM #12-04 SCALE: NONE SCALE: NONE � ( � � � TOP OF CURB t H � i � i 1 3 ! VEMYi&T JOB NO DATE: 6" : 02 -12 -2009 PAVEMENT BOTTOM OF CURB TRANSVERSE EXPANSION TRANSVERSE CONTRACTION - 6' 4" GRANULAR BACKFILL SCALE: JOINTS @ 50' C-C AND AT ALL RADII RETURNS JOINTS @ 10'C-C. ON TANGENTS /5' MAX. ON RADII TURN DOWN SLAB ® V -0" BELOW GRADE AS NOTED ' - - NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE ON OUTER SIDES E - - PAVEMENT ABUTS VERTICAL SURFACE, BUILDING - FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, .- PAINTED ISLANDS PAINTED CROSSWALKS CURBS AND WALKS. SHEET No. o, 4' SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID. WHITE LINE PAVEMENT MARKINGS EJ EXPANSION JOINT as Am 4' SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS ■ vi m PA-7 TRAFFIC STRIPING PA -2B CONCRETE JOINT DETAILS ST -2 STANDARD STORM SEWER MANHOLE CU CURB JOINT DETAIL PA -4B CONCRETE STOOP DETAIL SCALE: NONE SCALE: NONE DCAM #12-04 SCALE: NONE SCALE: NONE