Ramp For Disabled Info DWG Detail for AutoCAD

Ramp – Details – pending – signals – Disabled

Drawing labels, details, and other text information extracted from the CAD file:

curb ramp, landing, landing, landing, landing, utility strip, utility strip, curb ramp, curb ramp, curb ramp, curb ramp, landing, sidewalk, sidewalk, landing, landing, landing, landing, landing, landing, landing, landing, landing, landing, landing, landing, landing, landing, landing, landing, sidewalk, sidewalk, sidewalk, sidewalk, sidewalk, sidewalk, sidewalk, sidewalk, landing, crosswalk, crosswalk, crosswalk, crosswalk, crosswalk, crosswalk, crosswalk, crosswalk, crosswalk, utility strip, utility strip, utility strip, utility strip, utility strip, utility strip, utility strip, building or other structure, landing, landing, landing, landing, landing, landing, landing, landing, sidewalk, sidewalk, sidewalk, sidewalk, crosswalk, crosswalk, crosswalk, utility strip, utility strip, roadway, right turn lane, sidewalk, curb ramp, curb ramp, landing, sidewalk, curb ramp, curb ramp, curb ramp, sidewalk, grade to drain, landing, curb ramp, crosswalk, landing, curb ramp, bottom of sign, bottom of sign, total spaces in lot, minimum number of accessible spaces, typical for parking space, typical for access aisle, crosswalk

Raw text data extracted from CAD file:

ACCESSIBILITY DETAILS – 3 ACCESSIBILITY DETAILS – 4 ACCESSIBILITY DETAILS – 5 ACCESSIBILITY DETAILS – 2 \A1;SEE NOTE 6 \A1;24″ (TYP.) (SEE NOTE 2) \A1;5′-0″ MIN. \A1;CURB RAMP \A1;CURB RAMP \A1;0.9″ – 1.4″ \A1;50% – 60% OF BASE DIAMETER \A1;0.2″ \A1;1.6″ – 2.4″ \A1;1.6″ – 2.4″ \A1;1″ \A1;0.3″ MIN. \A1;24″ \A1;8′ MIN. \A1;8′ \A1;8′ MIN. \A1;20′ \A1;8′ MIN. \A1;8′ \A1;8′ MIN. \A1;8′ MIN. \A1;8′ \A1;8′ MIN. \A1;20′ \A1;8′ \A1;8′ MIN. \A1;8′ MIN. \A1;8′ MIN. \A1;8′ MIN. \A1;8′ MIN. \A1;20′ \A1;SEE NOTE 6 \A1;1″ \A1;18″ \A1;5′ ACCESSIBLE PEDESTRIAN WALKWAY (SEE NOTES 3 AND 7) \A1;20′ ACCESS AISLE \A1;4′ MIN. \A1;30″ \A1;30″ \A1;SEE NOTE 6 \A1;4′ MIN. \A1;1″ \A1;2′ O.C. \A1;90° \A1;45° \A1;5′ MIN. CURB RAMP CROSS SLOPE (SEE NOTE 6) LANDING LANDING LANDING LANDING UTILITY STRIP UTILITY STRIP CURB RAMP CURB RAMP 5′-0″ 5′-0″ 5′-0″ 5′-0″ CURB RAMP CURB RAMP LANDING SIDEWALK SIDEWALK VARIES (SEE NOTE 5) LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK LANDING CROSSWALK CROSSWALK CROSSWALK CROSSWALK CROSSWALK CROSSWALK CROSSWALK CROSSWALK CROSSWALK UTILITY STRIP UTILITY STRIP UTILITY STRIP UTILITY STRIP UTILITY STRIP UTILITY STRIP UTILITY STRIP BUILDING OR OTHER STRUCTURE LANDING LANDING LANDING LANDING LANDING LANDING LANDING LANDING SIDEWALK SIDEWALK SIDEWALK SIDEWALK CROSSWALK CROSSWALK CROSSWALK UTILITY STRIP GRASS/PAVERS/CONC GRASS/PAVER/CONC UTILITY STRIP PAVERS/CONC PAVERS/CONC ROADWAY RIGHT TURN LANE SEE NOTE 6 24″ (TYP.) (SEE NOTE 2) SIDEWALK CURB RAMP CURB RAMP LANDING SIDEWALK CURB RAMP CURB RAMP CURB RAMP SIDEWALK GRADE TO DRAIN \LCURB RAMP WITH SIDE FLARES \lTYPICAL DIMENSIONING \LCURB RAMP WITHOUT SIDE FLARES \lTYPICAL DIMENSIONING \LMID-BLOCK CROSSING CURB RAMP \lTYPICAL DIMENSIONING \LDIAGONAL SIDEWALK CURB RAMP \LCOUNTER SLOPE CONDITIONS \LCURB RAMP CONFIGURATION \lTYPE 1 \LCURB RAMP CONFIGURATION \lTYPE 2 \LCURB RAMP CONFIGURATION \lTYPE 4 \LCURB RAMP CONFIGURATION \lTYPE 3 \LCURB RAMP CONFIGURATION \lTYPE 5 \LCURB RAMP CONFIGURATION \lTYPE 6 \LCURB RAMP CONFIGURATION \lTYPE 7 \LCURB RAMP CONFIGURATION \lTYPE 8 (MID BLOCK CROSSING) \LCURB RAMP CONFIGURATION \lTYPE 9 (MID BLOCK CROSSING) \LCURB RAMP CONFIGURATION \lTYPE 10 \LCURB RAMP CONFIGURATION \lTYPE 11 \L(RIGHT TURN ISLAND CUT THROUGH) \LCURB RAMP CONFIGURATION \lTYPE 12 (ACCESS ISLAND CURB RAMP) \LDETECTABLE WARNING PLACEMENT \lDETAIL 1 \LDETECTABLE WARNING PLACEMENT \lDETAIL 2 \LDETECTABLE WARNING AT CURB RAMP \LCURB RAMP / BLENDED TRANSITION \lCONFIGURATION: TYPES 3 AND 4 \LDETECTABLE WARNINGS AT MEDIAN ISLANDS \l(NON ELEVATED CROSSING) \LDOME SPACING \LDOME SECTION \LTYPICAL ACCESSIBLE PARKING LAYOUTS \LTYPICAL ACCESSIBLE PARKING LAYOUTS \LTYPICAL SECTION \l(SECTION A-A) \LPOST BASE DETAIL \l(SEE NOTE 6) 5′-0″ MIN 5′-0″ MIN. NOTE: THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM ROADWAY MAXIMUM SLOPE 5% CURB RAMP MAXIMUM SLOPE 8.33% LANDING CURB RAMP CROSSWALK LANDING CURB RAMP 0.9″ – 1.4″ 50% – 60% OF BASE DIAMETER 0.2″ 1.6″ – 2.4″ 1.6″ – 2.4″ 1″ 0.3″ MIN. 24″ 8′ MIN. 8′ 8′ MIN. 20′ 8′ MIN. 8′ 8′ MIN. 8′ MIN. 8′ 8′ MIN. 20′ 8′ 8′ MIN. 8′ MIN. 8′ MIN. 8′ MIN. 8′ MIN. 20′ SEE NOTE 6 BOTTOM OF SIGN 1″ 18″ 5′ ACCESSIBLE PEDESTRIAN WALKWAY (SEE NOTES 3 AND 7) 20′ ACCESS AISLE 4′ MIN. 1:50 30″ 30″ SEE NOTE 6 4′ MIN. BOTTOM OF SIGN 1″ NOTE: IF THE DISTANCE FROM THE GRADE BREAK IS LESS THAN OR EQUAL TO 5′-0″ DETECTABLE WARNINGS SHOULD BE PLACED ON THE CURB RAMP ALONG THE BOTTOM GRADE BREAK WITH ONE CORNER 5″ TO 9″ FROM THE FRONT OF THE CURB OR EDGE OF THE ROADWAY. NOTE: IF THE DISTANCE FROM THE GRADE BREAK IS GREATER THAN OR EQUAL TO 5′-0″ DETECTABLE WARNINGS SHOULD BE PLACED ALONG THE RADIUS OF THE CURVE AS SHOWN IN THE ABOVE DETAIL NOTES: \L 1. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE. THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING UNIT (THE DOMES AND THE ENTIRE 24″ LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. \W3.80952; \LDETECTABLE WARNING UNIT DIMENSIONS:WARNING UNIT DIMENSIONS: 2. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24″ IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. \W3.80952; \LDOME ALIGNMENT:ALIGNMENT: 3. THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN THE RAMP LANDING OR CURB RAMP AND THE STREET. 4. WHERE DOMES ARE ARRAYED RADIALLY THEY MAY DIFFER IN DOME DIAMETER AND CENTER-TO-CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. \W3.85714; \LCOLOR REQUIREMENTS:REQUIREMENTS: 5. THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE MOST CURRENT ADAAG. \W3.80952; \LDETECTABLE WARNINGS LOCATIONS:WARNINGS LOCATIONS: 6. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OR CORNER OF THE WARNING FIELD NEAREST TO THE ROADWAY IS 5″ TO 9″ FROM THE FRONT OF THE CURB OR THE ROADWAY EDGE (12″ WHERE TRAVERSABLE CURB IS USED). GENERAL NOTES:NOTES: 1. THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM NECESSARY TO COMPLY WITH THE ADA AND TOH STANDARDS. ANY DEVIATION LESS THAN THE MINIMUM WIDTH OR GREATER THAN THE MAXIMUM SLOPE FROM THESE STANDARDS MUST BE DOCUMENTED WITH THE STANDARDS BEING MET TO THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT ADAAG. 2. CURB RAMPS, LANDINGS AND BLENDED TRANSITIONS REQUIRE THE USE OF DETECTABLE WARNINGS. DETECTABLE WARNINGS ON THIS SHEET ARE SHOWN FOR ILLUSTRATION ONLY. REFER TO THE DETECTABLE WARNING DETAILS ON SHEET 4 OF 5 FOR DETAILS ON PLACEMENT, ORIENTATION & DIMENSIONS. REFER TO CHAPTER 18 OF THE NYS HIGHWAY DESIGN MANUAL FOR MORE INFORMATION. \W3.85714; \LCURB RAMP NOTES:RAMP NOTES: 3. THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5′-0″. 4. THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED) AND 1:12 (8.33%) MAXIMUM. 5. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP LENGTH IS THE LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15′-0″. 6. THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET ROADWAY GRADE. 7. THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. 8. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4″ MAX). 9. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED. \W3.80952; \LLANDING NOTES:NOTES: 10. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5′-0″ BY 5′-0″ EXCEPT AT THE BOTTOM OF RAMPS TYPE 1 & 2 ON SHEET 2 OF 5. 11. THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 (2%) MAXIMUM. THE RUNNING AND CROSS SLOPES AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET ROADWAY GRADE. NOTES: 1. FOR DIMENSIONS & GEOMETRIC VALUES REFER TO SHEET 1 OF 5. 2. THE CONFIGURATIONS SHOWN GENERICALLY REPRESENT THE MOST COMMON SITUATIONS ENCOUNTERED. THEY ARE INTENDED TO PRESENT CURB RAMP DESIGN CONCEPTS. SITE CONDITIONS AT INDIVIDUAL LOCATIONS REQUIRE SPECIFIC DESIGNS. CURB RAMP DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF SHEETS 1, 2, AND 3 OF 5. REFER TO TOWN ENGINEER FOR ADDITIONAL DESIGN GUIDANCE. 3. COORDINATE TRAFFIC CONTROL DEVICES, UTILITY LOCATIONS, SIGNS, STREET FURNITURE AND DRAINAGE TO ENSURE A CONTINUOUS PEDESTRIAN ACCESS ROUTE AT ALL CURB RAMP LOCATIONS. GUIDANCE FOR CROSSWALK MARKINGS AND TRAFFIC CONTROL DEVICES IS PROVIDED IN THE MUTCD. 4. DETECTABLE WARNINGS SHOWN ON THIS SHEET ARE FOR ILLUSTRATION ONLY. FOR SPECIFIC PLACEMENT ORIENTATIONS AND DIMENSIONS REFER TO SHEET 4 OF 5. SEE NOTE 10. 5. THE CROSS SLOPE OF RAMPS AND/OR LANDINGS AT MID BLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE. 6. GRATES SHALL NOT BE LOCATED ON CURB RAMPS, BLENDED TRANSITIONS OR LANDINGS. ACCESS COVERS OF SIMILAR SURFACES SHALL COMPLY WITH APPLICABLE SURFACE REQUIREMENTS. 7. UTILITIES, SIGNS, AND OTHER FIXED OBJECTS MAY NOT BE PLACED ON A CURB, OR IN A MANNER THAT INTERFERES WITH THE USE OF THE CURB RAMP. 8. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. A COARSE BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE IS RECOMMENDED ON CONCRETE RAMP SURFACES, EXCLUSIVE OF THE DETECTABLE WARNING FIELDS. 9. THERE SHALL BE A LANDING AT THE TOP OF EACH PERPENDICULAR CURB RAMP AND A LANDING AT THE BOTTOM OF RAMPS TYPE 1 & 2 ON SHEET 2 OF 5. 10. LANDINGS MAY OVERLAP WITH ADJACENT LANDINGS OR A SINGLE LANDING MAY SERVE MULTIPLE CURB RAMPS. 11. LANDINGS MAY OVERLAP WITH THE CLEAR GROUND SPACE REQUIRED AT PEDESTRIAN SIGNAL PUSH BUTTONS. NOTES: 1. THIS SHEET IS INTENDED TO DEPICT THE DIMENSIONAL REQUIREMENTS OF TYPICAL ACCESSIBLE PARKING SPACES. THE SIDEWALK, CURBING, AND PAVEMENT MATERIALS SHALL BE AS SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. 2. MINIMUM NUMBER OF ACCESSIBLE SPACES: \W3.80952; EXCEPTION: PARKING AREAS ON THE PREMISES OF, OR IMMEDIATELY ADJACENT \W3.80952; TO, MEDICAL SERVICES FACILITIES PROVIDING TREATMENT FOR MOBILITY IMPAIRED \W3.80952; PERSONS AND OTHER SIMILAR LOCATIONS MAY REQUIRE A GREATER NUMBER OF \W3.80952; ACCESSIBLE PARKING SPACES THAN INDICATED ABOVE. REFER TO THE \W3.80952; APPLICABLE ACCESSIBILITY STANDARD. 3. LOCATION – PARKING SPACES FOR USE BY PERSONS WITH DISABILITIES SHALL BE IN THE SPACES CLOSEST TO THE NEAREST ACCESSIBLE BUILDING OR FACILITY ENTRANCE ON AN ACCESSIBLE ROUTE. 4. DIMENSIONS – ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 8′ (MIN.) WIDE AND SHALL HAVE AN ADJACENT ACCESS AISLE 8′ WIDE MEASURED PERPENDICULAR TO THE STALL STRIPE TO ACCOMMODATE VANS WITH LIFTS. 5. COMMON ACCESS AISLES FOR 90° PARKING – TWO ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. FOR ACUTE ANGLED PARKING, SUCH AS 60° PARKING, OR WHERE ONE WAY DRIVEWAY AISLES WOULD PREVENT VANS WITH PASSENGER SIDE LIFTS FROM BACKING INTO ACCESSIBLE SPACES, AN ACCESSIBLE ACCESS AISLE MUST BE PROVIDED FOR EACH ACCESSIBLE PARKING SPACE. WIDTH OF ACCESS AISLES AND PARKING SPACES ARE MEASURED PERPENDICULAR TO THE STRIPING. 6. SIGNING – EACH ACCESSIBLE PARKING SPACE SHALL BE MARKED BY PERMANENTLY INSTALLED ABOVE GROUND SIGNS WHICH DISPLAY THE INTERNATIONAL SYMBOL OF ACCESS. EACH ACCESS AISLE SHALL BE MARKED BY PERMANENTLY INSTALLED ABOVE GROUND SIGNS INDICATING THAT STOPPING IS NOT PERMITTED IN THE AISLE. SIGNS SHALL NOT BLOCK THE ACCESSIBLE CLEAR WIDTH OF ADJACENT WALKWAYS. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED AS SHOWN IN THE POST BASE DETAIL. THE BOTTOMS OF THE SIGNS LOCATED ON POSTS INSTALLED IN PAVED AREAS SHALL BE AT LEAST 7′ ABOVE THE WALKWAY SURFACE. THE BOTTOMS OF SIGNS LOCATED IN UNPAVED AREAS SHALL BE 7′ ABOVE THE ADJACENT PAVEMENT SURFACE. 7. SURFACE SLOPES – SLOPES AT ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ADJOINING WALKWAYS SHALL NOT EXCEED 1:50 IN ANY DIRECTION. 8. OVERHEAD CLEARANCE – VEHICLE ACCESS ROUTES TO AND FROM ACCESSIBLE PARKING SPACES, INCLUDING IN GARAGES AND OPEN PARKING STRUCTURES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 9′-6″. 9. PAVEMENT MARKING COLORS – REQUIRED ACCESSIBLE PARKING SPACE AND ACCESS AISLE STRIPING AND OTHER OPTIONAL PAVEMENT MARKINGS, SUCH AS THE INTERNATIONAL ACCESS SYMBOL, SHALL BE PAINTED WHITE OR BLUE. 10. REFER TO ACCESSIBILITY DETAILS SHEETS 1, 2 AND 3 OF 5 FOR CURB RAMPS THAT MAY BE APPROPRIATE FOR CERTAIN SITE CONDITIONS. 11. LEVEL LANDINGS MUST BE PROVIDED AT THE TOP AND BOTTOM OF ALL RAMPS. LANDINGS SHALL BE 4′ (MIN.) IN THE DIRECTION OF TRAVEL. SLOPES ON LANDINGS SHALL NOT BE STEEPER THAN 1:50 IN ANY DIRECTION. 12. A SMOOTH, FLUSH TRANSITION MUST BE PROVIDED BETWEEN ALL PEDESTRIAN WALKWAYS AND THE ACCESSIBLE PARKING SPACES AND AISLES. TOTAL SPACES IN LOT MINIMUM NUMBER OF ACCESSIBLE SPACES 1 TO 25 1 25 TO 50 2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 6 201 TO 300 7 301 TO 400 8 401 TO 500 9 501 TO 1000 2% OF TOTAL NOTE: REFER TO SHEET 4 OF 5 FOR DETECTABLE WARNING DIMENSIONS AND PLACEMENT ORIENTATION. A A SIGN NO. R7-8 SIGN NO. NYR7-4 TYPICAL FOR PARKING SPACE TYPICAL FOR ACCESS AISLE 2′ O.C. 5 5 CROSSWALK 5′ MIN. \A1; ACCESSIBILITY DETAILS – 1