(AHA) ADA / UFAS SITE COMPLIANCE STUDY 60TH STREET NW 8705 ZONE LOCATION MAP K--Z O W N E R 840 UNIVERSITY BLVD SE ALBUQUERQUE, NM 8706 TEL: 5057643925 E N G I N E E R PROJECT DESCRIPTION EVALUATION STUDY TO DETERMINE THE OVERALL COMPLIANCE FOR THE SITE AND GENERAL HOUSING PERTAINING TO COMPLIANCE WITH ADA AND UFAS REQUIREMENTS INDEX OF DRAWINGS G-00 COVER SHEET G-002 GENERAL NOTES C-0 IMPROVEMENT PLAN C-02 C-50 DETAILS CENTRAL AVE COORS BLVD 60th ST AVALON ROAD PROJECT LOCATION LOCATION MAP AND SHEET INDEX G-00 REV NO REV DATE DESCRIPTION tele: 5052557802 wwwabqengcom
NOTE: CODE INFORMATION IS PROVIDED FOR INFORMATIONAL AND GUIDELINE PURPOSES ONLY DWELLING UNIT REMODELING AND SITE CIVIL WORK THAT REQUIRES PERMITTING AND CONSTRUCTION DOCUMENTS SHALL BE STAMPED BY A REGISTERED PROFESSIONAL ARCHITECT AND A REGISTERED PROFESSIONAL ENGINEER RESPECTIVELY C O D E R E V I E W REFERENCE CODES - INTERNATIONAL BUILDING CODE - 2009 ICC / ANSI A7-2009 - UNIFORM FEDERAL STANDARDS - ADA 200 INTERNATIONAL BUILDING CODE 2009 CHAPTER SECTION 0 SECTION 04 SECTION 042 SECTION 043 SECTION 05 SECTION 06 SECTION 07 SECTION 0762 S W/IN THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION, PARKING, PUBLIC STREETS AND SIDES TO THE BLDG ENTRANCE AT LEAST ONE SHALL CONNECT BLDGS, FACILITIES, AND ELEMENTS AN SHALL BE PROVIDED TO EACH PORTION OF THE BLDG ENTRANCES, WAYS AND PUBLIC WAY PUBLIC ENTRANCES AT LEAST 60%%% OF ALL PUBLIC ENTRANCES SHALL BE PARKING 4 MIN REQ'D SPACES 76-00 DWELLING UNITS GROUP R-2 TYPE A AND B UNITS SHALL BE PROVIDED IN APARTMENTS ADA STANDARDS FOR DESIGN 200 SECTION 233 RESIDENTIAL DWELLING UNITS SECTION 233342 SECTION 2333 SECTION 23332 IN INDIVIDUAL RESIDENTIAL DWELLING UNITS, WHERE A BATHROOM OR A KITCHEN IS SUBSTANTIALLY ALTERED, AND AT LEAST ONE OTHER ROOM IS ALTERED, THE REQUIREMENTS OF 2333 SHALL APPLY TO THE ALTERED RESIDENTIAL DWELLING UNITS UNTIL THE TOTAL NUMBER OF RESIDENTIAL DWELLING UNITS COMPLIES WITH THE MINIMUM NUMBER REQUIRED BY 2333 AND 23332 RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 2333 SHALL BE ON AN AS REQUIRED BY 206 RESIDENTIAL DWELLING UNITS WITH MOBILITY FEATURES IN FACILITIES WITH RESIDENTIAL DWELLING UNITS, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE UNIT, OF THE TOTAL NUMBER OF RESIDENTIAL DWELLING UNITS SHALL PROVIDE MOBILITY FEATURES COMPLYING WITH 8092 THROUGH 8094 AND SHALL BE ON AN AS REQUIRED BY 206 IN FACILITIES WITH RESIDENTIAL DWELLING UNITS, AT LEAST 2 PERCENT, BUT NO FEWER THAN ONE UNIT, OF THE TOTAL NUMBER OF RESIDENTIAL DWELLING UNITS SHALL PROVIDE COMMUNICATION FEATURES COMPLYING WITH 8095 REV NO REV DATE DESCRIPTION tele: 5052557802 wwwabqengcom GENERAL NOTES G-002
PROVIDE 48" MIN 54" MIN REPLACE EXISTING SIDE AS NEEDED TO PROVIDE 5% MAX LONGITUDINAL & 2% MAX CROSS-SLOPE FOR TO PLAYGROUND DESCRIPTION REVERSE DOOR HINGES - SEE (f), DETAIL 6/C-50 REV NO REV DATE FOR ACCESSIBLILTY tele: 5052557802 wwwabqengcom PROVIDE NEW GATE IN EXISTING WALL FOR ACCESS TO PLAYGROUND REPLACE EXISTING SIDE AS NEEDED TO PROVIDE A CONSISTENT 2% CROSS-SLOPE FOR 2% 2-B 3 SP 2-A @9 ' ' x 8 EET STR CONSTRUCT PARKING AND RAMPS SEE DETAIL /C-50 54" MIN NW SIDE INTERSECTION INSTALL PARKING SIGNS PER DETAILS & 2/C-50 EX 2% MAX IN M ' ' x 8 5' @9 60TH MAILBOXES X MA CONSTRUCT RAMP DOWN TO LANDING MAX :5 SLOPE 55' C SP SP H 8' HC 8' @ 8' x x @ 8' MANEUVERING SPACE FOR ACCESSIBLILTY CONSTRUCT CONCRETE ON TOP OF EXISTING TO ELIMINATE EXISTING EXISTING STEP EX INSTALL VAN PARKING SIGN-SEE DETAILS & 2/C-50 4 SP 2% MAX SP VAN HC ' x 8' @9 5' MIN 6 RE-STRIPE PARKING SPACES AS SHOWNSEE DETAIL/C-50 ALTERNATE REPLACE EXISTING TO PROVIDE CONSISTENT 2% CROSS-SLOPE FOR REPLACE/REMOVE/IMPROVE PAVERS IN FRONT OF MAILBOXES AND CONCRETE IN FRONT OF AS SHOWN IN PHOTOS, THIS SHEET FOR ACCESSIBLILTY UNIT 2-B IMPROVEMENT PLAN IN M 54" IMPROVEMENT PLAN 48" MIN UNIT 2-A C-0 48" MIN FOR ACCESSIBLILTY REMOVE/REPLACE/IMPROVE EXISTING CONCRETE AS NEEDED TO PROVIDE CONSISTANT 2% CROSS-SLOPE FOR UNIT 6
2-B STR EET NW 2-A C-02 MAILBOXES 6 60TH ALTERNATE REV NO REV DATE DESCRIPTION tele: 5052557802 wwwabqengcom
HANDICAP SIGNAGE WITH "VAN " SIGNAGE SEE DETAIL 2, THIS SHEET EX HANDICAP SIGNAGE SEE DETAIL 2, THIS SHEET 2" x 8" SIGN WITH INTERNATIONAL HANDICAP SYMBOL AND "HANDICAP PARKING" MESSAGE "VAN " MESSAGE AS REQUIRED SEE SITE PLAN FOR LOCATIONS 2" GALVANIZED STEEL PIPE, PAINTED '-6" 3" 4" 55" 8" SIDE CURB & GUTTER SEE PLANS FOR LOCATION 5: 75' BASED ON 6" RISE (VARIES WITH STREET SLOPE) A Δ A PLAN SECTION A-A 45' 45' 5: 75' BASED ON 6" RISE (VARIES WITH STREET SLOPE) RAMP CURB SEE NOTE 5 DETECTABLE WARNING STRIP SEE DETAIL 4/CXXX SIDE GENERAL NOTES FOR USE AT MID-BLOCK LOCATIONS 2 RAMP CENTERLINE SHALL BE PERPENDICULAR TO THE FACE OF THE CURB AT THE SIDE RAMP CONTROL POINT 3 FOR RAMPS 5 FT LONG OR LESS, THE 5: SLOPE GOVERNS IF A 5: SLOPE RESULTS IN A RAMP LENGTH LONGER THAN 5 FT, THE 5: SLOPE MAY BE WAIVED AND THE RAMP LENGTH HELD AT 5 FT REGARDLESS OF THE SLOPE 4 FOR SIDE WIDTHS GREATER THAN 5 FT, THE OVERALL SIDE RAMP DEPTH SHALL MATCH THE SIDE WIDTH 5 RAMP CURB HEIGHT TO MATCH ELEVATION AT BACK OF ADJACENT SIDE 6 DRAINAGE INLETS SHOULD NOT BE LOCATED WITHIN THE MARKED CROSSS, OR IF CROSSS AREN'T MARKED, WITHIN THE AREA A STANDARD MARKED CROSS WOULD ENCLOSE 7 CONCRETE SHALL RECEIVE A ROUGH BROOM FINISH AS SHOWN 8 SEE STD DWGS C-XXX AND C-XXX FOR JOINT DETAILS Δ LEGEND MINIMUM SLOPE = 00: (00 ft/ft) MAXIMUM SLOPE = 50: (002 ft/ft) tele: 5052557802 wwwabqengcom REV NO REV DATE DESCRIPTION 4 Chapter 4 Accessibility Routes 60 min 525 (a) Front Approach, Pull Side 36 min 95 (c) Hinge Approach, Pull Side 8 min 445 60 min 525 *If both closer and latch are provided **48" min (220) if both closer and latch provided 42 min** 2 min* 305 (e) Hinge Approach, 22 min 560 24 min 60 (g) Latch Approach, 2 min* 305 8' 42 min (d) Hinge Approach, Pull Side 48 min* 220 (f) Latch Approach, Pull Side 42 min* ICC/ANSI A7-2003 *If both closer and latch are provided (b) Front Approach, *54" min (370) if closer is provided *48" min (220) if closer is provided Fig40423 Maneuvering Clearance at Manual Swinging Doors 48 min 220 55' 8' 54 min 370 24 min 60 ENTRANCE LANDING REQUIREMENTS NTS 2 3" TYP 8" ELEVATION DEPRESSED CURB AT SIDE RAMP 3 DEPRESSED CURB & GUTTER PERSPECTIVE ROUGH BROOM FINISH RAMP CURB SEE NOTE 5 DETAILS C-50