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ST9302-CS030416INSPECTION DISAPPROVED Wednesday, April 16, 2003 Ken Griffin The City of Coppell PO Box 478 255 Parkway Blvd Coppell, TX 75019 Post-it® Fax Note 7671 Date z payy°es~ II ~7W Co./Dept. Co. Phone # Phone # Fax # Fax # RE: RE: Accessology No. PINS120231 TDLR Project No. EABPRJ A1008798 N/Appelll Sandy Lake Rd. Paving, Drainage & Water Systems Improvements Sandy Lake Rd. between MacArthur 8 Old Denton Tap Coppell, TX 75019 Inspector: Jay Heilman RAS # 048 Report Date: 3/12/03 Dear Mr Griffin The referenced project has been inspected and found to be in noncompliance with some of the provisions of the Texas Accessibility Act, Article 9102, Texas Civil Statutes. The non-complying items noted on the enclosed report must be corrected, and written verification of completed modifications furnished to our office, within 90 days of the date of this letter. If compliance cannot be accomplished within the specified time, or if you are not the owner of record of this facility, please contact us at once. This determination does not address the applicability of the Americans with Disabilities Act (ADA), (P.L. 101-336), or any other state, local or federal requirement. For information on the ADA, call the ADA Hotline at (800) 949-4232 or the United States Department of Justice at (202) 514-0301. Please reference the Accessology and TDLR project numbers (above) in all correspondence pertaining to this project. Questions pertaining to our inspection should be directed to Accessology, Inc. at (972) 434-0068. Thank you for choosing Accessology, Inc., for your inspection services. We look forward to hearing from you. Sincerely, Jay Heilman Jay Heilman RAS # 048 Registered Accessibility Specialist Enclosure: Copy of Inspection Report =~..e ~~ ~ ,/ n s ~ TEXAS DEPARTMENT OF LICENSING AND REGULATION REGISTERED ACCESSIBILITY SPECIALIST FINAL INSPECTION REPORT Inspection Worksheet TDLR PROJECT NO: EABPRJA1008798 Article 9102, T.C.S. ACCESSOLOGY, INC NO: PIN5120231 PAGE; 1 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMS IMPROVEMENTS FACILITY: NA ADDRESS: SANDY LAKE ROAD BETWEEN MACARTHUR & OLD DENTON TAP CITY: COPPELL OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 ,.'_ 4.3 ...ACCESSIBLE ROU'CE VIOLATION 4.3.7 SLOPE t) The accessible route An accessible route with a running slope greater than 1:20 is a ramp and (sidewalk) which connects shall comply with 4.8. Nowhere shall the cross slope of an accessible route to the curb ramp on the east exceed 1:50 side of the main driveway . entrance to Kroger located on [he north side of Sandy Lake in the 900 block has a cross slope of 6.1 %. 2) The accessible route (pavestone crosswalk) be- tween the two curb ramps at the main driveway en- trance to Kroger located on the north side of Sandy Lake in the 900 block has a cross slope of 5.6% 3) The accessible route (sidewalk) which connects to [he curb mmp on the west side of the main driveway entrance to Kroger located on the north side of Sandy Lake in the 900 block has a cross slope of 8.6%. 4) The accessible route (pavestone crosswalk) be- tween the two wrb ramps at the west driveway en- trance to Kroger located on the north side of Sandy Lake in the 900 block has a cross slope of 6.8% 5) The accessible route (crosswalk) between the Inspection Worksheet TDLR PROJECT NO: EABPRJA1008798 Article 9102, T.C.S. ACCESSOLOGY, INC NO: PINS120231 PAGE: 2 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMS IMPROVEMENTS OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 two curb ramps on either side of Meadow Glen lo- cated on the north side of Sandy Lake has a cross slope that vazies from 3.4% to 4.6%. 6) There is a portion of ac- cessible route (sidewalk) that connects to the curb ramp on the east side of Meadow Glen on the north side of Sandy Lake that is approximately 5 ft. in length with a slope that vaz- ies between 9.6% and I LO%. 7) The accessible route (crosswalk) between the two curb ramps for the 3 drive entrances for George- town Plaza located in the 700 block of Sandy Lake on the north side have a cross slope that varies be- tween 3.3% and 7.8%. 8) The accessible route (crosswalk) between the two curb ramps located on either side of Heather Glen has a cross slope that varies between 6.4°U and 8.1 9) The accessible route (crosswalk) between the two curb ramps located on either side of the drive en- trance into 636 Sandy Lake (across from Raven St.) has a cross slope of 7.9% 10) The accessible route (crosswalk) between the curb ramps located on ei- ther side of Simmons at Sandy Lake has a cross slope that varies between 6.2% and 8.0%. I1) The accessible route Inspection Worksheet Article 9102, T.C.S. TDLR PROJECT NO: EABPRJA1008798 ACCESSOLOGY, INC NO: PINS120231 PAGE: 3 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMS IMPROVEMENTS OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE:3-12-2003 between the curb ramps located on either side of Maple Leaf has a cross slope that varies between 4.8% and 6.2%. l2) The accessible route between the curb ramps located on either side of Raven has a cross slope that varies from 4.9°/" to 6.7%. 13) The accessible route between the curb ramps located on either side of the 3r0 drive entrance (going west) into the strip shop- ping center located on the south side of Sandy Lake and east of Moore has a cross slope that varies be- tween 5.8"/° and 6.l%. 14) The accessible route between the curb ramps located on either side of the drive entrance into 532 Sandy Lake (Lutheran and Church) has a cross slope that varies between 4.0% and 2.6%. IS) The accessible route between the curb ramps ~^ S located on either side of J~ n ~-la ~~~ `n t'lR'h oR Holly has a cross slope that varies between 6.7°/" and 4.2%. 16) The accessible route between the curb ramps located on either side of the h' drive entrance (going west) into Town Oaks Cen- terlocated on the south side of Sandy Lake has a cross slope of 6.3%. ACCEPTABLE 4.4 PROTRUDING OBJECTS' ACCEPTABLE 4.5 GROUND AND FLOOR SURFACES None 4.6 PARKING AND' PASSENGER L©ADING 20NES Inspection Worksheet Article 9102, T.C.S. TDLR PROJECT NO: EABPRJA1008798 ACCESSOLOGY, INC NO: PINS120231 PAGE: 4 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMSIMPROVEMENTS 1'a '1'~`. OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 4.7 GIJRB RAMPS VIOLATION 4.7.2 SLOPE lj The slope of [he curb Slopes of curb ramps shall comply with 4.8.2. (1:12 = 8.33%). The slope ramp located on the west shall be measured as shown in Fig. 11. Transition from ramps to walks, gut- side of the main driveway or streets shall be flush and free of abrupt changes. Maximum slopes of tern entrance to Kroger located , on the north side of the adjoining gutters, road surface immediately adjacent to the curb ramp, or street of Sandy Lake in the accessible route shall not exceed 1:20 (5%). 900 block, has a slope of 9.3%. 2) The slope of the curb ramp on either side of the (3) drive entrances for Georgetown Plaza located in the 700 block of Sandy Lake on the north side var- ies between l0% and I S%. 3) The slope of the curb ramp located on the south- east comer of Sandy Lake at Samuel is 13.1%. 4) The slope of the curb mmp located on the south- west comer of Sandy Lake at Samuel is 12.1% 5) The slope of the curb ramp located on the south- east corner of Mockingbird and Sandy Lake is 9.3%. 6) The slope of the curb ramp located on [he south- east side of the third drive entrance (going west) into the strip shopping center located on the south side of Sandy Lake and east of Moore is I2.8%. 7) The slope of the curb ramp located on the east side of Nash at Sandy lake is 9.1 °/. 8) The slopes of the 4 curb ramps located on Lodge at Sandy Lake vary between Inspection Worksheet Article 9102, T.C.S. TDLR PROJECT NO: EABPRJA1008798 ACCESSOLOGY, INC NO: PINS120231 PAGE: 5 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMSIMPROVEMENTS OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 9.1%and 14.5%. 9) The slope of the curb rafnp on the southwest cor- ner of Castlebury and Sandy Lake is 9.8% and the southeast comer is 11.3%. j ~i VIOLATIQN 4.7.4 SURFACE The curb ra,nps located (t) Surfaces of curb ramps shall comply with section 4.5 above. on the Northeast corner of (2) For purposes of warning, the full width and depth of curb ramps shall MacArthur, (z) both sues have a li ht reflective value and texture that si ificantl contrasts with that g ~ y of bath drive entrances to Kroger, (3) both sides of of adjoining pedestrian routes. Fouunin View, (4) both sides Sugarberry, (5) both sides of Meadow Glen, (6) both sides of MapleLeaf, (7) both sides of Meadow Run, (8) both side of all 3 drive entrances to George- town Plaza, (9) both sides of Mockingbird, (!0) both sides of Samuel, (I1) northeast side of second drive (going west) to Build- ing 636, (2) both sides of Raven, (13) both sides of the tirst 2 drive entrances (going west) for the strip shopping center on the south side of the road and east of Moore, (14) all curb romps at Moore, (15) west side of drive to536 (Baotist Church), (16) both sides of Nash, (77) both sides of Holly, (IS) all 4 at Lodge, (19) all 4 at Highland Meadow, (20) both sides of Castlebury, (21) both sides of the street into Pecan Ridge Estates, (22) both sides of Dobeha St. , (23) both sides of Simmons E., (24) both sides of Allen- crest, (25) both sides of Simmons W., (26) both sides of Woodcrest, (27) both sides of London, (28) all 4 comers of Heartz and (29) both entrances into Tom Thumb Shopping Center aze all without a Inspection Worksheet TDLR PROJECT NO: EABPRJA1008798 Article 9102, T.C.S. ACCESSOLOGY, INC NO: PINS120231 PAGE: 6 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMSIMPROVEMENTS OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 contrasting light reflective value. None 4.% RAMPS None 4.9 STAIRS None 4.10- ELEVATORS None 4.11 PLATFORMLII~TS(WHEELCHAIItLIFTS} None 4.13 DOORS None 414 ENTRANCES None 4.15 DRINKING FOUNTAINS AND WATER COOLERS None 4.16 WATER CLOSETS None 4.17 TOILET STALLS None 41% URINALS None 4.19'. LAVATORIES AND MIRRORS None 4.20 BATHTUBS None 4.21 SHOWER STALLS- None 4:22 TOILET ROOMS None 4.24 SINKS None 4.25 STORAGE None 4.26 HANDRAILS, GRAB BARS, AND TUBtSHOWER SEATS 4.21 CONTROLS AND OPERATING MECHANISMS VIOLATION 4.2 7.2 CLEAR FLOOR SPACE The clear floor space re- Clear floor space complying with 4.2.4 that allows a forward or parallel ap- quired for the pedestrian proa ch by a person using a wheelchair shall be provided at controls, dis- crossing button located on pensers, receptacles, and other operable equipment. Controls and operating the southwest corner of Moore and Sandy Lake has mec hanisms located in alcoves that are deeper than 24" require additional a cross slope of 6.8%. man euvering area. The clear floor space re- ~, quired for the pedestrian i b l d . r ' ~' ` on cross ng utton ocate ~~r ~ ~ ~ the southeast comer of y ° ? Moore and Sandy Lake has ` r ~ r--.~ a cross slope of 6.8% The clear Floor space re- quired for the pedestrian aossing button located on the northeast comer of Moore and Sandy Lake has a cross slope of S.l%. The button concrete surface for the E/W button is only IS" x 40" and there is none provided for the N/S but- ton. The clear floor space ra Inspection Worksheet TDLR PROJECT NO: EABPRJA1008798 Article 9102, T.C.S. ACCESSOLOGY, INC NO: PINS120231 PAGE: 7 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMSIMPROVEMENTS OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 crossing button located on the northwest comer of Moore and Sandy Lake has a cross slope of 5. I %. The clear Floor space re- quired for the pedestrian crossing button located on the southeast comer of Samuel and Sandy Lake has a cross slope of 13.1% for the N/S button. The clear floor space re- quired for the pedestrian aossing button located on the southwest comer of Samuel and Sandy Lake has a cross slope of II% and the concrete surace ends 15" from the control and has a 2" drop off. The clear fluor space re- quired for the pedestrian crossing button located on the northwest comer of Samuel and Sandy Lake has a cross slope of 10.6% and the paves[one surface stops 3 feet Rom the con- trol buttons. The clear floor space re- quired for the pedestrian crossing button located on the northeast comer of Samuel and Sandy Lake has a cross slope of 3.5%. The clear Floor space re- quired for the pedestrian crossing button located on the northeast corner of Heartz and Sandy Lake has a cross slope of 4.4% for the E/W button and 8.3% for the N/S button. The clear floor space re- quired for the pedestrian crossing button located on Inspection Worksheet TDLR PROJECT NO: EABPRJA1008798 Article 9102, T.C.S. ACCESSOLOGY, INC NO: PINS120231 PAGE: 8 PROJECT. COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMS IMPROVEMENTS OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 the southeast comer of Heartz and Sandy Lake has a cross slope of 7.0% for the E/W button and 9.3% for the N/S button. The clear floor space re- quired for the pedestrian crossing button located on the southwest corner of Heartz and Sandy Lake has a cross slope near the but- ton of S.l% but no 30x48 space due to grass area, water meter and power pole (with l6% slope) within that area. The clear floor space re- quired for [he pedestrian crossing button located on the northwest comer of Heartz and Sandy Lake has a cross slope of 3.5%. The clear Floor space re- quired for the pedestrian aossing button located on the northeast corner of MacArthur and Sandy Lake has a slope of 7.6% for the N/S button and a slope of 8.4% for the E/W button. The clear floor space re- quired for the pedestrian crossing button located on the southeast comer of MacArthur and Sandy Lake is set back from the pavers with approximately 4' of grassy area that has a slope of 24. I % in front of it. The clear floor space re- quired for the pedestrian crossing button located on the southwest comer of MacArthur and Sandy Lake is on un-level dirt, grass and loose rock surface with a slope of 17.2%. Inspection Worksheet Article 9102, T.C.S. TDLR PROJECT NO: EABPRJA100H798 ACCESSOLOGY, INC NO: PINS120231 PAGE: 9 PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND WATER SYSTEMS IMPROVEMENTS OR'NER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman RAS#48 DATE: 3-12-2003 The clear floor space re- quired for the pedestrian crossing button located on ~ „o~.Qp the southeast corner of Old ~ ,p k Y Denton Tap and Sandy U Lake is a grassy area ap- proximately 12 feet back from the paved surface and has a slope of 14.6%. -- None 4.28 ALARMS None 4.29 DETECTABLE WARNINGS'. None 4.30- SIGNAGE None 4.31' TELEPHONES None 4.32 FIXED OR BUILT IN SEATING, TABLES 8z COUNTERS None 433 ASSEMBLY AREAS None 4.34 AUTOMATED TELLER MACHINES None 4.35 DRESSING AND FITTING ROOMS None 5.0 RESTAURANTS,. CAFETERIAS; SNACK BARS, AND VENDING AREAS None 6.0 MEDICAL CARE FACILITIES None 7.0 BUSINESS ANDMERCANTILE None S.0 LIBRARIES. None 4.0' ACCESSIBLE TRANSIENT LODGING None I0. TRANSPORTATION FACILITIES