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ST9302-CS040319 . . TEXAS DEPARTMENT OF LICENSING AND REGULATION Compliance Di~,ision/ARCHITECT~RAL BARRIERS O. Box 12157 Austin, Texas 78711 (512)463-3211 (877)278-0999 FAX(512)475-2886 ail Address: architectural, barriers(alicense, state, tx. us Internet Address: www. license, state, tx. us Mr. Kenneth M. Griffin Director of Engineering and Public Works City of Coppell P. O. Box 478 Coppell, TX 75019 RE: Paving, Drainage and Water System Improvements Sandy Lake Road Coppell, TX March 19, 2004 EABPRJA1008798 Dear Mr. Griffin: .NOTICE This notice is to inform you that the above referenced project will be forwarded to TDLR's Enforcement Division because our records indicate more than 40 outstanding violations that have not been corrected. A case will be created and scheduled for an administrative hearing. A Notice of the Administrative Hearing will be mailed to you at least fifteen (15) days before the scheduled hearing date. If you have corrected the Texas Accessibility Standards (TAS) violations noted on the inspection repod dated March 12, 2003, verification of the corrections has not been received by TDLR. This is a violation of 16 Tex. Admin. Code. Sec. 68.53. Verification of this correction to the TAS violation contained in the inspection report could resolve the issues in this project and avoid possible administrative penalties to the building owner. You have 90 days from the date of this notice to provide written verification that all violations have been corrected. After the 90th day, the project file will be forwarded to the Enforcement department for further action. You may fax this information to (512) 475-2886 to my attention. Please include the above-referenced project number on all correspondences relating to this project. Sincerely, Deborah K. Jahns, Program Accessibility Specialist Audit & Oversight Division 512/463-3211 512/475-2886 Fax Enclosure: Copy of the inspection report Inspection Response form Austin Headquarters: E.O. Thompson State Office Building. 920 Colorado · Austin, Texas 78701 TEXAS DEP.kRTMENT OF LICENSING AND REGULATION REGISTERED ACCESSIBILITY SPECIAklST FINAL INSPECTION REPORT Inspection Worksheet TDLR PROJECT NO: EABPRJA1008798 Article 9102. ¥ CS ACCESSOLOGY, INC NO: PINS120231 PAGE: 1 PROJECT: (?OPPELL SANDY LAKE ROAD PAVING, DRAINAGE ~ND ~;ATER SYSTEMS IMPROVEMENTS FACIEITY: NA ADDRESS: SANDY LAKE ROAD BETWEEN 5E~.CARTHUR & OLD DENTON TAP CITY: COPPELL OWNER: CIIY OF COPPELL ARCHII'ECT: KII~H.EY-ttORN & ASSOCIATES INSPECTOR: Jay ttcilman 1LES#48 DATE: 3-12-2003 PROJECT NOTES: Reconstruction of 10.000 LF to 4-lane road wi~h 30" water line and sidc- walk~ on both sides ii The accessible route [side,.,,alk) which connects side of the main dfiveu, ay entrance to Kroger located on the ilollb side of Sandy Lake in th[: 900 block tlas a cross slope of ¢ ! % 4.3.7 SLOPE An accessible route with a running slope greater than 1:20 is a ramp and shall comply with 4.8. Nowhere shall the cross slope of an accessible route exceed 1:50. 2) Tbe accessible route (pavcstone crosswalk) be- trance to Kroger located on the north side o~' Sandy Lake in [he 90tl block has a cross slope of 56% 3) Thc accessible route (side~alk) which connects x~est side of the main side ot Sandy Lake in thc 900 block has a cross slope 4) Fhc accessible loutc (paxestone crosswalk) be twcen the t~vo curb ranlps it the west driveway en- trance to Kroger Iocated on tile north side of Sandy I.ak¢ in Ihe 900 block has a cross slope of 0 8% 5) I'he accessible route (crosswalk) between the Article 9102, TCS PAGE: 2 PROJECT: COPPELL SANqDY LAKE ROAD PAVING. DR~A. INAGE AND WATER SYSTEMS IMPROVEMENTS O'O, NER: CITY OF COPPkLL ARCHITECT: KIMLEY-HORN & ASSOCIA FES INSPECTOR: Jay Heihnan RAS#48 TDLR PROJECT NO: EABPRJAI008798 ACCESSOLOGY, INC NO: PINS120231 DATE: 3-12-2003 side of Meadow Glen lo- Sandy Lake has a cross 6i Fhere 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 var- ies between 9.690 and 7~ Tile accesqible route (cross;;alk/ between thc 8) Fhe accessible route (crusswalk) between the t',~o curb ramps located on either side of Heather Glen has a cross slope that vanes 95 ] he tccessible route either side of the drive cn- n-ance into 636 Sandy Lake (across ~rom Ra',en St.) has 10) The accessible route /crossv, alki between the ther side of Simmons at Sandy Lake has i cross Ilk The accessibl~e_~route Inspection Worksheet Article 91!)2, TC S PAGE: 3 PROJECT: COPPELL SANDY LAKE ROAD PAVING. DILAJNAGE AND WATER SYSTEMS IMPROVEMENTS O~3, NER: CITY OF COPPEI.L ARCItlTECT: KIMLEY HORN & ASSOCL&] ES INSPECTOR: Jay tleilman TDLR PROJECT NO: EABPRJA1008798 ACCESSOLOGY, LNC NO: PINS120231 DATE: 3-12-2003 located on either side of I Maple Leal' has a cross slope that varies between 4.891, and 6.2%. 12) The accessible route bet~een the curb ramps located on either side of that vanes from 49~, to lX) The accessible route located op. either side of the yt drive entrance (going '~estl into the snnp shop- ping center located on the south side ot Sandy lake 14) The accessible route located on either side of the dnvc entrance into 532 Sandy Lake (Lutheran and ChuIch) has a cross slope /hat vanes between 4 0% and 20*%. 15) The accessible routc between the curb ramps lIo/ly has a cross slope that ,~aries between 6 7% and 42%. 10) The accessible route located on either side of the [' diSve entrance (going west) into I'own Oaks Cen ter located on the south side of Sandy Lake has a cross ACCEPTABLE ; 4.4 PROTRUDING OBJECTS ~CCEPTABLE [ 4.5 GROCqNDAND FLOOR SURFACES None I 4.6 PARKING AND PASSENGER LOADING ZONES Inspection Worksheet Article 9102. T CS. PAGE: 4 PROJECT: COPP} LL SANDY LAKE ROAD PAVING. DRAFNAGI AND WATER SYSTEMS iMPROVEMENTS OV~TqER: CITY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIAI ES INSPECTOR: Jay Heilman bLkS~48 TDLR PROJE£'I NO: E,kBPR.IAI()08798 ACCESSOLOGY, LNC NO: PINS120231 4.7 CURB RAMPS 4.7.2 SLOPE DATE: 3-12-2003 VIOLATION 1) The slope of the curb street of' Sandy Lake in the `900 block, has a slope of The slope of the curb ~m~p on either side of the ~3) drive entrances for Georgeto','.n Plaza located the ?00 block of Sandy l,ake on the north ~ide ~ar- 3~ The slope of the curb east comer of Sandy Lake at Samuel is 13.1%,. 4) qhc slope of thc curb ramp located on the south- west comer o~ S~mdy Lake 5) The slope ol the curb ramp located on the south- cast con, er ;if Mockingbird and Simdy Lake is '93% 6~ [lie slope of the curb ramp located on the south- east side c)f tile third drive entrance (going west} into the stop shoppw~g center located on the south side of Sand3 Lake and east of Moore is 12 ,qqh -) Fhe slope off the curb ramp located on the east side of Nash at Sandy lake S) Ft~e slopes of the 4 curb ramps located on Lodge at Sandy Lake v,xry between Slopes ot curb ramps shall comply 'Mth 4.82. (1.12 8._~,0). The slope shall be measured as shown in Fig. 11. Transition from ramps to v,,alks, gut- ters, or streets shall be flush and free of abrupt changes. Maximum slopes of adjoining gutters, road surface immediately' adjacent to the curb ramp, or accessible route shall uot exceed i:20 (5%). TDER PROJECT NO: EABPRJAI008798 ACCESSOLOGY, INC NO: PLNS120231 Inspection Worksheet .\niclcgl02 I.CS PAGE: > PP. OJECT: COPPELL SANDY LAKE ROAD PAVING, D~&iNAGE AND WADER SYS1 EMS IMPROVEMENTS O~ NER: CITY OF COPPELL ARCHITECT: KIMLEY HORN ~ ASSOCIA'~ES L~'SPECTOR: Jay Heilman ~S~8 DATE: 3-12-2003 Sandy Lake is 98% and the VIOLA/ION 4.7.4 SURFACE The curb ramps located (I) *m the Norl, heast corner of MacArthur, (2) both side~ Kroger, (3) both sides of Fountain View, (4) both bides Sugarbmz3., (5) both ~idcs of Meadow Glen, (6) ho~h sides of MapleLeaL (') both sides of Meadow Run, (8) both side of all 3 drive entrances to George- town Plaza. (9) both sides of Mockingbird, (10) both sides of Samuel, (!1) northeast side of second drive (going west) to Build ing ¢36, (2) both sides of Raven, (13) both sides of tI;e first 2 dri,.e entrances (going u, est) for the stop shoppi'ag center on thc south side of the road and cast of Moore, (14) ail curb ramps at Moore, 115) west side ot drive to530 (Baptist Church), (16) both sides of Nash, (17) both sides Holly, (18i all 4 at Lodge, 1lq) all 4 at }fighlm~d Meadow. (20) both sides of Cast]ebur~' (21) both sides ~f the street into Pecan Ridge Eslates, (22) both sides ill Dobeha St. , (23> b~)th sides of' Simmons E, (23.) both sides of Allen crest. (25) both sides of Simmons W, 1201 both sides of Woodcrest, i27) both s/des of London, all 4 comers of Hcanz and (29/ bo~h entrances into lorn 'Ihurab Shopping Cenler are all without a Surfaces of curb ramps shall comply vdth section 4.5 above. (2) For purposes of warning, the full width and depth of curb ramps shall have a light reflective value and texture that significantly' contrasts with that of adjoining pedestrian routes. Arnclc q102, T.C.S. PAGE: 6 PROJECT: COPPELL SANDY LAKk ROAD PAViNG, DILAINAGE .,MND WATER SYSTEMS IMPROVEMENTS O~ANER: CITY (DF COPPELL ARCHITECT: KIMLEY-ttORN & ASSOCIA2 ES INSPECTOR: Jay }Ieilman IL~Sg48 TDLR PRO,PECT NO: EABPRJA1008798 ACCESSOLOGY, [NC NO: PI2~'S120231 DATE: 3-12-2003 None 4.8 RAIMPS None 4.9 STAIRS None 4.10 ELEVATORS None None None 4.11 d 4.14 ENTRANCES None None 4.15 DRINKING FOUNTAIN~ 4.16 WATER CLOSETS 4.17 TOILET STALLS/ 4.18 URINALS None None 4.19 LAVATORIES AND MIRRORS ~ None ....... ,4.20 BATHTUBS ~ None 4.21 sHoWER sTALLs 4.22 TOILET ROOMS None None None None 4.24 SINKS 4.26 HANDRAILS, GRAB BARS, AND IIJB/SHOWERSEATS 4.27 CONTROLS AND OPERAFING MECHANISMS VIOLATION Moore ,lad S,liId Lake has l'he clear floor space re quitcd fBr the pedestrical crossing button located on Moore and Sandy Lake has a cross slope of 6 8% [he clear floor space re- quired for the pedestrian Moore and Sa dy Lake has a cross slope ot 8.1%. I'he tile E W button is only 15" x 40" and there Is none pro,,idcd tk,r tile N,S but 4.27.2 CLEAR FLOOR SPACE Clear floor space complying ,~ith 4.2.4 that allows a fona'ard or parallel ap- proach b~x a person using a wheelchair shall be provided at controls, dis- pensers, receptacles, and other operable equipmenl Controls and operating mecnamsms located in alcoves that are deeper than 24" require additional mancuvmmg area clear floor space re- Inspection Worksheet Article 9102. T.C.S. PAGE: 7 PROJECT: COPPELL SANDY LAKE ROAD PAVING. DRAINAGE AND WATER SYSTEMS IMPROVEMI~N'IS O~,VNER: CITY OF COPPEI L ARCHIIECT: KIMLEY HOiLN & ASSOCL\ FES INSPECTOR: Jay iIeilman RAS/i48 TDLR PROJECF NO: E.~BPRJA1008798 ACCESSOLOGY, LNC NO: PLNSI20231 DATE: 3-12-2003 quircd for the pedestrian ~ crossing button located on Moore and Sandy Iake has a cross slope of 5 1%. quired fi)r the pedestrian Samuel and Sandy Lake has a cross slope of 13.1% t~)r the NS button Thc clear floor space re- quired for the pedesman crossing button located on Samuel and Sm~.dy Lake ha,; a cross slope of I1% and fl~e concrete surktce ends 15" from the control and has a 2" drop off quired fbr thc pcdcsman Samuel and Sandy Lake his a cross slope of 100% stops 3 feet from the con- 'ibc clear floor space re- quired for the pedestrian crossing button located on Samuel and Sandy Lake has a cross ~lope of x 5% The clear floor space re- quired Gr thc pedestrian clossing button located on thc noNheast comer of Heinz and S~dy Lake has a cross slope of 4 4% f~r the EW buuon and 8.3% for the N S button quircd for the pedesnYan Inspection Worksheet Article 91(12. I'C.S PAGE: 8 PROJECT: COPPELL SANDY LAKE ROAD PAVING, D[L,\INAGE AND WAFER SYSTEMS IMPROVEMENTS OWNER: CITY OF COPPELL ARCHITECT: KIMLEY-HOiLN & ASSOCIA I'ES INSPECTOR: Jay [teilman RAS#4~ TDLR PROJECT NO: EABPRJAI008798 ACCESSOLOGY, INC NO: PINSI20231 DATE: 3- 12-2003 Hcartz and Sandy Lake has the EW button and 9 tbr the NS button. quircd fi)r the pedcstriam cro<sing button located on tleartz and Sandy Lake has tt~n ot 81% hut Ilo 30x48 space due to grass area, twith 16% slope) within quncd tk)r the pcdestr/an the northwest comer o£ Heanz and Sandy Iake has Thc dear floor space re- quired for thc pedesman crossing button located on the northeast corller ot MacAnhur and Sandy Lake has a slope of 76% for thc NS button and a slope of 8.4°0 tot thc E W button Thc clear floor space re- quired ft)r thc pcdestr/an MacArthur and Sandy Iakc is set back f¥om thc pavers with appn)ximately 4' of I'he clear floor space re quired h)r the pedesman t'F(IS.MII~ button h>cated on the southwest corner of MacA~thur md Sandy Lake is on un-level dirt, gn~ss and !oosc rock surface with Inspection Worksheet ..\rlici¢ 9102. F C.S. PAGE: 9 PROJECT: COPPELL SANDY LAKE ROAD PAVING. DI~klNAGE AND WATER SYSTEMS IMPROVEMENTS O"3, NER: CIWY OF COPPELL ARCHITECT: KIMLEY-HORN & ASSOCIATES INSPECTOR: Jay Heilman ILKS#48 TDER PRO,IECT NO: EABPRJAI008798 ACCESSOI,OGY, INC NO: PLNSI20231 DATE: 3-12-2003 lhe clear floor space re quired for thc pedcsman crossing button located on the southeast con~er of Old Denton Tap and Sandy I.lke is a grass,', area ap- proximatcl5 12 tcct back from the paved surface and has a slope of I4.0%. ' None ' None None None None None 4.30 SIGNAGE 4.31 TELEPHONES. 4.32 FIX]ED OR BUILT 12'4 SEATING, TABLES & COUNTERS 4.33 ASSEM~BL¥ AREAS .. ? 4.34 AUTOMATED TELLERMACHENES :~ - ° 4.35 DRESSING AND FITTING ROOMS · ~,' ' ~, ~ None 5.0 AREAS None ~Nont~ None None 6.0 MEDICAL CARE FACII,ITIES 7.0 BUSINESS' AND MERCANTILE 8.0 LIBRARIES 9.0 ACCESSIBLETRAaNSI~NT LODGING None 10. TRANSPORTATION FAC/LITIES