ST9302-CS030416INSPECTION DISAPPROVED
Wednesday, April 16, 2003
Ken Griffin
The City of Coppell
PO Box 478
255 Parkway Blvd
Coppell, TX 75019
Co./Dept Co
Phone # Phone #
Fax # :ax #
RE: RE: Accessology No. PINS120231 TDLR Project No. EABPRJ A1008798
Coppelll Sandy Lake Rd. Paving, Drainage & Water Systems Improvements
N/A
Sandy Lake Rd. between MacArthur & Otd Denton Tap
Coppell, TX 75019
Inspector: Jay Heilman RAS # 048
Report Date: 3/12103
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 A~:ce~sology 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,
]ay Heilman
Jay Heilman RAS # 048
Registered Accessibility Specialist
Enclosure: Copy of Inspection Report
TEXAS DEPARTMENT OF LICENSING AND REGULATION
REGISTERED ACCESSIBILITY SPECIALIST FINAL INSPECTION REPORT
Inspection Worksheet TDLR PROJECT NO: EABPRJA1008798
Article 9 t 02, T.C.S. ACCESSOLOGY, INC NO: PINS120231
PAGE: 1
PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS II~PROVE1VIENTS
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
PROJECT NOTES:
ReconstructiOnwalks on both sides°f lO'O00 LF to 4-lane road with 30" water line andside-
VIOLATION
1) The ~ccessible route
(sidewalk) which connects
to the curb ramp on the east
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 6.1%.
2) The accessible route
(pavestonc 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 the curb ramp 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)
tween the two curb 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%
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.
5) The accessible route
(crosswalk) between the
Inspection Worksheet
Article 91 02, T.C.S.
PAGE: 2
PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS IMPROVEMENTS
OWNER: CITY OF COPPELL
ARCHITECT: KIMLEY-HORN & ASSOCIATES
INSPECTOR: Jay Heilman RASg48
TDLR PROJECT NO: EABPRJA1008798
ACCESSOLOGY, INC NO: PINS120231
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 varies 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
approxiroately 5 ft. in
length with a slope that var-
ies between 9.6% and
] 1.0%.
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% 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%.
1) The accessible route
Inspection Worksheet
Article 9102, T.C.S.
PAGE: 3
PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS IMPROVEMENTS
OV~NER: CITY OF COPPELL
ARCHITECT: KIMLEY-HORN & ASSOCIATES
INSPECTOR: Jay Heilman RASg48
TDLR PROJECT NO: EABPRJAI008798
ACCESSOLOGY, INC NO: PINS120231
DATE: 3-12-2003
located on either side of
Maple Leaf has a cross
4.8% and 6.2%.
12) The accessible route
between the curb ramps
located on either side of
Raven has a cross slope
that varies fi.om 4.9% to
6.7%.
13) The accessible route
between the curb ramps
located on either side of the
3r~ drive entrance (going
west) into the strip shop-
ping center Iocated on the
south side of Sandy Lake
and east of Moore has a
cross slope that varies be-
tween 5.8% and 6.1%.
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%.
I5) The acccssible route
between the curb ramps
located on either side of
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
I" drive entrance (going
west) into Town Oaks Cen-
ter located on the south side
of Sandy Lake has a cross
slope of 6.3%.
ACCEPTABLE
ACCEPTABLE
None
4.6 P~G AND
Inspection Worksheet
Article 91 02, T.C.S.
PAGE: 4
PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS IMPROVEMENTS
OWNER: CITY OF COPPELL
ARCHITECT: KIMLEY-HORN & ASSOCIATES
INSPECTOR: Jay Heilman RAStt4.8
TDLR PROJECT NO: EABPRJA1008798
ACCESSOLOGY, INC NO: PINSI20231
DATE: 3-12-2003
~OI~TION i 4.7.2 SLOPE
1) The slope of the 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
entrance to IQ'oger located ters, or streets shall be flush and free of abrupt changes. Maximum slopes of
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) dr/ye entrances for
Georgetown Plaza located
in the 700 block of Sandy
Lake on the north side var-
ies between 10% and 15%.
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
ramp located on the south-
west comer o£ Sandy Lake
at Samuel is 12.1%
5) The slope of the curb
ramp located on the south-
east comer of Mockingbird
and Sandy Lake is e3%.
6) The slope of the curb
ramp located on the 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 12.8%.
7) The slope of the curb
ramp located on the east
side of Nash at Sandy lake
8) The slopes of the 4 curb
ramps located on Lodge at
Sandy Lake vary between
Inspection Worksheet
Article 9 1 02, T.C.S.
PAGE: 5
PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS IMPROVEMENTS
OWNER: CITY OF COPPELL
ARCHITECT: KIMLEY-HORN & ASSOCIATES
INSPECTOR: Jay Heilman RASg48
TDLR PROJECT NO: EABPRJA1008798
ACCESSOLOGY, INC NO: PINS120231
DATE: 3-12-2003
9.1% and 14.5%.
9) The slope of the curb
ramp on the southwest cor-
net' of Castlebury and
Sandy Lake is 9.80/o and the
southeast comer is 11.3%.
4.7.4 SURFACE
The curb ramps i~catedb~l) Surfaces of curb ramps shall comply with section 4.5 above.
MacArthur;°n the Northeast~ bothC°mersides°f (2) For purposes of warning, the full width and depth of curb ramps shall
of both drive entrances to have a light reflective value and texture that significantly contrasts with that
Ka'oger, "~) both,,~des of of adjoining pedestrian routes.
Fountain View, '~4) both
sides Sugarberry,~ both
sides of Meadow Glen,
both sides of MapleLeaf,
~{'~') both sides of Meadow ~t3o.--,-*......~ ~ ~x.~ (}A_.~,."~,qt- ,
Run, V('~) both side of all 3
drive entrance~to George-
town Plaza, ¥9) both sides
of Mockingbird,~("[0) both
sides of Samuel, '~)
northeast side of second
drive (go.m~g west) to Build-
ing 636,-f2) both sides of
Raven, ~(1'~,3) both sides of
the first 2 drive entrances
(going west) for the strip
shopping center on the
south side of the road and
east of Moore,~4.)/all curb
ramps at Moore, ~15) west
side of drive to536 (Bar~tist
Church),'~) both sides of
Nash, '~7) both sides of
HolIy, X-~8) all 4 at Lodge,
(4~'9) all,.fi~ at Highland
Meadow,'(2?).,,both sides of
Casfiebury, [~I) both sides
of the street into Pecan
Ridge Estates, '~2) both
sides of Dobeha St. ,~I~3)
both sides of Simmons E.,
v~) both sides of Allen-
crest, '~5) both sides of
Simmons W., ("~) both
sides of Woodcrest, '~27)
both sides of London,
)4 corners of Heartz and
both entrances into
Tom Thumb Shopping
Center are all without a
Inspection Worksheet
Article 9102, T.C.S.
PAGE: 6
PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS IMPROVEMENTS
OWNER: CITY OF COPPELL
ARCHITECT: KIMLEY-HORN & ASSOCIATES
INSPECTOR: Jay Heilman RAStI48
TDLR PROJECT NO: EABPRJAI008798
ACCESSOLOGY, INC NO: PINSI20231
DATE: 3-12-2003
contraztlng light reflective
value.
None
None
None :4,!0 ELEVATORS
None 4,11 pLATfORM L~S
None
None 4~11: E~CES
None
None
q.t~ WAI~
None
None
None
~one
~one
None
None : 4;25 STOOGE
None 4;26
4;27 CONmOLS: ~
~OL~TION 4.27.2 CLE~ FLOOR SPACE
~e clear floor space re- Clear floor space complying with 4.2.4 that allows a fo~ard or parallel ap-
l quired for thc pedesthan proach by a person using a wheelchair shall be provided at controls, dis-
crossing button located on
the southwest comer of pensers, receptacles, and other operable equipment. Controls and operating
Moore and Sandy Lake has mechanisms located in alcoves that are deeper th~ 24" require additional
a cross slope of 6 8% . maneuvehng area.
~e clear floor sp~ce re-
quired for the pedes~an
[crossing button located on
the s°utheast c°m~ of
Moore and SandYof 6.8%Lake has
a ~oss slope
~e clear floor space
quired for the pedesman
crossing button located on
~the no~he~t comer of
~Moore ~d Sandy L~e has
across slope of8.1%. ~c
huron concrete surface for
thc E~ button is only 15"
x 40" ~d thee is none
~rovided for the N/S but-
~e cI~ floor space r~
~0
Inspection Worksheet
Article 9 102, T.C.S.
PAGE: 7
PROJECT: COPPELL SANDY LAICE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS IMPROVEMENTS
OWNER: CITY OF COPPELL
ARCHITECT: KIMLEY-HORN & ASSOCIATES
INSPECTOR: Jay Heilman RAStg48
TDLR PROJECT NO: EABPRJA1008798
ACCESSOLOGY, iNC NO: PINS120231
DATE: 3-12-2003
quired for the pedestrian
crossing button located on
the northwest comer of
Moore and Sandy Lake has
across slope of 5.1%
The clear floor space re-
quired pedestrian
for
the
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
crossing button located on
~,the southwest comer of
Samuel and Sandy Lake
has a cross slope of 11%
and the concrete surface
ends 15" fi-om the control
and has a 2" drop off.
The clear floor 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 pavestone surface
stops 3 feet from 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 comer of
Heartz and Sandy Lake has
a cross slope of 4.4% tbr
the E/W button and 8.3%
for the N/S button.
The clear floor space
~aquired for the pedestrian
crossing button located on
Inspection Worksheet
Article 9 l 02, T.C.S.
PAGE: 8
PROJECT: COPPELL SANDY LAKE ROAD PAVING, DRAINAGE AND
WATER SYSTEMS IMPROVEMENTS
OWNER: CITY OF COPPELL
ARCHITECT: KiMLEY-HORN & ASSOCIATES
I1NSPECTOR: Jay Heilman RASg48
TDLR PROJECT NO: EABPRJAI008798
ACCESSOLOGY, INC NO: PINSI20231
DATE: 3-12-2003
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 comer of
II Hear~z and Sandy Lake has
a cross slope near the but-
ton of 8.1% but no 30x48
space due to grass area,
water meter and power pole
(with 16% slope) within
that area.
The clear floor space re-
quired for the pedestrian
~rossing button located on
he northwest comer of
Heartz 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 comer 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
[4~he southeast comer of
MacArthur and Sandy Lake
is set back fi.om the pavers
with approximately 4' of
grassy area that has a slope
of 24. [% in front of it.
The clear floor spacc re-
quired for the pedestrian
crossing button located on
lethe 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 TDLR PROJECT NO: EABPRJA1008798
Article 9 102, T.C.S. ACCESSOLOGY, INC NO: PINS120231
PAGE: 9
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 clear floor space re-
quired for the pedestrian
crossing button located on
the southeast comer of Ok
[~enton Tap and Sandy
Lake is a gr~sy area ap-
proximately 12 feet back
~om the paved surface and
h~ a slope of 14.6%.
None
None ~.29 DE~I~CT~LE
None , 4a0 SIGNAGE
None 4~i; TE~EP O S
one
None
None 4J4
None 435 DP~SS~G ~D FIT~G ROOM~
None C~E/Eg~$~ ~NACK g~S; AND
None 6.0 MED!C~ C~
None 7~0 ~US~SS ~ MERC~E'
None S;0 LmP S
None 9.0 ~AC~SS~LE T~S~NT~O~FNG ,
None ~0; ~SPORTATION FACULTIES