ST8402-AG 890411REF/FILE NUMBER
S~IBkiiSSION DEADLINE: 5:00 p.m. Monday - 8 Days Preceding City Council Meeting
~C~e_y,: Effective 1/20/88 ~' ~'~
AGENDA REQUEST FORM
FOR CITY COUNCIL MEETING: __April 11~ 1989
I. : 379
II. ITEM CAPTION : Discussion and consideration of approval of a Cbmn~e f}rdmr
(Change Order No. 2) for adding three additional median openip~s and five additional ]mFt
turn lanes; and the west turnout of Parkway Boulevard at Denton T~p: to Denton Tao Road
Improvements from S,andy Lake Road to Denton Creek as requested bv ABO Deve]ooment Corn.
and Univest Development Corp. (See attached reduced xerographi~ r~porductions of navin~
plans marked with median and left turn lanes). ~Y 'F~ A~T~
III. ACTION RECOMMENDED : Staff recommends a~roval contingent on
receipt of financial con~nittments from the adjacent property owners within 5 workino days
after City Council approval. ~ ~ ~ ~~ ~~ ~-~ ~~
IV. REP. IN ATTENDANCE A: STAFF - Russell R. Doylez~~er
V. NOTIFICATION TO
METHOD OF CONTACT :
DATE :
B: OTHER - / Gilm, InC.
VI. FINANCIAL REVIEW : 1. BUDGETED ITEM
See attached memo 2..BUDGET AMOUNT
3. ESTIMATED AMOUNT FOR THIS ITEM
4. AMOUNT OVER ~"
5. LOW BIDDER RECOMMENDED
YES X NO
: $16,806.90
: $16,806.90
: N/A YES NO
SOURCE OF FUNDING
CO'S OR BONDS FUNDS'
(Series or year authorized)
OPERATING BUDGET (Account Number)
OTHER
City of Coppell CO's
. Dallas Cmmty Bond Funds
:1987 (Copp~l]); IQR~ (nnlln~ CO.)
APPROVED BY CITY MANAGER :
ITEM NUMBER _~
AGENDA REQUEST FORM
/3~FbIf~ 1' ..............................
April 3, 1989
Memorandum
To:
From:
Subject:
Alan D. Ratliff, City Manager
Frank Trando, Deputy City Manager/Finance Director~
Change Order #2 to the Denton Tap CI?
Change order #2 is in the amount of $52,081.27. The bulk of the change
order will be absorbed by ABQ Development in the amount of approximately
$26,594.74 and Univest will contribute $8,679.63. The City's portion of
this change order will be $16,806.90.
This item was not a budgeted item for the West side turn out at the
intersection of Denton Tap and Parkway Boulevard. The
$16,806.90 will have to come out of the contingency funds that were
originally budgeted. It would therefore be incorrect to say that this
item was budgeted, but, there are sufficient funds for this project
included in the total amount budgeted.
I believe that Russell Doyle is in the process of obtaining letters, of
intent from both ABQ and Univest stating that they will pay their
pro-rata share of the change order.
FT/lr
DENTNTAP~003
April 3, 1989
MEMORANDUM
TO:
FROM:
RE:
Alan D. Ratliff, Ci%y Manager
R. Doy/~~., City Engineer
Russell
REQUESTS FOR MEDIAN CUTS AND LEFT TURN LANES ON DENTON TAP ROAD
- CIP - SANDY LAKE ROAD TO DENTON CREEK (Memos of 2-6 & 2-21-89)
In response to requests from property owners along Denton Tap Road, we
have prepared a change order for installing both median openings and left
turn lanes at the total expense of those requesting the work, including
the construction costs, engineering, testing and inspection. Also
included in this change order is the work needed to connect Parkway
Boulevard West with Denton Tap Road ($16,806.90).
The summary of costs and how they will be shared between ABQ Development
Company ($29,254.21), and Univest Development Company ($9,547.60), the
property owners, is attached. We have requested commitment letters from
these two property owners who have committed to submit their funds within
five (5) working days of the approval of this change order by the City
Council.
This action will accomodate the requests of these two property owners, and
in no way obligates the City of Coppell to limit land use or traffic
planning around these requested median openings. Having the City's
Contractor do this work now, provides a most efficient and cost effective
way of getting this work done with the C.I.P. Project, and not have to
interrupt and detour traffic at a later date, when this six (6) lane
thoroughfare is open to traffic.
The location of the median openings and left turn lanes are depicted in
the attached drawings, and are located as follows:
Station 178 + 17.77
(Median Opening Part
of Project Design)
Location of the High School construction
Site Haul Road, identified as Lot 2 of the
Coppell High School Addition Plat, and the
location of Coppell Plaza Drive, the main
access for the Coppell Health Care Canter.
Station 182 + 44
(New Opening)
Unidentified location just north of an
existing drive on the west side of Denton
Tap Road.
Station 186 + 98
(New Opening)
Location of existing drive just across from
Town Center on the west side of Denton Tap
Road.
Station 19§ + 28 - A desired opti2u~ location, selected Dy AB0
(New Opening) Develop~nt for their properties on both
sides of Denton Tap Road, north of Parkway
Boulevard.
Please note that the total amount f6r this item, $52,081.27, on the agenda
request sheet, is a construction figure only and is arrived at by adding
$35,274.37 (total construction costs to be r~ceived from ABQ and Univest),
and $16,806.90 (the construction costs for connecting Parkway Boulevard
West Extension), for a total construction cost of $47,773.30.
Also, please note that the figure "Amount Over Budget", or $40,207.73 on
the a§mnda request sheet is not solely relat ~d to this change order, but
is related to the project being previously u
Attached is Ginn, Inc.'s recommendation memo.
RRD/lsg
MEDOPEN
xc:
John Karlsruher, P.E., Ginn, Inc.
Steve Goraml Director of Public Works
Troy Glidewell, Fire Marshal
Tom Griffin, Police Chief
.der budget, $11,873.97.
GINN, INC.
March 29, 1989
Mr. Russell R. Doyle, P.E.
City Engineer
city of Coppell
P.O. Box 478
Coppell, Texas 75019
Re:
CONSULTING ENGINEERS
Denton Tap Road Improvements from Sandy Lake Road To Denton
Creek, Change Order No. 2 - Revised.
Dear Mr. Doyle:
We are transmitting herewith six (6) copies of Change Order No. 2
(Revised) which has been recommended by the Engineer and approved
by the Contractor. We recommend that you place this Change Order
No. 2 on the agenda of the April 11, 1989 city Council meeting
for their approval. We are also enclosing 10 exhibits for the
City Council packets, as requested, showing the location of the
median openings and left turn lanes covered by Change Order No.
2.
As you recall, we had previously prepared Change Order No. 2 for
the same items as those included herein, but the Contractor,
after having the proposed Change Order in his possession for a
period ~of about one month, elected not to approve the Change
Order for the reasons stated in his February 27, 1989 letter,
copy attached. We subsequently requested that the item be
removed from the February 28, 1989 city Council meeting agenda.
After reviewing both the Contractor's request for revision of the
Change Order, and his Contract with the City of Coppell, we have
determined that he is within his rights under the Contract to
request pricing other than the Contract Unit Prices for work
added to the Contract. The basis of his claim is that this is
new work being added to the scope of work of the Contract, as
opposed to an error in estimated quantities, which would have
been covered by the existing Contract Unit Prices provided the
error did not constitute more than a 20% deviance in the bid
quantities for a major item. We have also determined that his
proposed price for the "hand work" is reasonable for this type of
work.
In fairness to all parties concerned, we have revised Change
Order No. 2 to allow the Contractor to perform the required "hand
work" placements of 8"-3000 psi reinforced concrete for the
subject median openings and left turn lanes at the new unit price
of $ 16.68 per Square Yard, as measured in place. Any of the
concrete placements for the subject median openings and left turn
lanes which are done by slip-form methods will be paid for at the
existing Contract Unit Price of $ 13.68 per Square Yard.
17103 Preston Road · Suite 100 · LB 118 · Dallas, Texas 75248 · Phone 214/248-4900
The total costs shown in the attached Cost Estimates and Summary
and Distribution of Construction Costs are based on the $ 16.68
per S.Y. unit price. The new costs reflect an increase of
$4,307.97, or 14%, over the initial estimated construction cost
for the subject median openings and left turn lanes. ABQ
Development's and Univest Development's construction costs
increased by the same 14% resulting in increases in construction
costs of $3,226.14 add $1,081.83 respectively. The costs for
Engineering, Testing and Inspection associated with the subject
median openings and left turn lanes increased by 14% also.
As you had requested, we have informed both ABQ Development and
Univest Development of the situation. We recommend that approval
of this Change order No. 2 by the city Council be contingent upon
the upon receipt of the financial commitments of ABQ and Univest
as originally agreed upon.
Please call me if you have any questions.
Sincerely,
/
JOhn C. Ka~lsruher, P.E.
Project Engineer
attachments
cc:
H. Wayne Ginn, P.E.
ABQ Development
Univest Development
J-379/280 (a:rd379co2)
J379C02
DENTON TAP ROAD IMPROVEMENTS
from SANDY LAKE RD. to DENTON CREEK
ESTIMATED COST OF ABQ DEV. AND UNIVEST DEV. REQUESTED MEDIAN OPENING AND LEFT TURN LANES
3 - 17 - 1989 CHANGE ORDER NO. 2
STATION 178+17.77 - SOUTHBOUND LEFT TURN LANE FOR UNIVEST DEV. (100' STORAGE)
ITEM I DESCRIPTION I UTS I GUANTITY I UNIT PRICE I AMOUNT I
BASE BID 6 LANE PAVEMENT I
110
160
164
260
264
264.1
360.1
360.2
360.6
530.1
672
676.1
676.2
618.1
618.2
618.3
62~
Roaduay Excavation
PLace Topsoil - Median (6" thick)
;Broadcast Seeding (Common Berm)
;Lime treatment, mat. in place
ILime slurry, Ty A., 5~ 22.5 #/sy
ILime slurry, Ty A., 5X 3~ #/sy (9" Thick)
8" conc. pavement 3000 psi
6" MonoLithic Curb (3000 psi)
8" conc. pavement 3000 pst (non-stfpform)
6" conc. (Driveways & Median Noses)
6"x6" Jiggle Bar (reft.)(Type 1-C)
~, Traffic Button, Uhtte(Non-Reft.)(P-7-M)
4" Traffic Button, ~hite(sing.*RefL.)(P-15-~)
2" PVC conduit (Sch. 40)
3" PVC conduit (Sch. ~0)
~' PVC conduit (Sch. ~0)
Puttboxes
CY
SY
SY
SY
TON
TON
SY
LF
ISY
29.9
-147.09
-147.09
179.48
0
3.05
0
15.1&
179.~1
-32.31
10
0
0
-1~.~8
-7.2~
-7.24
0
$6.60
S0.50
S1.05
S67.00
$63.00
$13.68
S1.00
S16.68
$24.00
$5.00
S2.00
$6.00
$2.40
S3.00
$3.73
$127.00
S197.34
($73.55)
(S61.78)
S188.45
$0.00
$192.15
S0.00
S15.1~
S2,992.56
($775.44)
$50.00
$0.00
$0.00
(S34.75)
(S21.72)
($27.01)
$0.00
SUBTOTAL $2,641.40
STATION 182+44 ' MEDIAN OPENING FOR UNIVEST DEV. AND ABQ DEV.
ITEM I DESCRIPTION
IBASE BID 6 LANE PAVEMENT
110
160
164
260
264
264.1
360.1
360.2
360.6
530.1
672
676.1
676.2
618.1
618.2
618.3
62&
JRoaduay Excavation IcY
{PLace Topsoil - Median (6" thick)
IBroadcast Seeding (Common Berm) IsY
ILime treatment, mst. in pLoce IsY
ILime slurry, Ty A., 5X 22.5 #/sy ITOH
Lime slurry, Ty A., 5X 34 #/sy (9" Thick) ITOH
8" conc. pavement 3000 psi ISY
6" MonoLithic Curb (3000 psi) ILF
8" conc. pavement 3000 psi (non-stipform) IsY
6" conc. (Driveways & Median Noses) IsY
6"x6'* Jiggle Bar (reft.)(Type 1-C) lEA
4" Traffic Button, UhJte(Non-RefL.)(P-7-U) lEA
4# Traffic Button, Uhlte(sing.-Refl.)(P-15-U) lEA
2" PVC conduit (Sch. 40) ILF
3" PVC conduit (Sch. 40) ~LF
~' PVC conduit (Sch. 40) ]LF
PuiLboxes lEA
28.53
-239.79
-239.79
167.87
0
2.85
0
-179.8~
181.2
58.57
0
.16
-16
119
119
119
$6.60
$0.50
$0.42
S1.05
$67.00
$63.00
$13.68
$1.00
$16.68
$24.00
S5.00
S2.00
$6.00
S2.&0
$3.00
$3.73
$127.00
$188.30
($119.90)
($100.71)
$176.26
$0.00
$179.55
$0.00
($179.8~)
$3,022.~2
$1,405.68
S0.00
(S32.00)
(S96.00)
S285.60
$357.00
S443.87
$508.00
SUBTOTAL $6,038.23
J379C02
STATION 182+44 ' NORTHBOUND LEFT TURN LANE FOR ABQ DEV. (100' STORAGE)
ITEM I DESCRIPTION I UTS I QUANTITY I UNIT PRICE I AMOUNT
110
160
164
260
264
264.1
360.1
360.2
360.6
530.1
672
676.1
676.2
618.1
618.2
618.3
624
IBASE BID 6 LANE PAVEMENT
IRoadway Excavation IcY
IPlace Topsoil - Median (6" thick) ISY
IBroadcast Seeding (Common Berm) ISY
ILime treatment, mat. in piece ISY
ILime slurry, Ty A., 52 22.5 #/ay ITON
ILime slurry, Ty A., 5~ 34 #/sy (9" Thick) ITON
8" conc. pavement 3000 psi IsY
6" MonoLithic Curb (3000 psi) ILF
8" conc. pavement 3000 psi (non-sttpform) ISY
6" conc. (&riveuays & Median Noses) ISY
6"x6' dtggte Bar (refi.)¢Type 1-C) lEA
4" Traffic Button, ~hite(Non-Reft.)(P-7-U) lEA
4" Traffic Button, UhiteCsing.-Reft.)CP-15-U) lEA
2" PVC conduit (ach. 40) ILF
3" Pr( conduit (Sch. 40) ILF
4" PVC conduit (ach. 40) ILF
PuLlboxes lEA
33.44
-226.87
-226.87
200.68
0
3.41
0
-44.7
200.61
26.26
10
0
0
0
0
0
0
$6.60
$0.50
S0.42
$1.05
$67.00
$63.00
S13.68
S1.00
S16.68
$24.00
S5.00
S2.00
$6.00
S2.40
S3.00
s3.73
$127.00
$220.70
(S113.44)
(S95.29)
S210.71
$0.00
S214.83
$0.00
(S44.70)
S3,346.17
S630.24
S50.00
S0.00
$0.00
S0.00
$0.00
$0.00
S0.00
SUBTOTAL S4,419.24
STATION 186+98 - MEDIAN OPENING FOR UN1VEST DEV. AND ABG DEV.
ITEM I DESCRIPTION I UTS I QUANTITY I UNIT PRICE I AMOUNT I
110
160
164
260
264
264.1
360.1
360.2
360.6
530.1
672
676.1
676.2
618.1
618.2
618.3
624
BASE BID 6 LANE PAVEMENT
Roaduay Excavation
PLace Topsoil - NedJan (6" thick)
Broadcast Seeding (Common Berm)
Lime treatment, mat. in place
Lime slurry, Ty A., 5~ 22.5 #/ay
Lime slurrYo Ty A., 52 34 J/ay (9" Thick)
8" conc. pavement 3000 psi
]6,' Monolithic Curb (3000 psi)
8" conc. pavement 3000 psi (non-stipform)
6" conc. (Ortve~ays & Median Noses)
6"x6" JiggLe Bar (refi.)(Type 1-C)
4" Traffic Button, ~hite(Non-Refi.)(P-7-~)
4" Traffic Button, Uhite(stng.-Refi.)(P-15-U)
2" PVC conduit (Sch. 40)
3" PVC conduit (Sch. 40)
4" PVC conduit (ach. 40)
PuLLboxes
I
IcY
IsY
IsY
IsY
ITON
ITOH
IsY
ILF
laY
IsY
lEA
lEA
lEA
ILF
ILF
ILF
lEA
28.53
-239.79
-239.79
167.87
0
2.85
0
-179.84
181.2
58.57
0
-16
-16
119
119
119
4
$6.60
$0.50
$0.42
S1.05
$67.00
$63.00
$13.68
Sl.00
$16.68
S24.00
$5.00
$2.00
$6.00
S2.40
$3.00
s3.73
$127.00
$188.30
(S119.90)
(S100.71)
S176.26
$0.00
$179.55
S0.00
(S179.84)
S3,022.42
Sl,405.68
S0.00
($32.00)
(S96.00)
S285.60
S357.00
S443.87
S508.00
SUBTOTAL S6,038.23
J379C02
STATION 186+98 - NORTHBOUND LEFT TURN LANE FOR ABQ DEV. (100' STORAGE)
ITEM I DESCRIPTION I UTS I QUA#TITY J UNIT PRICE I AMOUNT I
BASE BID 6 LANE PAVEMENT
110
160
164
26O
264
264.1
360.1
360.2
360.6
530.1
672
676.1
676.2
618.1
618.2
610.3
Roadway Excavation
PLace Topsoil - Median (6" thick)
Broadcast Seeding (Common Berm)
Lime treatment, mat. in place
Lime slurry, Ty A., 5X 22,5 #/sy
Lime slurry, Ty A., 5X 34 #/sy (9" Thick)
8" conc. pavement 3000 psi
6" MonoLithic Curb (3000 psi)
8" conc. pavement 3000 psi (non-sLipform)
6" conc. (Driveways & Median Noses)
6"x6" JiggLe Bar (refL.)CType 1-C)
4" Traffic Button, Uhtte(Non-Reft.)(P-7-U)
4" Traffic Button, Uhite(stng.-RefL.)(P-15-U)
2" PVC conduit (Sch. 40)
3" PVC conduit (Sch. 40)
4" PVC conduit (Sch. 40)
PuLLboxes
IcY
sY
sY
sY
TON
TON
SY
LF
sY
SY
EA
EA
EA
ILF
~L.F
ILF
33.44
-226.87
-226.87
200.68
0
3.41
0
-44.7
200.61
26.26
10
0
0
0
0
0
0
S6.60
S0.50
$0.42
S1.05
$67.00
S63.00
S16.68
S1.00
S16.68
S24.00
$5.00
S2.00
S6.00
S2.40
$3.00
S3.73
S127.00
S220.70
(S113.44)
(S95.29)
$210.71
S0.00
S214.83
S0.00
$3,346.17
$630.24
S50.00
$0.00
$0.00
$0.00
$0.00
$0.00
S0.00
SUBTOTAL $4,419.24
STATION 195+28 - MEDIAN OPENING AND LEFT TURN LANES FOR ABQ DEV.
ITEM I DESCRIPTION I UTS I QUANTITY I UNIT PRICE I AMOUNT I
BASE BID 6 LANE PAVEMENT I
110
160
164
260
264
264.1
360.1
360.2
360.6
530.1
672
676.1
676.2
618.1
618.2
618.3
624
Roadway Excavation IcY
PLace Topsoil - Median (6" thick) IsY
Broadcast Seeding (Coreon Berm) IsY
Lime treatment, mat. in place
Lime slurry, Ty A., 5~ 22.5 #/sy ITON
ILtme slurry, Ty A., 5X 34 #/sy (9" Thick) ITOH
8" conc. pavement 3000 psi IsY
6" MonoLithic Curb (3000 psi) ILF
8" conc. pavement 3000 psi (non-sLipform) IsY
6" conc. (Driveways & Median Noses)
6#x6'' JiggLe Bar (reft.)CType 1-C) lEA
4" Traffic Button, ~hite(Non-Reft.)(P-7-U) lEA
4" Traffic Button, Uhtte(sing.-Reft.)(P-15-U) lEA
2" PVC conduit (Sch. 40) ILF
3" PVC conduit (Sch. 40) ILF
4" PVC conduit (Sch. 40) ILF
Puttboxes lEA
82.17
-545.49
-545.49
479.78
3.39
3.03
0
-210.72
492.96
52.52
18
-16
-16
111
111
111
4
S6.60
$0.50
S0.42
$1.05
S67.00
S63.00
$13.68
S1.00
$16.68
S24.00
$5.00
$2.00
$6.00
$2.40
$3.00
$3.73
$127.00
S542.32
(S272.75)
(S229.11)
S503.77
S227.13
$190.89
$0.00
($210.72)
S8,222.57
Sl,260.48
$90.00
(S32.00)
(S96.00)
S266.40
S333.00
$414.03
S508.00
SUBTOTAL S11,710.02
J379C02
SUMMARY AND DISTRIBUTION OF CONSTRUCTION COSTS:
MEDIAN OPENINGS:
STATION 182+44
STATION 186+98
ABQ DEV. UNIVEST DEV. TOTAL
$3,019.12 $3,019.12 S6,038.23
$3,019.12 $3,019.12 $6,038.23
STATION 195+28
SUBTOTAL MEDIAN OPENINGS
$4,235.61 $0.00 $4,235.61
$10,273.84 $6,038.23 $16,312.07
LEFT TURN LANES:
STATION 178+17.77
S0.00 S2,641.&0 S2,6~1.~0
STATION 182+~& $4,&19.2~ $0.00 $4,419.24
STATION 186+98 $4,419.24 $0.00 $4,419.2~
STATION 195+28 NORTH BOUND $3,986.54 $0.00 $3,986.54
STATION 195+28 SOUTH BOUND s3,495.88 s0.00 s3,495.88
SUBTOTAL LEFT TURN LANES $16,320.90 $2,6~1.40 $18,962.31
TOTAL ESTIMATED CONSTRUCTION COST
$26,594.74 $8,679.63 $35,274.37
ENGINEERING, TESTING AND INSPECTION g lOX $2.659.47 $867.96 S3,527.44
GRAND TOTAL S29,254.21 S9,547.60 S38,801.81
1. ~ l o5 PF~ESTON F(OAD
(JiLIITE 100~ [ %')-"11~
~ ~::L'.t. Jl;:~:'t' ~. ~T.'Y"~:'
L.. il. I. ACY tdiL..L AI{JF([~[~ 'l"13 I:IiANGE' gl{DER ~'~, PROVJDED (~ZNN,
ANT) THE (.:]:'I'Y OF C;KJF'PEL. I.. N[I...L AGR~:E TO THE
1) ~::~ Y~)L~ ?i, FAI'E'D ZN YOUR L.,,E'I"rE~.R, T}..IZS CHANGE ORDER
'I"HE S~'2CIPE /iF: WORt<. TI-tAT INCREASED SCOPE CJF WORK 1~3 AN
L.'[STED fin TI'IE F'~(2[F. ('IF 'T"H~ [3HfiNGE ORDERS. FOR THlt3
Si(m];i])f~E OF iU(]RK L., ti, L.AE:Y NEEIm)S lO CALENDAR DAYS ADDED TO
THE C(.)HTF~ACT TIME.,
2) TH.(I:-; IN(%I~EAS~I') SCOPE OF bIORK ALSO CHANGES THE S(3OPE OF WOi~K
F:OE'( ]HE L.. I-t. L. ACY ('~t]MPANY. OUR INZTIAL. BID i~RISE
'FJ. IE~ I'TE'b~ .:~.,O, ~ tS" CI]N(J. PAVEML{NT 5000 PSI) IS BASE'D O~4 A
I.~AT].O CIF MACHINE WORK 'T'O HANg WORK. THIS RATIO HAf3
AI':F'E~ I E-'J} AI':'F"F~ECIAI::L.Y, A~iD L.. · H. LAOY I'4EEI)S ~5. OO/SY
ADDZT'TONAI..~ OR A LIN'Il' PF(ICE C)I= 'Jl&.68~SY~ FOI~ THE
~-~):')~"D t'lsV 'r~Is CH~.INI3E tm)t~li)~.R, THIS IS I.~N APP~OX~MATE
· ~.'~0~,o0' INCF{EASE [IVEI.< WHA'I' IS NON SHOWN ON THE CHANGE
L.. H. t.~CY CDMPANY F.'EEEt. S THIS A FAIR, AND EQUITABLE
AF-<F~AIIGiLIIENT F'<)}:~ AL.t. F-'A[2'F 'I ES INVOLVED, IF HE CAN A~REE ON
l'+.)E ~t,)l') L;[')N{;)]')'[L')r4S STA'fLiP ~.~}30VE, WE tU1LI.. E{:E t~L. AD 30 SION ]'FIE
· RESPEC]'FIJLLY SUBMI'I"[ED,
DAVID M. S ~.E.
PRO,) ECT MANAF~ER
~%:ill~'-I rl~Z~,','[~',' ~ ',~. }". ~ t... I'~.
L H. Lacy Com~ny 10888 Shady Trail
General Contractors ~,,... . P.O. Box 541297
214/357-0146 "Quality Construction lot ove~ 65 Yea~s" Dallas, Texas 75354-1297