ST8201-AG 900227 .... ' ......... "~ ' .... ce'fo 'sim rovin 'a
~.:~ ~,Cons~derat~on of ~ street~, assessment ord~nan r ~:~ p g. p ~
~ from~ Beltline~:Road ~t~fsandy'~ke Road de~e~ining:: and ~fixi~g
: :'~ ' 0j~ ,~ s~s'~ to'be '~as d 'againSt~
: ~ ~ pr ct co sesse 'o~ers
SUBMITTED!
EVALUATION: OF ITEM:
thereon 27.90
,~,~.. . ~. !. . . . , . - ..
.?.. . !, . ~
.BUDGET'} : AMT.
COM~NTS :'; ' ', .' .
LECAL REVIEW BY:
AGENDA REQ FORM. 0~SuD~
ESTIMATED:
'"~ ' ' :"~'AMT. '+/-. BUDGET:
FINANCIAL REVIEW BY::
· REVIEWED BY CM: ~
Alq ORDI~AlqCE OF THE CITY OF COPPELL, TEXA~
AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, SHOWING THE ESTIMATE
OF TOTAL COSTS OF ALL IMPROVEMENTS BASED UPON ACTUAL BIDS RECEIVED
AND ACCEPTED BY THE CITY, THE ESTIMATE OF SUCH!~OSTS TO BE PAID BY
DALLAS COUNTY, THE ESTIMATE OF COSTS TO BE THE RESPONSIBILITY OF THE
CITY OF COPPELL (HEREINAFTER CALLED THE "PROJECT COSTS"), THE ESTIMATE
OF THE PROJECT COSTS PER FRONT FOOT PROPOSED TO BE ASSESSED AGAINST
THE ABUTTING PROPERTY AND AGAINST RAILWAY PROPERTY AND THE REAL AND
TRUE OWNERS THEREOF AND THE ESTIMATE OF VARIOUS OTHER COSTS, FOR
hMPROVING OF A PORTION OF DENTON TAP ROAD FROM BELT L~IE ROAD TO
SANDY LAKE ROAD IN THE CITY OF COPPELL, TEXAS, AND OTHER MATTERS
RELATED THERETO; DETERMINING AND FIXING THE PORTION OF THE PROJECT
COSTS AND THE RATE THEREOF PROPOSED TO BE ASSESSED AGAINST AND PAID
BY THE ABUTTING PROPERTY AND RAILWAY PROPERTY, AND THE REAL AND
TRUE OWNERS THEREOF; DETERMINING THE NECESSITY OF LEVYING AN
ASSESSMENT AGAINST SAID ABUTTING PROPERTY AND RAILROAD PROPERTY, AND
THE REAL AND TRUE OWNERS THEREOF, FOR THE PART OF THE PROJECT COSTS
APPORTIONED TO THEM; ORDERING ~ND SETTING A HEARING AT 7:00 O'CLOCK
, 990, i.
/
OF TtIE CITY COUNCIL IN THE CITY HALL OF COPPELL, TEXAS, AS THE TIME AND
PLACE FOR THE HEARING OF THE REAL AND TRUE OWNERS OF SAID ABUTTING
PROPERTY; DIRECTING THE CITY SECRETARY OF THE CITY OF COPPELL, TEXAS,
TO GIVE NOTICE OF SAID HEARING AS REQUIRED BY THE LAWS OF THE STATE
OF TEXAS; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City Council of the City of Coppell, Texas, heretofore determined
the necessity for and ordered the improvement of Denton Tap Road from Belt Line Road
to Sandy Lake Road; and
WHEREAS, the City Council of the City of Coppell, Texas, heretofore caused to
be prepared an estimate of the cost of such improvements.~.whieh said estimate was
determined and based upon actual bids received and accepted by the City; and
WHEREAS, the City Council of the City of Coppell, Texas, deems it necessary
levy an assessment against the abutting property and railroad property, and the real
true owners thereof for a part of the project costs and set a public hearing thereon;
)W, THEREFORE,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS:
SECTION 1.
The City Council of the City of Coppell, ;l'exas, hereby finds and determines:
A. That in the fall of 1985, the City Council authorized Ginn, Inc., to perform
a study to determine the estimated cost of construction and partial
reimbursement through street assessments for the improvement of Denton
Tap Road from Belt Line Road to Sandy Lake Road. That the planned
improvements to the roadway was to include a six-lane divided concrete
roadway and bridges, with concrete curb and gutter, and storm sewer
improvements. That thereafter the City Council ordered the improvements
bid in accordance with the plans and specifications prepared by Oinn, Inc.,
the Engineer for the City (herein called "Engineer") and approved and
adopted by the City Council. That based upor{~ actual bids received by
the City Council establishing such estimate of costs, the City Council
determined the necessity for the improvements, accepted the bid of the
responsible bidder submitting the lowest and best bid, ordered the
improvements, and contracted for construction of the same in the name
of the City.
B. That attached hereto as Exhibit ~'A~', and made a part of this ordinance,
is the report prepared and filed by the Engineer!for the City which shows
such estimates of costs of such improvements based upon the final contract
for bid for construction of said improvements, and the estimates of the
amount per front foot to be assessed against the property abutting said
street (abutting property and real and true owners thereof shall be construed
to include railway property and railways which are within the proposed
improvement), within the limits herein defined, and against the real and
true owners thereof.
SECTION 2.
The written statement and report of the Engineer showing the estimated total
of all the improvements based on bids received March 3, 1988, on the street
the limits above defined, showing the estimated costs to be paid by Dallas County,
the-estimated costs to be the responsibility of the City (hereinafter called
eet Costal'), showing the amounts per front foot proposed to be assessed against
property and the real and true owners thereof on the said street for the
Costs, showing the total estimated Project Costs of said improvements proposed
iassessed against and paid by the abutting property and the real and true owners
and showing other matters relative thereto, having been reeeived and examined
,City Council, said report and estimates therein shown are hereby in all things
and adopted; and it is hereby found and determined by the City Council that
Iimated amounts of the several respective items of costs of said improvements,
above described, on said street are as is set out in the schedule attaehed hereto
made a part of this ordinance.
SECTION 3.
A portion of the Costs of said improvements shall be paid and defrayed by County
bond funds and the City of Coppell, Texas, and a portion of the Project Costs shall
be assessed against and paid by the property abutting upon sai~ street, within the limits
above defined, and the real and true owners thereof, in accordance with, and in the
manner provided by, Article 1105b of Vernon's Annotated Civil Statutes of Texas, as
amended; The total Project Costs as hereinabove described, shall be and the same are
hereby apportioned between said parties and shall be paid and defrayed as follows:
A. The abutting property within the limits hereinabove defined, and the real
and true owners thereof, shall be assessed for and pay in accordance with
the "front foot plan," that portion of the estimated Project Costs as shown
on the report of the Engineer which is attached hereto as Exhibit "A".
Said amount being calculated to be not more than all the costs of
constructing, reconstructing, repairing and realigning curbs, gutters and
sidewalks and nine-tenths of the remaining costs of such improvements as
shown by such estimate.
B. The City of Coppell shall pay all of the remainder of the Costs of said
improvements after deducting the amounts herein specified to be paid by
bond proceeds and the abutting property and the real and true owners
thereof as set out in subparagraph A above.
C. There is included within the meaning of the terms "cost" or "Project Costs,"
when such terms are used herein, all other costs and expenses incident to
the construction of the improvements, including engineering and inspection
expenses.
De
When the improvements herein ordered have been completed and accepted
by the City of Coppell, the amount of the assessment against eaeh property
abutting thereon and the real and true owners thereof shall be and become
payable in eight (8) successive and equal semi-annual installments together
with interest on each installment from said date of acceptance until paid
at the rate of eight percent (8%) per annum; provided, however, that the
owners of any of said property shall have the privilege of paying all or
any of said installments at any time before maturity thereof, by paying
the total amount of principal of such installment together with the interest
ac.rued thereon to the date of payment. Further, if default be made in
the payment of any of said installments of principal or interest promptly
as the same matures, then at the option of the City or its assigns, the
entire amount of the assessment upon which default is made, together with
reasonable attorneys' fees and all collection costs incurred, shall be and
become immediately due and payable.
Provided, notwithstanding anything contained herein to the contrary, if
any tract or par.el of property abutting such improvements (called "Tract"),
or portion of the Tract, should after the date of acceptance, be sold or
have filed and approved by the City Council a final plat, the entire
assessment together with ac.rued interest thereon, against the Act shall
become immediately due and payable.
No assessment (exeept for assessments railways and t.o (2) feet
on either side thereof) shall be made against any abutting property o,r the
real and true owners thereof of eo~ts in excess of the benefits to such
property or owners thereof in enhanced value thereof by means of sueh
improvements, ns determined by the City Council at the hearing. The
amounts of such assessments shall constitute a first and prior lien upon
./
all such properties and a personal liability of the true and real owners
thereof, whether correctly named or not.
SECTION 4.
A hearing shall' be held and notice given to the owners as shown on the City's
Tax Roll of property abutting upon Denton Tap Road within .t..~_e !imits set out. above as
to the assessment and as to the amount to be assessed against each parcel of abutting
property, and the owners thereof, and as to the special benefits, if any, to said property
to be received from said improvements and concerning any error, invalidity, irregularity
or deficiency in any proceeding or contract with reference thereto or concerning any
matter or thing connected therewith, which hearing shall be held by the City Council
of Coppell, Texas, in the Council Chambers of the City Council in the~C~y~ in
the City of Coppell, Texas, at 7:00 o'clock p.m. on the ~ 7 day of '~//~ ,
- /
1990, at which time and place all persons, firms: corporations, or estates owning or
claiming any such abutting property, or any interest therein, and their agents or
attorneys, and persons interested in said proceedings, shall be given an opportunity to
appear and to be heard in person, or by counsel, and may offer evidence; and said
hearing may in the sole discretion of the City Council be .a. djourned from day to day
and from time to time kept open, until all evidence and protests have been duly offered
and heard, and the City Secretary of the City of Coppell, Texas, is hereby directed to
give notice of said hearing by publication of notice in some newspaper of general
circulation in the City of Coppell, Texas; said notice shah be published at least three
(3) times in said newspaper before the date set for said hearing, the first of which
publications shall be at ]east twenty-one (21) days prior to the date of said hearing,
and such notice by publication shall be valid and sufficient, without any further form
or character of notice, as provided for by and in accordance with the terms and
provisions of Article 1105b of the l~evised Civil Statutes of Texas, as amended. Where
required by said statute, the City Secretary shall give additional written notice. However.,
DULY PA~ED by the City Council of the City of Coppell, Texas, this the
day of ,~.~~, 1990.
APPROVED:
APPROVED AS TO FORM:
- / CITY ATT~Y'
CO90-0203
ATTEST:
ASSESSMENT CALCULATION
Total Estimated Construction Cost (low bid)
Less Non-Assessable items
$3,369,596.00
- 383,955.48
$2,985,640.52
Less Dallas County participation
Net Assessable Construction Cost
Plus 90% of Engineering, Testing,
and Inspection Fees @ $359,123.86
Plus 90% of the cost of the Railroad
crossing @ $206,000
Plus 90% of the Conoco pipeline
lowering cost @ $40,000.00
Total Assessable Costs
-1,676,568.48
$1,309,072.04
$ 382,046.99
$ 185,400-00
$ 36,000-00
$1,912,519-03
Total Assessable Project Front Footage 14,853.93 Ft.
Assessment Per Front Foot $ 128.76
Please refer to the attached Engineer's Estimate for a more
detailed breakdown of the project costs. The Engineer's Estimate
was produced from the original Bid Tabulation Form and includes
the bid prices and quantities for the project.
Respectfully submitted,
GINN,. ~NC. CONSULTING ENGINEERS
}{. Wayne Gin , . ·
President
FXHIRIT "A"
Ti.S1
I020
Cy 1000
CT 1221
ST ~1511
IOIJ 230
SY 51125
ILF 22523
ILF
IS¥ 1~1
ILF 111
)LF 3050
]LF 3050
ISY 2)5
ISY
ILF
1DI.! lSat, ut exist, c~c./asph.
104.2 )Re~e old cc~c./asph.
110 ISenched Excavation
) llQ.I IRoad.iy Excavation
131 IBorroe (Otliv.)(d.c.).lype ~. Cl.2
131.1 ]Select Borr~ (delivertd)(d.c.)
'~ 131 ]Re~vm/Replacm unstmblm &merrill
It0 IPlice lopsotl - Pedlar Ci' ~hi:k)
1~4 ~8romdcmst Ste~ing (C~ ~er~) ·
'~) 2~1 Flexible base (delivered)
2~4 Lime slurry, ly A., S~ 22.5 ;/sy
'.~) 3~0.1 HK~CP ly B, Cl. ~
3~Q.2 ~CP ly O, C1. ~
360.1 1" c~qc. p~veeenc 30DO psi
'~') 360.2 ~6' R~ol~th~c Curb 43000
)&O.l I' C~c. F,veeent Int. Streets
~ 3S0.S R~ilroad ~emder
SO~ Field Office
$12.1 Port. c~qc. trt~c barrier
:~ 512.2 Port. c~:. trfc. bzrr~er-~ve/Reset
512.3 Fort. c~c. trfc. barrier {re,ye)
530.1 l' c~c.' (Ortvew~ I Redian ~osu)
~ · 530.11 ~' C~crete Drives (Bey~d LO.W.)
530.2 )rick ~vtrs (Uni-~:or)
530.3 )rick ~avtrs (Holimn~
'.~ SlO ~etal Beam Guard Fence
5~1.1 ler~inal-~c~r Sect~
" ~llrM~ Cr~sing Pavement ~Jrkings
Stop Bar ILF
S'x$' Jiggle Bar (refl.){lype l-C)
]raffic Button, ~hite(Non-Refl.)(P-l-g)
lr~ffit ~uttun, Hhite(sin~.-~efl.)(P-l$-g)
146D
$2.10
$2.00
$1.60
SI.tO
$1.00
lO.SO
$0.42
$o.91
$61.oo
$($.oo
$1.00
$3.00
$11.60
$5.00
$600.00
S2S.00
$1LOO
s?~.oo
$21.00
111.o0
$3,215.00
$1.00
$10.00
$2.20
$5.30
$631.00
$1,320.00
$14.O62.00
$1,000.00
162,482.i2
$3.00o.00
$1,011.00
$6o,ggi.l{
$42,211.10
S10.360.00
$1~9.3~5.00
622.5~3.oo
S312.00
$24,016.20
$~55.00
1600.00
$4~o~S5.00
$1E.1E5.O0
$61,2~5.00
$(.120.00
$33.215.00
S3.211.00
$10.111.00
· $586.00
$l,$S0.00
{1.OS6.~O
$1.520.00
$3.190.00
$2.510.40
Sl,t61.00
S~1,231.36
S2,10o.o0
S6.3o9.90
$12.150.10
$31,603.12
$116,121.50
$21.Ei1.$8
S~5~.50
I510.00
S43.~15.50
$~.201.00
$56,102.$0
$2.661.30
$5,B95.00
$9B6.~0
S2.B~1.00
$22.523.0D
$2,510.40
1900.00
$41.23~.3E
$2,100.00
$12.15D.~0
$38.051.19
$9.315.00
$21.~ll.S~
S51~.00
$6201.00
S&,2~l.O0
$625.B0
$1,3~.00
$2,~11.00
$6,881.1l
5U8 TOTAL BASE ElD s LAJ4E PAVING
656
616.1
1~2.2
$1,511.625.01 151.t0}.591.1( I S22.523.00 l$1.431,11~-81 .
IO~.INAGE I I I I I I I $0.oo
IConcrete Rip-bp Flu:e 1CY J 12 I S21t.00 I $2.866.00 I I $2.66e.00 I $2,e66.0o
~6' x J' CB: IL~ J 52z I II36.00 J $?I.2U.D0 J I $21.264.00 I
x 10' RCBC JLF J lO J 1242.o0'J $16.~60.00 J j 119.3&0.oo J
I~:, 6' to ~'~ lo' ecsc T,a~s. see. 111,1~ tn.~;cs I r l $3.6o~.ool 63.6o4.ool I ~e.6o~.oo I
464.2' 12t'
· '464.3'
· 464.4
464.5
464.$
464.1
4u.10
46~.12
415.1
.12
,.3.2
4~5
415.23
&75.S
&~s.51
~75.~1
4~9.1
582.1
582.2
582.3
S82.S
582.1
582.1~
RCP. CTass Iii'
RCP. Class Ill
RCP, Class Ill
II!
III .
I!I
I11
111
66' ReP. Class Ill
72' ~, Chss 11I
ReKvil of ~op Inlet/Replacement of 6~'RCP
5' RK'd In'et ·
5' ~rb Inlet
5' ~rb Inlet (~.)
10' Rec'~ Xnlet
10' Curb Inlet
12' Rec'd lnlat
l(' ~ec'd
t' ~op In'et, lype 'x' CS~ll)
~' Orop InleT, Type 'Y' (SD-11.
1y~.'9' Stor~ Sewer ~.H., Sim. I~l*36
ly~ '8' Storm ~r ~.X.. Sra.
J~ct~ 6ox. Sra. 1~2.~5
~t~ ~st. Junct~ 9ox
Type '~' 2('
kd just ~nitmry ~ver ~4n~le
kdJust/)~tf~ ~ist. Sinecures
Rel~mte/Ad~ust Water ~eter
Rel~mte ~ ~Just Fire Hvdrmnt ~ Water Valve
6' ~.~. Stub ~t ~/ ~tm Valve
t~er I' KmtBr Line
L~wer 12' W~ttr Line
Fire Hydrant ~se~bly
Rel~ite l' K~ttr Line
lrrigmtt~ C~nmcti~ (l* Water)
C~c. ~c.ement Class B - 2000
~LF
IfF
Class [LF
Class
KP. Class iLE
RCP, Class 1LF
KP~ Class ILF
~cP. Cl.s ILF
ILF
EL
EA
EA
EA
EX
LF
tS
L$
tF
tF
ICh~nflel Excavation CY
[$° 3000 PSI Reinf. C~c. RipRap Channel tining)CY
1Broadcast Seeding (Co~
$92.14 J~xl:efld Exist. 12' San. Sew. Aerial Crossing
618.1 I 2' PYC conduit (Sch. 40)
618.2 ~ 3' PVC c~dutt (Sob. ~09
~32.~
$
lO2
491
25o
$2i.o0
$24.00
S2i.50
S28.oo
$32.00
12o3 $4o.30
590 $51.00
40( $60.00
1&99 $19.S0
11o S103.00
18 $120.00
1 S1,69L00
2 S1.590.00
2 $1.155.00
35 $2.120.00
S).332.00
$2,01i.00
$2,332.00
5 S2.!32.00
1
2 Si.908.00
1
1 S2,110.00
1 12.120.00
1 $3.18o.o0
1 $1.48&.oo
2 I1.590.00
2 Sl.212.00
S $589.00
2
~ $318.00
5 $(71.00
I S958.00
12
286 S21.00
2O $212.00
L
I $6.960.00
I $11,23L00
12 $~36.00
35 $21.00
~3
1
lC016
1801 S).O0
18 $121.00
13111 $3.18
183 $212.00
&SS $101.00
1905
$120.00
$1~.8,.oo ~.';
$1(.~13.o0
$8,000.00
$48.480.90
S30,090.00
124.240.00
S135,010.50
111,330.00
$1,696.00
13,180.00
13.110.oo
$14,200.00
$9.328.00
$2332.OO
$11.$60.00
$2.54&.00
$3.816.00
11,895.00
S2,120.00
$2.120,00
I3,180.00
Sl.484.00
$3,180.00 S2.862.00
$2.S~.00
S3.4:$.00 S),lO0.SO
S1.!12.00
$2,862.00
82,385.0o S2.1~8.50
$1,632.00 86,868.80
$1,692.00 $6,968.80
SS.SSS.00 $S,008.$0
$~.240.00 $3.815.00
S6.350.00 $5,12~.00
$11,236.o0 $10,112.40
$1.632.00 $6,86B.80
$125.00 [' :'.'$6s1.5o
$2,064.00
S11.808.00
$5.4O3.OO
S9,906.00
$~3,810.86
S~3o935.00
S18,021.20
S30,779.14
$4,862.10
I8,915.40
$39,429.11
S39.5:1.50
$3.551.25
$120.00
Si6,141.00'
Ti0,499.00
$14.413.00
S30,090.00
$24.24O.O0
Sl95.010.50
111,330.00
$1.696.00
$3,180.0o
$3,110.00
$t,028.00
$2,332.00
$11.~80.00
$2.5U.00
$1.69~.00
· $2.120.00
SZ,120.00
$3,190.00
$1,484.00
$1,212.00
$120.00
$1S.048.00
S40,439.00
1~4,413.00.
S8.000.00
S30,090.00
$24,24O.OO
$135,010.50
$11,330.00
$1,696.00
$1,643.00
$3,180.00
S3,?10.00
$1(.200.00
$~,328.00
$L.028.00
$2.~32.00
$11,660.00
S2,644.00
Sl,E~L00
S2,120.00
S3,180.00
$1,484.00
$2,862.OO
$2,544.00
$3,100.50
$1,212.00
$2.146.50
S6,868.80
I5,008.50
$3,816.00
$3,1~8.40
$5,124.00
$10,112.~0
$6,858.80
$661.50
$1,951.60
S30.ll9.14
S(,862.10
S8,915.40
$39,SC1.50
S),551.25
· SUB IOIAL DRAINAGE
$239.828.96 I I568.040.40 I $001.689.38
. '[TRE~ ANO S~OPF EXCAVXTIOfl - lg~C~ S~FETY
1500.3 IO~ ~ Si~p~ ~lope.~n Clay H · 15'- 20' ILF
1501.2 Op. ~t S~eple Slo~ ~m ~nd i Clay ~ ~10%15'1LF
1501.3
1502.1
1502.2
1502.3
1503.1
1B03.2
1.1
1504.3
1505.1
1505.2
1505.3'
Op. :ut Staple SloPe tn Sand & Clay H =15'-20'1LF
:oep. Proc. ,/Slope in Clay Co~d.
:o~p. Proc. u/Slops tn Clay Co~d.
Coop. Proc. v/Slope In Clay C~d. A, ~IS'-2O'ILF
CB.ProC. ~ope ~ Send,Clay
CB.Proc. N/Slo~ tn Sand~:lay Cond.X.~:10'-lS'iLF
CB.ProC. M/Slo~ ~n ~C~ay ~d.A.K:IS'-2D'ILF
S~o~ ~ 8~ch tn Clay H · S~ - 10' ILF
Slo~ ~ Bench ~n Clay ~ · 10' - 15' JLF
Slope ~ B~ch ~n Clay K · 15'
T~n~r S~rtng S~tee H z 5' - 10'
TiBer S~r~ng S~tem H · 10'
11m~r S~lng S~:ea H = 15' - 20' ILF
1211
4O5
0
105
210
0
0
0
O
0
0
0
0
0
0
'$1.10
$2.00
$2.00
$1.00
52.00
$2.50
12.o0
$3.OO
$(.00
S2.00
$3.00
$4.00
$1.50
$3.00
$5.00
$S.00
$10.00
12o.oo
I
581o.oo I.
$0.oo I'
ST05.00
$120.00
$0.00
50.o0
$0.00
$0.00
$0.00
$0.00
$0.00
$O.00
$171.oo '1
$0.oo I
$o.oo I
$o.oo I
$o.0o I
S~.~3i. B0
$810.00
$0.00
$105.00
$420.00
SD.OD
$0.00
$0.00
$0.00
$0.0O
10.00
$0.00
$0.00
$111.00
10.00
$0.00
$0.00
$0.00
$1,63B.BO
$810.00
$0.00
$705.00
$120.O0
10.00
· 10.00
$0.00
10.00
$0.00
$0.00
$0.00
$0.00
$111.00
50.00
$0.00
50.00
$0.00
SUB TOTAL BASE BID TRE~CK & SLOPE EXCAVATIO~ - TREHC~ SAFETY $1,3(5.80 I 50.00 I $1,3(5.B0 57,3~5.B0
IALIEk~AT[ 8ID TRENCH AND SLOPE EXCAVAT]~ - TRENCH SAFETY - 50.00
· ,1SO&.llCentr. Prop. Alt. Shoring Rechod K · 5' - 10' ILf I 0 I $1.00 I $0.00 I .
· *1506.2]Contr. Prop. Alt. 5~rtng ~et~ H · 10' - 1S'ILF I 0 I $2.00 ~ $0.00 I I S0.00
a,1506.(l~tr. Prop. Alt. S~ring ~et~d g · 15' - 2O'ILF I O I $t.O0 I $0.00 I ~ $0.00
TOTAL TREN~ & SLOPE EX:AYAT]~ - 1RANCH SAFETY S0.00 I I I $0.00
~00
421
~21
450
($0.1
495
540
510.1
611.1
I6~PEYINE CREEX 8RIOGE
IUnclasstftad 5cruccural Excavac~
18' Dia. Drilled Shaft
30' O~a. OrJl~ed Shaft
AbutMnt COAC. (Class C)
Bent Conc. (Class C)
Slab Cen:. (Class S)
Xpproa:~ 51ab Cone. (Cle~s A)
Type C Prestressed Beau
Cone. Surface Treatment
Co~cre:l Rtp Rap (RR el
IElastoeeric Baartng Pads
IRetnforctnQ
ISciel Ar~r Jotnt, HYC
JRip Rap Klndreil
JRe~ving Old St~c~res
JKetil Beam ~Jard Fence
ITereinal-An:hor Section
.IALT DECORATIVE BRIDGE RAIL
Ilemp. Ret. Well ac Grapevine Creek Bridge
)Bridge Lighting
CY
LF
LF
CY
CY
CY
CY
ILF
ICY
lEA
ILF
lEA
ILF
ILS
I;F
152
23e.4
106
5~1.6
23L3
2436
1940.8
511.2
12
1allY!
121
1
0
$16.00
$45.00
512.00
$291.00
S291.00
$21L00
$212.00
$61.$0
$5.40
$233.00
55.00
$0.53
$1.$D
St~.00
$28.00
$15,900.00
$11.00
$292.00
$127.00
$15,260.00
$2,~32.0D
$10,BSL40
$3g,~lO.40
$31,482.00
$2g,ITL20
1156.651.&0
550,519.60
$12,421.12
~i34,481.60
$3~0.00
596.01~.04
$t3,392.00
$15,g00.00
54,251.00
$1,168.00
$0.00
5~6,615.00
$0.00
I
$S,869.16 I
$35,523.35 I
$28,333.8O I
$26,890.38 I'
$140.951.0(
$13~,e32.6o
.5It,IlS.01
$121,038.84
514,204.15
$3,019.20
II4,310.00
53,831.30
$1,051.20
$2.188.80
S~,BBg.16
$35,523.36
S28,333.80
S2~,990.38
$140,991.81
S~S,461.5t
S134.e32.60
$11,119.01
$121,038.84
S32t.00
58~,411.14
S0.00
$3,049.?0
$14,310.00
$3,831.30
$1,051.20
$0.00
S~0,001.$0
$0.00
TOTAL ~LE ~ST~CTI~
X~ ~LE ~ST~Ti~ C~T
) ~U5 !0~ ~ ~G]NEERING, ~TING ~D
PLUS t0~ OF 1HE ~T ~ THE ~]LROXD C~SS]MG I $20i.000
PLUS ~0~ ~ ~HE ~T OF THE ~0 P]PEL]KE L~R]NG C~T5
10TAL EST]~TED M~ ~E~LE ~ECT Y&LUE
A~S~T PER f~T ~T
ol
s6g.oo I
sgis.o~o.~s I mo.s?.52 I
lO.Q0 I' $139.S1Q.52
'1 , $o.oo I
12.9B5,640.$2
$1.30e,012.04
$382,0~6.e9
$185.400.00
S36.000.00
$1,112,51~.03
I~15~.13 FT
$128.1t/irt
{FROM BELT LINE ROAD TO SANDY LAKE ROAD)
,y~82 TO STATION 162+27.70
j2i5.7 LINEAL FEET
PROPERTY OWNER
PROPERTY DESCRIPTION
46
44
43
42
41
4O
39
38
NORTHLAKE ESTATES
A.E.GADDY & HENRY DAVIS
9817 KINGSLEY RD.
DALLAS, TX 7S238
ST. LOUIS & SOUTHWESTERN RAILROAD
P.O.BOX 1319
HOUSTON, TX 77251-1319
BAPTIST FOUNDATION OF TEXAS
2001 BRYAN {1500
DALLAS, TX 75201
BETHEL ROAD
DENTON TAP JOINT VENTURE
102 MEADOWCREEK RD.
COPPELL, TX 75019
JOSEPH COLLUM THWEATT
RT. I BOX I08
COPPELL, TX 75019
BETHEL SCHOOL ROAD
JOSEPH COLLUM THWEATT
RT. I BOX 188
COPPELL, TX 75019
COMMODORE SAVINGS ASSOCIATION
P.O.BOX 2910
DALLAS, TX 75221
LONE STAR GAS EASEMENT
906 N. BLDG.
301 S. HARWOOD ST.
DALLAS, TX 75201
H.T. ARDINGER, JR.
9040 GOVERNORS ROW
DALLAS, TX 75247
SANDY LAKE CROSSING, LOT 5, BLOCK A
KENTUCKY FRIED CHICKEN
P.O.BOX 35420
LOUISVILLE, KY 40232
J.A. SIMMONS SURVEY, ABST. {1296
VOLUME 45, PAGE 65
J.A. SIMMONS SURVEY, ABST. {1296
J.A. SIMMONS SURVEY, ABSY. {1296
VOL. {67199, PG. 0705
J.A. SIMMONS SURVEY, ABST. {1296
EDWARD A. CROW SURVEY, ABST. {301
VOL. {84038, PG. 3474
EDWARD A. CROW SURVEY, ABST. t301
VOL. {77093, PG. 0009
EDWARD A. CROW SURVEY, ABSY. {301
EDWARD A. CROW SURVEY, ABST. {301
VOL. {89, PG. 2382
EDWARD A. CROW SURVEY, ABST. {301
VOL. {88002, PG. 3006
EDWARD A. CROW SURVEY, ABST. {301
EDWARD A. CROW SURVEY, ABST. {301
VOL. {80198, PG. 3516
EDWARD A. CROW SURVEY, ASST. t30I
PAVING & 4**
ABUTTING DRAINAGE SPECIAL BBNEFI!
FEET ASSESSMENT ENHANCEMENT
753.58 $97,030.96
103.53 $13,330.52
1208.11 $155,556.24
50.04 $6,443.15
533.07 $68,638.09
1540.19 $195,314.06
50.74 $6,533.28
1032.79 $132,982.04
033.92 $107,375.54
58.66 $7,553.06
704.38 $90,695.97
i6~.4.9
~iOCK A ~RD A. CROW SURVEY, ABST. {301 195.00 ~"~,108.20
{MCDONALDS-VOL {~,PG. ~)
60666
iROSSING, LOT 3, BLOCK A
EDWARD A. CROW SURVEY, ABST. 1301 19.83 $2,553.31
{EXXON TRACT-VOL. { , PG. .)
77001
SUBTOTAL 7247.33 $933,166.21
ASSESSMENT FIOURES DETERMINED BY MUL?IPLYING ABUTTINO FEET BY $1211.76 WHICH IS BASED ON ESTIMATED
CONSYRUC?ION COSY DETERMINED FROM THE.LOW BID RECEIVED.
ASSESSMENT FISURES DEIERMINED BASED ON INITIAl. ENHANCEMENT SYUDY.
/82 TO STATION 162+27.70 LINEAL FEET
I PROPERTY OWNER PROPERTY DESCRIPTION
ABUTTING
FEET
PAVING &
DRAINAGE
ASSESSMENT
SPECIAL BENEFIT
ENHANCEMENT
WILLIAM G. THOMPSON
833 DOUGLAS AVE. t 1510
DALLAS, TX 75225
VANTAGE RESIDENTIAL
8144 WALNUT HILL {550
DALLAS,' TX 75231
ST. LOUIS & SOUTHWESTERN RAILROAD
NORTHLAKE NURSERY & LANDSCAPING
794 DENTON TAP RD.
COPPELL, TX 75019
4 WILLIAM G. THOMPSON
5 833 DOUGLAS AVE. { 1510
DALLAS, TX 75225
10
11
BETBEL ROAD R.O.W.
RONALD D. VAN NESS
114 MASON CT.
COPPELL, TX 75019
MEADOWCREEK DRIVE
STEVEN CARL PARSONS
102 MEADOWCREEK {101
COPPELL, TX 75019
DAVID A. PHILLIPS & RICHARD J. LEE
TRUSTEES
FIRST BAPTIST CHURCH, COPPELL
540 S. DENTON TAP
COPPELL, TI 75019
FIRST REPLUBLIC BANK CARROLLTON
1925 JOSEY LANE
CARROLLTON, TX 75006
WILLIAM C. STEARMAN III, D.V.M.
504 S. DENTON TAP
COPPELL, TX 75019
ROANLD D. VAN NESS
114 MASON CT.
COPPELL, TX 75019
MCKINNEY & WILLIAMS SURV ABST.{1054
VOL. {80106, PG.1302
& VOL. {75252, PG. 2031
MCKINNEY & WILLIAMS SURV ABST.{I054
MCKINNEY & WILLIAMS SURV ABST.{1054
MCKINNEY & WILLIAMS SURV ABST.{1054
VOL. {86109, PG. 0882
MCKINNEY & WILLIAMS SURV ABST.{I054
MCKINNEY & WILLIAMS SURV ABST.{1054
EDWARD A. CROW SURVEY, ABSY. 1301
VOL. {84076, PG. 5591
EDWARD A. CROW SURVEY, ABST. 1301
EDWARD A. CROW SURVEY, ABST. 1301
VOL. 184181, PG.1044
EDWARD A. CROW SURVEY, ABST. 1301
VOL. 372044, PG. 1026
EDWARD A. CROW SURVEY, ABST. 1301
VOL. {, PG.
EDWARD A. CROW SURVEY, ABST. 1301
VOL. {79061, PG. 1084
EDWARD A. CROW SURVEY, ABST. 1301
VOL. 181079, PG 2244
622.23
165.42
103.53
585.46
986.66
80.05
180.31
50.11
120.49
350.00
206.62
67.81
150.00
$80,118.33
$21,299.48
$13,330.52
$75,383.83
$127,042.34
$10,307.24
$23,216.72
$6,452.16
$15,514.29
$45,066.00
$26,604.39
$8,731.22
$19,314.00
75266-7180
SCHOOL ROAD
13 EDWARD EUGENE & WILLIAM DAVID GADDY
2241 ROYAL LANE
DALLAS, TX 75229
14 NORTHLAKE WOODLANDS CENTER
7TH NLS REALITY {226
P.O. BOI 758
HOUSTON, TX 77001'
VANBEBBER ROAD
EDWARD A. CROW SURVEY, ABST. {301
VOL. 186070, PG. 1149
,
EDWARD A. CROW SURVEY, ABST. 1301
EDWARD A. CROW SURVEY, ABST. 1301
VOL. lB0120, PG. 2525
EDWARD A. CROW SURVEY, ABST. t]01
VOL. 181234, PG. 1447
EDWARD A. CROW SURVEY,~ABST. 1301
15 LUCY FIELD BELNKAP, LUCY ROSE HAYFIELD & EDWARD A. CROW SURVEY, ABST. 1301
17 MARY JO DELAHAYE VOL. { PG.
3900 SHENANDOAH
DALLAS, TX 75205
16 LONE STAR GAS
906 N. BLDG.
301 S. HARWOOD ST.
DALLAS, TX 75201
18 COPPELL BANK NATIONAL ASSOCIATION
FDIC
5080 SPECTRUM 1000E
DALLAS, TX 75248 .
BRAEWOOD DRIVE
19 BRAEWOOD CENTRE
TEXAS AMERICAN BANK DALLAS
P.O.BOX 35207
DALLAS, TX 75235
UTILITY EASEMENT
20 TOWN OAKS CENTRE LOT 4
UNIVEST COPPELL VILLAGE
12770 COIT RD. 11215
DALLAS, TX 75251
21 TOWN OAKS CENTRE LOT 3
MINYARD PROPERTIES
ATTH: REAL ESTATE
P.O.BOX 518
COPPELL, TX 75019
MEADOWCREEK ROAD - SOUTH SIDE
RONALD D. VAN NESS
114 MASON CT.
COP?ELL, TX 75019
EDWARD A. CROW SURVEY, ABST. t301
VOL. 15493, PG. 9
EDWARD A. CROW SURVEY, ABST. 1301
VOL. 185141, PG. 3007
EDWARD A. CROW SURVEY, ABSY. 1301
EDWARD A.' CROW SURVEY, ABST. 1301
VOL. {84241, PG. 1666
EDWARD A. CROW SURVEY, ABST. 1301
VOL.
EDWARD A. CROW SURVEY, ABSY. {301
VOL. 184248, PG. 5137
EDWARD A. CROW SURVEY, ABST. 1301
VOL. 84248, PG. 5137
EDWARD A. CROW SURVEY, ABST. 1301
VOL. 184076, PG.5591
498.
60.08
142.66
124.99
50;03
1435.88
58.66
200.00
60.00
495.30
24.63
131.15
286.64
162.06
$64,127.63
$7,735.90
$18,368.90
$16,093.71
$6,441.86
$184,883.91
$7,553.06
$25,752.00
$7,725.60
$63,774.83
$3,171.36
$16,886.87
$36,907.77
$20,066.85
102 MEADOWCREEK
102 MEADOWCREEK
COPPELL, TX 75019
EDWARD A. CROW SURVEY, ABST. 1301
VOL. 84181, PG. 1044
196.98 $25,363.14
SUBTOTAL 7595.79 $978,033.9]
** ASSESSMENT FIGURES DETERMINED BY MULTIPLYING ABUTTING FEET BY $128.76 WHICH IS BASED ON ESTIMATED
CONSTRUCTION COSTS DETERMINED FROM THE LOW BID RECEIVED.
*** ASSESSMENT FIGURES DETERMINED BASED ON INITIAL ENHANCEMENT STUDY.