Valley R Baptist-CS 911220'l
HE JONES & BOYD, INC.
ENGINEERS • PLANNERS • CONSULTANTS
16980 Dallas Parkway, Suite 100
Dallas, Texas 75248
214- 248 -7676
Fax # 214 248 -1414
OFFICERS:
J. Gregory Boyd, P.E.
President
Wayland D. Oradat, P.E.
Executive Vice President
Douglas W. Newport, P.E
Vice President
ASSOCIATES:
Les St. John, P.E.
Robert R. Steele, P.E., R.P.L.S.
Michael L. Clark, P.E.
Dan B. Ramsey, R.P.L.S.
December 20, 19
Mr. Kenneth Griffin, P.E.
City Engineer
City of Coppell
Post Office Box 478
Coppell, Texas 75019
Re: Valley Ranch Baptist Church
JBI Project No. VR 401
Dear Mr. Griffin:
VIA TELECOPIER
VIA MAIL
Valley Ranch Baptist Church is considering the purchase of a
10.5 acre tract along the south side of Belt Line Road
approximately 800 feet east of MacArthur Boulevard
(immediately east of Valley Ranch Centre's Tom Thumb grocery
store).
In a meeting I had with Ms. Shohre Daneshmand on December 3,
1991 regarding development of the property by the Church,
Ms. Daneshmand stated prorata fees may be due to the City
for the Belt Line Road paving and drainage improvements and
could be as much as $200 per linear foot. Ms. Daneshmand
has been diligently pursuing this very important question,
but as yet has not been able to obtain an answer.
As the Church's investigative period is coming to an end, we
respectfully request your attention to this matter and your
providing written confirmation whether or not prorata fees
are required, and if they are, the amount of the fees.
Also, enclosed for your reference is a copy of two (2) of
the sheets from the Belt Line Road pavement improvement
plans with the Church's proposed tract indicated. Please
review the plans and confirm whether or not a median opening
and left turn lane will be permitted to the 7.5 acre tract.
,rte
Mr. Kenneth Griffin, P.E.
Page Two
December 19, 1991
If you have any questions, please call me. Your assistance
is greatly appreciated.
Sincerely,
JONES & BOYD, INC.
744
Michael L. Clark, P.E.
MLC:dlc
cc: Ms. Shohre Daneshmand
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PROP 20'.20' 70 +1684 581 Rt. Of It R.O.W.
DRAINAGE ESMT. ELEV. 440.02
TBM B -I "O" On Note Of i Island Of
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Bent At Sta, 69 +21, 93.0' Lt Of f{ ROW
ELEV. 450.56
TBM P -21 - R.R. Spike In Power Pole At Sta.
PROP 20'.20' 70 +1684 581 Rt. Of It R.O.W.
DRAINAGE ESMT. ELEV. 440.02
TBM B -I "O" On Note Of i Island Of
MacArthur Rd. On North Side Of Belt tine Rd.
ELEV 45145
7.5 and 3.0 acre tracts.
TBM 8-2 Rim M.M. at Sta. 83 +99, 50.0'Rt
ELEV. 436.58
NORI� T.C.
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DALLAS COUNTY, TEXAS
BELT LINE ROAD IMPROVEMENTS
PAVING
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STA. 684-00 TO STA. T3 +00
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—PROP. 20'e20' ELEY 448.75
DRAINAGE ESMT.
TBM P-22 - RR Spike In Povw Poll At Sto.
75+63.4, 582 Rt. Of 9- R aW
ELEV. 479.97
TBM B -I "0" On Nose Of r t Island Of
MacArthur Rd. On North Side Of Belt Line Rd.
ELEV 451.45
TBM B -2 Rim M.H. at Stu. 83+99, 50.0'Rt
ELEV. 436.08
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CITY OF COPPELL
DALLAS COUNTY, TEXAS
BELT LINE ROAD I MPROVEMENTS
PAVING
STA. 73 +00 TO STA. T8 +00
GINN, IN
Consulting Engineers Dallas. Texas
'EC o.•.. - TEC a.n - OCT., 1988 +.s K•. - 375 1
Nib cs.r.•e - JOK e.•u i "•¢0'n /i " =s'v f.•N 4 a ',,
Exhibit ' J " ( cont. )
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$T. LO U /S_ -8 S006HW RA/L _ _ _
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TBM P -28 �� •
4A , a L TER S TO MATCH EXISTING GROUND AT ROW LINE
(DO NOT ENCRO R.R. ROW .1
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'TOE OF SLOPE
TA. 75 +5000
•
I- 10'REC.INLET(M0O.)
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TC•445.25 er[ user
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TR /LAND 1 NORrWED JO /NT VENTURE
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' MAAGI�IARY —� _—
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7SM P -28 - R.R. Spike In South End Of Bridge
/ AWtMM At ShL 73+675, 89A' Lt. Of CL R.O.W.
—PROP. 20'e20' ELEY 448.75
DRAINAGE ESMT.
TBM P-22 - RR Spike In Povw Poll At Sto.
75+63.4, 582 Rt. Of 9- R aW
ELEV. 479.97
TBM B -I "0" On Nose Of r t Island Of
MacArthur Rd. On North Side Of Belt Line Rd.
ELEV 451.45
TBM B -2 Rim M.H. at Stu. 83+99, 50.0'Rt
ELEV. 436.08
1
440 E,nr�d At .tit RP — _
435 J I I - — — _ .. _ - . -- -- — - - L L_ 4
7 i � — .— ._ -- . - _ —_ -•-
E ( 7J 71 7? 76. 77 78
•0
Kd 54+ t4..ree- c7x io %►
M. e
CITY OF COPPELL
DALLAS COUNTY, TEXAS
BELT LINE ROAD I MPROVEMENTS
PAVING
STA. 73 +00 TO STA. T8 +00
GINN, IN
Consulting Engineers Dallas. Texas
'EC o.•.. - TEC a.n - OCT., 1988 +.s K•. - 375 1
Nib cs.r.•e - JOK e.•u i "•¢0'n /i " =s'v f.•N 4 a ',,