Connell Skaggs-AG 900508Rev_ 4-24-89
AGENDA REQUEST FORM
CItY COUNCIL ~ING ' May 8, 1~20 ' ' II'l~ NO.
ITEM CAPTION:
A. Remove from the table the cmmideratioa 0~ Drainage Improvement ~ pro~ by
~he Co~ell ~velopmen~ C~, ~ ~ w~ ~e of ~11 ~ ~ddi~ {W~e
Vfl~) from ~dy ~e R~ to ~ ~u~ ~mer ~ ~ H~ ~1 w~ e~g
c~ve~ e~
B. Consideratkm of Dl'ainao~e Improvement Optio~ propsed by the ConneH Development Co.,
along the we~t side of Cm~nell Slmggs Addition (Wood~ide Vtlin~o~) from ,q~ndy Lake R~ad
SUBNITTED BY: ' ~ ~. ~6~(b~'~ STAPF REP.: Shohre Daue~hmand, Acting City Eng.
v (Directdt~ s Signature)
OTHER R~P.: Mark Coanell/Co~nell Develop. Corp.
~VALUATION OF ITl/M: DATE: April 27, 1990
BUDGET Alit.:
COMMENTS:
LEGAL REVIEW BY:
AGF.,NDA REQ FORM
0588DS
Please see attached letter from Mr. JIm Kock wRh Pacheco Koch C~sulting l/ngineers.
AMT. ESTIMATED: AMT. +]- BUDGET:
R~;VJ.E~ BY CH: ~'~~ -:'
Rev. 4-24-89
AGENDA REQUEST FORM
CITY COUNCIT. blEE~IlqG ' M~y 8, 1990
ITEM CAPTION:
A. Remove from the table the co~blerntion Of Dlmtn.ge Improvement Options proposed by
the Coonell Development Co., along the west si_de Of Comlell Skaggs Additlem (Woodsble
Villas) from 8andy Lake Road to the southeast corner Of Copi~ll High School where existing
culvert end~
B. Consideratioo of Drainage Improvement Options propped by the Connell Development Co.,
along the we~t side Of Co,nell Skaggs Addition (Woodsble Village) from Snndy Lake Roed
to the :,~L', cornet/~of ~ppell High ,~hool Where exla~lng cul ~
v (Dtrecto%~ $ Signature) ' '~-~ ' '
0TItBR R~P.: Mark Connell~Com~ell Develop. Corp.
EVALUATION OF ITEM: .D.ATE: April 27, 1990
Please see attached letter from Mr. Jim I(ock with Pacheco Koch Consulting Engineers.
APPROVED
BY
CITY C C U~N ~.,I t
DATE .~-/~/~a _. ~,
/ ~
BUDGET AMT.:
COMMENTS:
AMT. ESTIMATED:
LEGAL REVIEW BY:
AGENDA REQ FORM
0588DS
REVIEWED BY CM:
Rev. 4-24-89
iUPPORT DOCUMENTATION FOR AGEND'
STAMP RECEIVED BY CITY MANA~It'S OFFICE:
SUPPORT DOCUI~NTATION SUBMITTED WITH AGENDA I,,TEH:
M~iO S/L~TT~S / REPORTS / B ILL S/MINUTES:
·
CONTP~CT/ACP~It~NT ~.'. ·'.. · ~ ..........
C.I.P. CONTP~CT .....................
CHANGE ORDERS ....................... :
ORDINANCE ...........................
CAPTION .............................
P~SOLUTION ..........................
PROCLAMATION ........................
LOCATION MAPS ....................... :
ZONING PLANS ........................ :
PRELIMINARY/FINAL PLATS ............. :
SITE PLANS .......................... :
LANDSCAPE PLANS ..................... :
ARCHITECTURAL RENDERINGS ............ :
DATE PUBLISHED IN THE CITIZENS'ADVOCATE:
NO. OF ORIGINALS REQUIRED
/ 1 each
./
6 originals for signature
3 originals for signature
1 blueback for signature + 3 copies
1 blueback for signature + 3 copies
2 bluebacks for signature + I copy
2 bluebacks for signature + I copy
1 each
12
12
12
12
12
12
NOTIFICATION TO:
DATE/METHOD OF CONTACT:
NOTES
2ND SHEET.0588DS
Mahager's Comments
Drainage Improvement options Proposed by
Connell Development Co. for Woodside Village
We obtained new cost estimates for constructing the drainage
structure from the Skaggs property to the southeamt corner of the
Coppell High School property. We asked for estimates based on the
"Blow Form" method suggested by councilman Robertson. The
estimates exceed the $345,000 allocated for this project because
we do not have the necessary construction easements to eliminate
all of the trench safety requirements. We are attempting to secure
those easements at this time, and if we are successful, we will be
able to further reduce the cost estimates which we have received.
In regard to the escrow of the $345,000 by Conne11, if we are not
able to approve this drainage project oh Tuesday, we recommend that
Connell be asked to immediately comply with this requirement.
COPP£LL t =, ~cx CU~VS~T
HIGH __ __ .
SCHOOL
A
WILLOW
LANE
HINCKLEY
~90X CULVERT
BOO ..... M
B
WOODStDE VILLAGE
SANDY LAKE ROAD
Z ~
O
i--
Z
W
TYPICAL SECTION A-A
TYPICAL
SECTION i~'~
ii~ ,...., - ~..F;~ :
OPTIO~ NO: I--~
PACHECO KOCH
WOODSIDE VILLAGE
DRAINAGE IMPROVEMENTS
JAK NONE ~-7-90 1004-90.005
PACHECO KOCH
Consulting Engineers
May 4, 1990
P~NO. 1004-90.005
Ms. Sbohre Danesbmand
City of Coppell
732 DeForest
Coppell, Texas 75019
BE: Woodside Village, Drainage Impr~t Options
Dear Ms. Daneshmand:
Enclosed for your use are proposals received frc~ contractors to construct the
referenced drainage improv~nts. These improvements ~Duld be in the form of a
concrete culvert, either a conventional Te~as State Department of Highways and
Public Transportation box culvert or a gunite "Airform" arch culvert. The
limits of the improvements would be frc~ Sandy Lake Road to the existing box
culvert at Willow T~ne near the southeast corner of the High School tract.
Bids were received frc~ Buckelew Cc~struction Co., Inc. to construct the
conventional box culvert, and frc~ Dallas Cc~crete, Inc. to construct the
Airform culvert. Please note that Dallas Cc~crete also bid the construction of
the conventional culvert at the sa~e cost as the Airform culvert.
The bids received are ~closed for iD~lusion in the City Council packets.
Please note that the total development costs for the culvert have been
calculated, by a~]~ng to the construction costs, the costs for previous and
anticipated engineering and geotechnical services associated with the design of
the culvert, either paid or to be paid, by Connell Development Co.
P]~e review the e~closed information and contact me if you need any
additional infc=u,tion.
Sincerely,
cc: Mr. Mark Co,nell, Cc~nell Development Co,
1004-06
1012 Park Central VII / 12750 Merit Drive / Dallas, Texas 75251 / (214) 450-4141
CONNELL SKAGGS ADDITION
BOX CULVERT BID ANALYSIS
MAY 4,1990
AIR FORM
STANDARD BOX BOX
BUCKELEW DALLAS DALLAS
WORK ITEM CONSTRUCTION CONCRETE CONCRETE
BOX CULVERT, INLETS, &
PENCE RELOCATION
UPSTREAM TRANSITION
TRENCH SAFETY
SUBTOTAL
ENGINEERING & GEOTECHNICAL
TESTING 1.5%
STAKING
INSPECTION 1 . 5~
TOTAL COST
$308,000 $308,000 $308 000
$15,000 $17,000 $17 000
$23,408 $45,000 $45 000
$346,408 $370,000 $370
$28,000 $28,000 $29
$5,196 $5,550 $5
$1,500 $1,500 $1
$5,196 $5,550 $5
000
000
550
,500
550
S386,300 S410,600 S411 600
DEDUCT BONDS
COST WITHOUT BONDS
(S20,000) (S20,000) (S20,000)
$366,300 $390,600 $391,600
TIME TO COMPLETE 4 MONTHS 2 MONTHS 2 MONTHS
1TEM]ZED l~lrr PI~ICE BID FOI~M
Buckelew Construction Co., Inc.
Bid From:
Buckelew Construction Co., Inc.
Connell Skaggs Addition
Connell Develogment Company
April 29, 1988
Itemized Bid Proposal
Page 1 of 3
BOX CULVERT AND STORM DRAINAGE IMPROVEMP. NT~:
Item No. Qty .Unit
1 1232 LP
1 LS
Description & Unit Price in Words
Unit Price
In Figures Amount
10'x8' Single Box Culvert
(Cast-in-Place or Preeast),
including, removal and replaeemnt
of fences, clearing, removal of
required trees, excavation, backfill,
grading as indicated, compacted
stone base, connection to existing
box culvert (including removal and
off-site disposal of headwall and
slope protection if required), construc-
tion of 4-14' modified curb inlets
and final clean-up.
The following items are to be included
in the linear foot price for the box
culvert; construction of a drop inlet,
installation of 35 L.F. of SO-inch
reinforced concrete pipe - Class III,
including horizontal bends, connections
to existing R.C.P.'s and the box culvert,
excavation, embedment, backfill and
final clean-up.
twa h,,ndrmd Fi Fry dollars
and no cents
per linear foot, complete in place.
$ 250.00 $ 308,.0p0.00
Transition at upstream end of box culvert
ineludlng gabion baskets and rock, Type "A"
headwall, metal beam guard fence, terminal
sections and posts, removal of required trees,
removal, and replacement of fences, excavation,
backfill, and final olean-up.
Fi Ftm~n thousand dollars
and no cents
lump sum, complete in plane.
$15,000.(~
15~0~.00
3354b/0127
ConneH Skaggs Addition
Connell DeveloDment Company
Apt, il 29, 1988
Itemized Bid Proposal
Page ~ of. 3
.BOX CULVERT AND STORM DRAINAGE IMPROVEMENTS
Item No. Qty .Unit
3 123~ LF
.Description & Unit Price in Words
Unit Price
In Figures Amount
Tren.c.h Safety Program,
nineteen dollars
and .. no cents
per linear foot, complete in place.
$ 19. CD $ 23,408.00
TOTAL BOX. CULVERT AND STORM DRAINAGE
IMPROVEMENTS $ 346~408.00
3354b/0127
t. Dallas , Inc.
~ IN(~. / ~:'~-':-;-:::-::-::--:--~':--- -'~. ~'~- PLANO, TX 75074
~--------'521 J.PLACE, #631 (214) 423-0768
May 3, 1990
Mr. James A. Koch, Jr., P.F.
PACHECO KOCH
Consulting Engineers
1012 Park Central VII
12750 Merit Drive
Dallas, Texas 75251
RE:
BOX CULVERT & STORM DRAINAGE IMPROVEMENTS
CONNELL SKAGGS ADDITION
COPPELL, TEXAS
Dear Mr. Koch:
Attached is our 3 page proposal to complete the drainage project. We
made several changes to the original plan, as follows:
1. From Station 23+28.06 to approximately Station 30+10 we plan to
move the culvert to the east side of the drainage easement.
2. The box culvert will be either as designed utilizing 4000 psi
shotcrete walls to 8' in lieu of class A concrete, or 10' wide
box with 4000 psi shotcrete walls to 4' with a g' arch using
4000 psi shotcrete.
3. The transition at Sandy Lake is to be an extension of the two
36" RCP into the box culvert with a 8" shotcrete wall to seal
the end of the wall and the pipe, thus elimihating gabions,
fencing, guardrails, headwalls, and slope protection. The
existing ditch could be graded to an inlet at the beginning
of the box culvert.
Engineering calculations will be submitted if we are successful in
obtaining a contract.
Should you desire, the total project can be done for $350,000 on an
unbonded basis. If so, I believe that terms agreeable to both parties
can be worked out to assure payment of materialmen and subcontractors.
Cordially,
GRW:sts
ATTACHMENT
Connell Skaggs Addition
C~mell Develot~ment Company
~ 29, 1988
Itemized Bid Prososal
P~e ] of 3
BOX CULVERT AND STORM DRAINAGE IMPROVEMENTS
Item No. Qt,y
1 1232
Unit Description & Unit Price in Words
LF
2 1 LS
Unit Price
In Figures Amount
10*x8* Single Box Culvert
(Cast-in-Place or Precast),
including, removal and replaeemnt
of fences, clearing, removal of
required trees, excavation, backfill,
grading as indicated, compacted
stone base, connection to existing
box eulvart (including removal and
off-site disposal of headwall and
slope protection if required), construe-
tion of 4-14' modified curb inlets
and final clean-up.
The roi!owing items are to be included
in the linear foot price for the box
culvert; construction of a drop inlet,
installation of 35 L.F. of 30-inch
reinforced concrete pipe - Class HI,
including horizontal bends, connections
to existing R.C.P.'s and the box culvert,
excavation, embedment, backfill and
final clean-up.
Two hundred fifty dollars
and no cents
per linear foot, complete in place.
$ 250.005308000.00
Transition at upstream end of box culvert
including gabion baskets and rock, Type "A"
headwall, metal beam guard fence, terminal
sections and posts, removal of required trees,
remo.v, al and r..eplaeement of fences, excavation,
backfill, and hnal clean-up.
Seventeen thousand dollars
and no cents
lump sum, complete in place.
17000,005 17000~0
3354b/0127
~nnall S~ Ad~tion
~mn~ll D~valo~ment ~mnp~n~
ItemL~ed Bid Proposal
Page 2 of 3
BOX CULVERT AND STORM DRAINAGE IMPROVBMEIqT8
Item No.
Qty Unit Description & Unit Price in Words
Unit Price
In Figures Amount
3 1232 LF
Trench Safety Program,
for the eastern side of the construction.
For tv-firm thousand do]]ars
and .. no cents
per linear foot, complete in place.
$ 4500~00
TOTAL BOX CULVERT AND STORM DRAINAGE
' IMPROVEMENTS
AS MODIFIED BY OUR LETTER
DALLAS CONCRETE, INC.
3354b/0127
Connell Skaggs Addition
Coonell Development Company
April ~9, 1988
Itemized Bid Proposal
Ps~e 3 of 3
BOX CULVERT AND STORM DRAINAGE IMPROV~lw~qT~
Alternate Trench Safety Unit Price
Unit Price
Item No. Qty Unit Description & Unit Price in Word.~ In Figures Amount
4 LF Trench .S. afety Program. Double
sheet pile (braced) wall and well
point dewatering system for the west
side of the construction.
dollars and
cents per
linear foot, complete in place.
$
NOTE:
Item 4 is not to be included in the base bid. The itemized unit price for this
item is to be utilized only if the work described in item 4 is required as
outlined in the Trench Safety Engineering Report. If item 4 is required, the
quantity to calculate payment for item 3 will be reduced by an amount equal
to the pay quantity for item 4.
3354b/0127
SALLINGER, NICHOLS, JACKSON,
KIRK & DILLARD
(Formerly Saner, Jack, Sallinger & Nichols)
Attorneys & C~unselors at Law
1800 Lincoln Plaza
500 N. Akard
Dallas, Texas 75201
(214) 954-3333
Facsimile (214) 954-3334
May 1, 1990
Mr. Alan Ratliff, City Manager
City of Coppell
P. O . Box 478
Coppell, Texas 75019
RE: OUR FILE NO: 26
Comnnell Drainage Agreement
Dear Mr. Ratliff:
At the last City Council meeting a question was raised concerning the notation
"waived', which was next to Section 4 of the copy of the Connell Agreement included
in the paekett (see page 3 of Exhibit "A". You have ask me to search my file for an
answer to the question.
It appears from material found in the eoaneil packet of June 23, 1987 (See
Exhibit B) that Connell sent a letter to Wayne Ginn on May 20, 1987 indicating that
they would be immediately constructing the box culvert at the same time the high
school constructed the culvert on the school property. In this letter they requested
that they not be required to out up the escrow or letter of credit because of their
intent to start construction immediately. Ginn's letter of June 12, 1987 is in response
to Connell's letter and indicates that "the box culvert issue has been resolved." It
appears that their Final Plat on Lots 1, 2 and 3 were approved "with stipulations (Please
see attached letter listing the stipulations)". (see Staff Report in Exhibit B)
Exhibit C is a letter from Connell which explains why tl~ey did not follow through
with construction simultaneously with the school construction.
Sinee they did not construct the box culvert at the same time the school
constructed it's section, Connell's obligation to escrow the funds or provide a letter
of credit was restored and remains a valid obligation.
SALLINGER, NICI$OLS, JACKSON
KIRK & DILLARD
Mr. Steve Goram, Director of Public Works
City of CoDpell
P. O · Box 478
approved by the Council; however, applicant did not get it filed
within the time frame as required. Therefore, it is required to
be brought back before Council for approval. Following discussion
on this item, Mayor Pro Tem Smothermon moved that the final plat
be approved as presented with the following conditions:
Deletion of alleys on Lots 2, 3, 6, 7, 8, and 9;
Allow Lot 1 frontage on Mockingbird Lane;
Waiver of centerline radius on Crestview Court to 75 feet
(Comprehensive Subdivision Ordinance requires a minimum
distance of 425 feet).
Councilman
Smothermon
and Nelson
Morton seconded; motion carried 7-0 with Mayor Pro Tem
and Councilmen Weaver, Thomas, Morton, Cowman, Robertson
voting in favor of the motion.
Item 18. Consider approval of a final plat for Lake Park Addition,
located along the west side of MacArthur Boulevard, north
of Deforest Road, and south of Denton Creek, at the
request of Dan Dowdey and Associates.
Director of Planning & Community Services, Gary Sieb, made the
presentation to the Council. Mr. Sieb indicated that the Planning
& Zoning Commission has recommended unanimous approval of this
final plat with the following six conditions:
1. That a left turn lane be provided on Lake Park Drive at
the intersection of MacArthur; and
2. That a combination masonry and wrought iron screening
wall adjacent to this property on MacArthur be provided
by the developer;
3. Minimum street centerline radius to be less than 425
feet;
4. Allow Circle Cove Drive intersection with MacArthur
Boulevard alignment;
5. Exemption to the current Floodplain Management Ordinance;
and
6. Allow curved sanitary sewers.
Mr. Glen Hinckley, applicant, was also present to discuss this item
with the Council. Mr. Hinckley stated that he would agree to one-
story homes on this development on Lots 1 through 11. Discussion
was held concerning the possibility of flooding on the mud lift
station, and was informed by the applicant that the deueloper is
incorporating a storm drainage system on MacArthur to take care of
drainage for this mud lift station. Following discussion on this
item, Councilman Robertson moved that the final plat be approved
with the following seven conditions:
1. That a left turn lane be provided on Lake Park Drive at
the intersection of MacArthur; and
2. That a combination masonry and wrought iron screening
wall adjacent to this property on MacArthur be provided
by the developer;
3. Minimum street centerline radius to be less than 425
feet;
4. Allow Circle Cove Drive intersection with MacArthur
Boulevard alignment;
5. Exemption to the current Floodplain Management Ordinance;
6. Allow curved sanitary sewers; and
7. Lots 1-11 will be single story homes.
Mayor Pro Tem Smothermon seconded the motion; motion carried 7-0
with Mayor Prz) Tem Smothermon and Councilmen Weaver, Thomas,
Morton, Cowman, Robertson and Nelson voting in favor of the motion.
I~ 19. A. ~ Remove from the table the consideration of Drainage
Improvement Options proposed by the Connell
Development Co., along the west side of Connell
Skaggs Addition (Woodside Village) from Sandy Lake
Road to the southeast corner of Coppell High School
where existing culvert ends.
Councilman Morton moved that this item be removed from the table
for Council consideration. Councilman Smothermon seconded the
motion; motion carried 7-0 with Mayor Pro Tem Wilkerson and
Councilman Thomas, Morton, Smothermon, Cowman, Robertson and Nelson
voting in favor of the motion.
B. Consideration of Drainage Improvement Options
proposed by the Connell Development Co., along the
west side of Connell Skaggs Addition (Woodside
Village) from Sandy Lake Road to the southeast
COen~s.ner of Coppell High School where existing culvert
Street Superintendent, Per Birdsall, was present to discuss this
item with the Council. In addition, Councilman Ron Robertson had
provided information for Council consideration and Mr. Jim Coch,
of Connell Development, was present to speak with the Council.
Following discussion on this item, Councilman Robertson moved that
the drainage improvements along the west side of Connell Skaggs
addition from Sandy Lake Road to the southeast corner of Coppell
High School be approved and a bid awarded to Dallas Concrete in the
amount of $332,000 plus engineering inspections and testing, and
that staff pursue obtaining easements from the adjoining property
owners of Hinckley and Booreham to decrease the overall bid total.
The construction will employ the air form box. Councilman Morton
seconded the motion; motion carried 7-0 with Mayor Pro Tem
Wilkerson and Councilmen Thomas, Morton, Smothermon, Cowman,
Robertson and Nelson voting in favor of the motion.
Item 20. Presentation of a Policy for Special Consideration Claims
and Right-of-Way Acquisitions.
Deputy City Manager/Finance Director Frank Trando made the
presentation to the Council. Mr. Trando informed the Council this
procedure or policy is the one that was requested by Council to
govern special considerations that may come up during right-of-
way acquisitions. Following discussion on this item, Councilman
Nelson moved that the policy for special claims and right-of-way
acquisitions be approved as recommended by the Deputy City Manager
Councilman Robertson seconded the motion; motion carried 7-0 with
Mayor Pro Tem Smothermon and Councilmen Weaver, Thomas, Morton,
Cowman, Robertson and Nelson voting in favor of the motion.
Item 21. Discussion concerning banners for the Fourth of July
Parade.
Park Superintendent Richard Diane made the presentation to the
Council. The approximate cost for the purchase of these banners
is $1,560.00. Following discussion on this item, Councilman Nelson
moved that the City purchase twelve banners to be installed on
light polls, subject to T.U. approval, on Denton Tap Road from
Parkway Boulevard to Beltline east/west to be used during the 4th
of July celebration. Councilman Robertson seconded the motion;
motion carried 7-0 with Mayor Pro Tem Smothermon and Councilmen
Weaver, Thomas, Morton, Cowman, Robertson and Nelson voting in
favor of the motion.
Item 22. Consider approval of a resolution of the city of Coppell,
Texas, endorsing and supporting the nomination of
Councilman Tom Morton as Director on the Executive Board
of Governments.
Following discussion on this .i~em, ~gunci_lma~. ~9~a~_~v~d~,,~
a rove Reso utlon 0 0890.2 thac c r~h
Central Texas Council of Gover~uments. councilman seison s~u
.... ~ q-~ w~eh Mayor Pro Tem Smothermon and
the m?tion; motion u~ ................ 1son
Co.u~.cll~en Weaver, Thomas, Morton, Cowman, RoDercson agu ~u_
voting ~n favor of the motion. Councilman Morton abstaine~ zrom
voting, however, as per sec~cion 3.11 B of the City of Coppe11 Home
Rule Charter. Councilman Morton's abstention is reflected as an