ST8402-AG 890228Rev,: Effective 1/20/88
AGENDA REQUEST FORM
FOR CITY COUNCIL MEETING: _Felm~m-7~89
REF/FILE NUMBER : 379
I.
/
II. ITEM CAPTION : Discussion and q~sideration of Order
(Change Order No. 2) for adding three additiorfal median ppenings additional
,
left turn lanes,~o~P~n~on *a~ ~oa~ I~rovements ~o~ Sandy l~e .R~ad to ~enton~,C~r~%k as
requested by ~rA~a~ h~:elrl~p~;:c~:o~s, o~i::s:]a~De~e~ ~,es)
reduced Xerog p p ~ .. !. ~ ~'~[i ii! : ~:'~ .... ·
III. ACTION RECO~MENDED Staff recommends approva contingent on receipt of
financial committments from the adjacent property owners within S working days after
City Council approval.
IV. REP. IN ATTENDANCE
A: STAFF - Russell Doyle, P.E., City Engineer
B: OTHER - Ginn, Inc.
V. NOTIFICATION TO :
VI.
METHOD OF CONTACT :
DATE :
FINANCIAL REVIE~ : 1. BUDGETED ITEM : Xx YES NO
2. BUDGET AMOUNT : ~1~803~363.03 *
3. ESTIMATED AMOUNT FOR THIS ITEM : ~47~773.30
4. AMOUNT OVER~ BUDGET : g~5~899.33 (N~t~t~.)
5. LOW BIDDER RECOMMENDED : N/A YES N/A NO
SOURCE OF FUNDING
CO'S OR BONDS FUNDS
(Series or year authorized)
OPERATING BUDGET (Account Number)
OTHER
(Ctzreat C~tract Price b
$1,789~363.03 as m t~e
attached ~ Onier).
APPROVED BY CITY MANAGER :
City of Coppell CO.'s
: Dallas County Bond F~nds ....
: 1987 (Coppell); 1985 (Dallas Co.)
ITEM N~MBER
AGENDA REQUEST FORM
SUPPORT DOCUHENTATION S[~ItlTTED
HEMORANDb~S .............
LETTERS .................
REPORTS .................
BILLS ...................
CONTRAcT/AGREEHENT ......
HINUTES .................
ORDINANCE ...............
RESOLUTION ..............
PROCLAHATION ......................
ZONING PLAI/S ......................
PRELIHINAR¥ PLATS .................
FINAL PLATS .......................
SITE PLA~S ........................
LANDSCAPE PLA~S ...................
ARCHITECTURAL RENDERINGS
OTHER
REVIEWED BY (I[ applicable)
CITY ATTORNEY .....................
FINANCE DIRECTOR ..................
OTHER
SUBMITTED BY
DEPARTHENT
DEPARTHENT DIRECTOR ...............
APPROVED BY
CITY MANAGER
ANOGNT PE~/S~
DENIED BY
NO. OF PAGES
SIGNATURE
SIGNATURE
IGNATURE
S I(NATURE ;~
CITY HANAGER ...................... :
DATE SUBNXTTED
DATE REVI~E1)
DATE SUBHITTED
DATE APPROVED
Mditiomal
N~*d for furth,r
Submitted *ftmr
At the request of
February 6, 1989
MEMORANDUM
17 X ./
TO:
FROM:
RE:
Alan D. Ratliff, City Manager
Russell R. DOy~.E., City Engineer
REQUESTS FOR MEDIAN CUTS AND LEFT TURN LANES ON DENTON
- CIP - SANDY LAKE ROAD TO DENTON CREEK
TAP ROAD
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.
The summary of costs and how they will be shared between ABQ Development
Company and Univest Development Company, the property owners, is
attached. We have commitment letters on file and these two property
owners have been directed 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 the six (6) lane
thoroughfare is open to traffic.
The location of the median openings and left turn lanes are as follows:
Station 178 + 17.77
(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 Center.
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 195 + 28
(New Opening)
MEDOPEN
A desired optimum location selected by ABQ
Development for their properties on both
sides of Denton Tap Road, north of Parkway
Boulevard.
(lnslructions on reverse side)
CllANGE ORI)ER
No.
2
PROJECT: Denton Tap Road Improvements
from Sandy Lake Road to Denton Creek
OWNER:
City of Coppel!
(Name, P.0. BOX 478
Address)Coppell, TX 75019
DATE OF ISSUANCE:
January 27, 1989
CON'FRACTOR: L.H. Lacy' CO. OWNER's Project No.
P.O. Box S41297
Dallas, TX 75354-1297 ENGINEER: Ginn~ Inc.
17103 Preston Road. Suite 100
CONTRACT [:OR: Denton Tap Road Improvements Dallas, TX 75248
from Sandy Lake Road to Denton Creek
ENGINEER's Project No. ~7.cl
You are directed Io make thc following changes in the Contract Documenls. Construct: qedian openings at
stations 182+44, 186+98 and 195+28; northbound left-turn lanes with the median openinfs at
Descriptio.: stations 182+44, 186+98 and 195+28; southbound left-turn lanes with the median
openings at stations 178+17.77 and 195+98; and the west turnout for Parkway Blvd.; all in
accordance with the drawings in the ~ttached Drawing List and the S~ecifications.
Purpose of Change Order:
To provide access to planned developments on the adjacent properties.
Attachments: (List documents snpporting change) 1)
2)
CItANGE IN CONTRACT PRICE:
Original Conlract Price
S 1: 789: 3;63_ 03 (estimated)
Previous Change Orders No. 1 to No.
and Field Changes No. 1 to No. S
$ 2~126.05 (estimated)
Contract Price prior to Ihis Change Order
$1,791,489.06 (estimated)
Net lucrcase (~lSl4;;Xgg~O of this Change Order
$ 47,775.30 (estimated)
Contract Price with all approved Change Orders
$ 1,839,262.36 (estimated)
Estimated Costs of Construction
Drawing List
Tran~mittml lettar for drawings i~nnd to Contractor
on 1/17/89
CllANGE IN CONTRACT TIME:
Origimd Contract Time
365 calendar days
Net change I'rom previous Change Orders
Contract Time Prior to this Change Order
~65 calendar days
Net Increase (decrease) of this Change Order
Contract l'ime wilh alt approved Change Orders
RECOMMENDED: APPROVED: APPROVED:
by by by
EJCDC No. 19111-8-11 (1983 Edilion)
SUH#ARY AND DISTRIBUTION OF CONSTRUCTION COSTS:
NEDIAN OPENINGS:
STATION 182+44
STATION 186'98
STATION 195-28
SUBTOTAL NEDIAN OPENTNGS
LEFT TURN LARES:
STATIOU 178'17.77
STATIOR 182'4&
STATION 186'98
STATION 195.28 RORTH BOUND
STAT?ON 195.58 SOUTH BOUND
SUBTOTAL LEFT TURR LARES
ABQ DEV. UNIVEST DEV. TOTAL
$2,747.35 S2,747.32 S5,494.63
$2,747~32 S2,7~7.32 S5,49~.63
S3,755.61 SO.O0 S3,755.61
B9,550.24 S5,494.63 B14,744.87
SO.O0 B2,103.17 S2,103.17
$3,817.41 $0.00 S3,817.41
B3,817.41 S0.00 S3,617.41
S3,451.40 S0.00 S3,451.40
S3,035.14 $0.00 S3,035.14
S14,118.36 S2,103.17 B16,521.54
TOTAL ESTZNATED CORSTRUCTION COST S53,368.60 $7,597.80 S30,966.40
ENGINEERING, TESTIRG AND IHSPECTIOH ~ IOZ $2,336.86 S759.78 S3,096.64
GRAND TOTAL S55,705.46 S8,357.58 $34,063.04
DENTON TAP ROAD IMPROVEMENTS
from SANDY LAKE RD. to DENTON CREEK
ESTI#ATED COST OF ABQ DEV. AND UNIVEST DEV. REQUESTED MEDIAN OPENING AMD LEFT TURN LAMES
1 - 25 - 1989 CHANGE ORDER NO. 2
STAT/OR 178+17.77 - SOUTHBOUND LEFT TURN LANE FOR UNIVEST DEV. (100' STORAGE)
ZTEM I DESCRIPTION I UTS I QUANTITY I UNZT PRICE I AMOUNT
BASE BID 6 LANE PAVEMENT I
110
160
164
260
264
26~.1
360.1
360.2
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 (Common Berm) IsY
Lime treatment, mat. in place IsY
Lime slurry, Ty A., 55 22.5 #/ay pON
Lime slurry, Ty A., 5X 34 #/sy (9" Thick) pON
8#conc. pavement 3000 psi
16" MonoLithic Curb (3000 psi) ILF
6" conc. (Driveways & Nedien Noses) lay
6"x6" JiggLe Bar (refl.)(Type 1-C) lEA
4" Traffic Button, Uhite(Non-Reft.)(P-7-g) lEA
4" Traffic Button, Uhite(sing.-Refl.)(P-15-W) lEA
2" PVC conduit (Sch. 40) ILF
3" PVC conduit (aCh. 40) ILF
4" PVC conduit (ach. 40) ILF
Puliboxes ~EA.
29.9
-147.09
-147.09
179.48
0
3.05
179.41
15.14
-32.31
10
0
0
-14.48
-7.24
-7.24
0
S6.60
SO.50
S0.42
S1.05
$67.00
S63.00
S13.68
S1.00
$24.00
S5.00
S2.00
$6.00
S2.40
S3.00
$3.73
S127.00
$197.34
(S73.55)
($61.78)
S188.45
$0.00
$192.15
$2,454.33
$15.14
(S775.44)
$50.00
S0.00
SO.O0
(S34.75)
(S21.72)
(S27.01)
SO.O0
SUBTOTAL S~,103.17
STATION 182+44 - MEDIAN OPENING FOR UNIVEST DEV. AND ABQ DEV.
XTE. I OESCRZPTION I UTS I QUANTITY I UNiT PRXCE I AMOUNT I
EASE BiO 6 LANE PAVEMENT
110
160
164
260
264
264.1
360.1
360.2
530.1
672
676.1
676.2
618.1
618.2
618.3
624
Roaduay Excavation ICY
PLace Topsoil - Median (6" thick) ISY
Broadcast Seeding (Common Berm) lay
Lima treatment, met. in place [SY
Lima slurry, Ty A., 5% 22.5 #/ay ITON
Lime slurry, Ty A., 5X 34 #/ay (9" Thick) ITON
8" conc. pavement 3000 psi ISY
6" Monolithic Curb (3000 psi) ILF
6" conc. (Oriveweys & Median Moses) ISY
6"x6" Jiggle Bar (refL.)(Type 1-C) lEA
4" Traffic Button, UhiteCNon-RefL.)(P-7-W) lEA
4" Traffic Button, ghite(sing.-RefL.)(P-15-W) lEA
2" PVC conduit (Sch. 40) ILF
3" PVC conduit (Sch. 40) ILF
4'* PVC conduit (Sch. 40) ILF
Puliboxee lEA
28.53
-239.79
-239.79
167.87
0
2.85
181.2
-179.84
58.57
0
-16
-16
119
119
119
$6.60
$0.50
$1.05
S67.00
$63.00
S13.68
S1.00
S24.00
$5.00
S2.00
$6.00
S2.40
S3.00
S3.73
$127.00
S188.30
(S119.90)
($100.71)
$176.26
S0.00
$179.55
$2,478.82
(S179.84)
$1,405.68
$0.00
($32.00)
(s96.oo)
S285.60
$357.00
$443.87
$508.00
SUBTOTAL S5,494.63
STATZON 182+&& - NORTHBOUND LEFT TURN LANE FOR ABG DEV. (1000 STORAGE)
ITEM I OESCRZPTION I UTS I QUANTITY
BASE BID 6 LANE PAVEMENT
110
160
164
260
264
264.1
360.1
360.2
530.1
672
676.1
676.2
618.1
618.2
618.3
RoedNay Excavation IcY
PLace Topsoil - Median (6" thick)
Broadcast Seeding (Common Berm) ISY
Limo treatment, met. in place ISY
Lime slurry, Ty A., 5X 22.5 #/sy {TON
Lime slurry, Ty A., 5X 3~ #/ay (9" Thick) ITOB
8" conc. pavement 3000 psi
6" MonoLithic Curb (3000 psi)
6N COnt. (Drivewly$ & Median Noses) ISY
6"x6" JiggLe Bar (refL.)CType 1-C) lEA
~H Traffic Sutton, Uhite(Non-RefL,)CP-7-~) lEA
~" Traffic Sutton, ~hite(aing.-RefL.)CP-15-u) lEA
2" PVC conduit (ach. &O) ILF
3N PVC conduit (ach. 40)
&" PVC conduit (Sch. &O) ILF
PuLIboxes lEA
33.&&
-226.87
-226.87
200.68
0
3.~1
200.61
-&~.?
26.26
10
0
0
0
0
0
0
UNIT PRICE I AMOUNT I
$6.60 S220.70
$0.50
S0.~2 ($95.29)
$1.05 $210.71
$67.00 $0.00
S63.00 S214.83
S13.68 S2,744.34
$1.00 ($44.70)
S24.00 $630.2&
$5.00 $50.00
S2.00 S0.00
S6.00 S0.00
S2.&0 S0.00
$3.00 $0.00
$3.73 S0.00
$127.00 $0.00
SUBTOTAL S3,817.~1
STATION 186+98 - MEDIAN OPENING FOR UNIVEST DEV. AND ABQ DEV.
ITEM } DESCRIPTION
IBASE BID 6 LANE PAVEMENT
110
160
164
260
264
264.1
360.1
360.2
530.1
672
676.1
676.2
618.1
618.2
618.3
62&
{Roadway Excavation IcY
IPLace TopsoiL - Median (6" thick) {BY
{Broadcast Seeding (Common Berm) IsY
Lime treatment, met. in pLace ~SY
Lime sLurry, Ty A., 5~ 22.5 J/ay ITOH
Lime slurry, Ty A., 5X 34 J/ay (9" Thick) ITOH
8" conc. pavement 3000 psi lay
6" MonoLithic Curb (3000 psi) JLF
6" cant. (Driveways & Nedfan Noses) ISY
6"x6" JiggLe Bar (refL.)(Type 1-C) lEA
4" Traffic Button, ~hite(Non-RefL.)(P-7-~) lEA
4" Traffic Button, Vhite(sing.-Refi.)(P-15-u) lEA
2" PVC conduit (ach. 40) {LF
3" PVC conduit (ach. 40) ILF
4" PVC conduit (ach. 40) ILF
PuLLboxes IEA
28.53
-239.79
-239.79
167.87
0
2.85
181.2
-179.8/*
58.57
0
-16
-16
119
119
119
&
$6.60
$0.50
$0.42
$1.05
$67.00
$63.00
$13.68
$1.00
S24.00
$5.00
$2.00
S6.00
$2.40
$3.00
$127.00
$188.30
($119.90)
($100.71)
$176.26
$0.00
$179.55
S2,&78.82
($179.84)
Sl,405.68
S0.00
(S32.00)
($96.00)
$285.60
S357.00
$443.87
S508.00
SUBTOTAL S5,494.63
STATION 186+98 - NORTHBOUND LEFT TURN LANE FOR ABa DEV. (100' STORAGE)
LTEM I DESCRIPTION I UTS I GUA#TiT¥
BASE BiD 6 LANE PAVEMENT
110
160
16&
260
264
264.1
360.1
360.2
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 (commn Berm) IsY
Lime treatment, met. in place IsY
Lime slurry, Ty A., 5X 22.5 #/sy ITON
Lime slurry, Ty A., 5Z 34 #/By C9" Thick) JTON
8" conc. pavement 3000 psi IsY
6" MonoLithic Curb (3000 psi) ILF
6" conc. (Driveways & Median Noses) ISY
6"x6" JiggLe Bar (refL.)CType 1-C) lEA
4" Traffic Button, ghtteCNon-Refi.)CP-7-W) lEA
&" Traffic Button, ghiteCstng.-RefL.)(P-15-W) lEA
2" PVC conduit (Sch. 40) ILF
3" PVC conduit CSch. 40) ILF
4" PVC conduit (Sch. 40) ILF
PuLLboxes lEA
33.44
-226.87
-226.87
200.68
0
3.41
200.61
26.26
10
0
0
0
0
0
0
SUBTOTAL
STATION 195+28 NEDIAN OPENING ,~L~
XTEN I DESCRIPTION I UTS I GUANTZTY
BASE BID 6 LANE PAVENENT I
110
160
16~
260
264
264.1
360.1
560.2
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 (Common Berm) IsY
Lime treatment, mat. in place IsY
Lime slurry, Ty A., 5X 22.5 #/sy ITON
Lime slurry, Ty A., 5~ 34 #/sy (9" Thick) ITO#
8" conc. pavement 3000 psi IsY
6" MonoLithic Curb (3000 psi) ILF
6" conc. (Driveways & Median Noses) ISY
6"x6" JiggLe Bet (refL.)(Type 1-C) lEA
4" Traffic Button, ~hiteCNon-RefL.)(P-7-~) lEA
4N Traffic Button, VhiteCsing.-RefL.)CP-15-~) lEA
2" PVC conduit (Sch. 40) ILF
3" PVC conduit (Sch. 40) ILF
&" PVC conduit (Sch. 40) ILF
PuiLboxes lEA
26.67
-160
-160
1&6.67
1.65
0
160
-120
0
0
-16
-16
111
111
111
I UNiT PRICE I AMOUNT I
S6.60 S220.70
S0.50 (S113.44)
S0.42 (S95.29)
$1.05 SZ10.71
$67.00 SO.O0
S63.00 $214.83
S13.68
S1.00
S24.00 S630.24
S5.00 S50.00
S2.00 $0.00
$6.00 $0.00
52.40 $0.00
$3.00 S0.00
$3.73 $0.00
$127.00 $0.00
$3,817.41
I UNIT PRICE I AMOUNT I
S6.60 S176.02
$0.50 ($80.00)
S0.42 (S67.20)
$1.05 S154.00
$67.00 S110.55
$63.00 SO.O0
S13.68 S2,188.80
$1.00 (S120.00)
S24.00 $0.00
$5.00 S0.00
S2.00 ($32.00)
S6.00 (S96.00)
S2.40 SZ66.&O
$3.00 S333.00
S3.73 S&14.03
$127.00 S508.00
SUBTOTAL S3,755.61
STATION 195+28 NORTHBOUND LEFT TURN LANE (80' STORAGE)
ITEN I DESCRiPTiON I UTS I QUANTITY
110
160
16&
260
264
264.1
360.1
360.2
530.1
672
676.1
676.2
618.1
618.2
618.3
624
BASE BID 6 LANE PAVEMENT
Roaduay Excavation
PLace Topsoil - Hedian~(6' thick)
Broadcast Seeding (Common Berm)
Lime treatment, mat. in place
Lime slurry, Ty A., 5X 22.5 #/ay
Lime slurry, Ty A., 5~ 34 #/sy (9# Thick)
8" cone. pavement 3000 psi
6" #onottthtc Curb (3000 psi)
6" coflc. (Driveways & Median Noses)
6"x6" Jiggle Bar (refi.)(Type 1-C)
4" Traffic Button, white(Hon-Refl.)(P-7-U)
4" Traffic Button, white(sing.-Reft.)(P-15-W)
2" PVC conduit (Sch. 40)
3" PVC conduit (ach. 40)
4" PVC conduit (ach. 40)
Puitboxea
I
ICY 29.74
IsY -204.65
ISY -204,65
laY 178.46
ITOH 0
ITON 3.03
lay 178.38
ILF -45.36
IsY 26.26
lEA 8
lEA 0
lEA 0
ILF 0
ILF 0
ILF 0
lEA 0
UNIT PRICE I AMOUNT
S6.60 $196.28
$0.50 ($102.33)
S0.42 ($85.95)
$1.05 $187.38
S67.00 S0.00
S63.00 S190.89
S13.68 S2,440.24
$1.00 (S45.36){
S24.00 $630.24
$5.00 S40.00
S2.00 S0.00
$6.00 S0.00
S2.40 S0.00
S3.00 S0.00
S3.73 $0.00
$127.00 $0.00
SUBTOTAL S3,451.40
STATION 195+28 SOUTHBOUND LEFT TURN LANE (100' STORAGE)
ITEM I DESCRIPTION I UTS
BASE BID 6 LANE PAVEMENT I
110
160
164
260
264
264.1
360.1
360.2
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 (Common Berm) IsY
Lime treatment, mat. in place ISY
Lime slurry, Ty A., 5X 22.5 #/sy ITOH
Lime slurry, Ty A., 5X 34 #/sy (9" Thick) lION
8" conc. pavement 3000 psi IsY
16" Monolithic Curb (3000 psi) ILF
I 6" conc. (Driveways & Median Moses) IsY
16"x6H Jiggle Bar (refL.)CType 1-C) lEA
I 4" Traffic Button, UhiteCNon-RefL.)(P-7-g) lEA
14" Traffic Button, ~hite(sinR.-RefL.)(P-15-~) lEA
I 2" PVC conduit (ach. 40) ILF
13. PVC conduit (ach. 40) ILF
I 4" PVC conduit (ach. 40) ILF
IPuLiboxes {EA
25.76
- 180.84
- 180.84
154.65
1.74
0
154.58
-45.36
26.26
10
0
0
0
0
O
O
S6.60
$0.50
$0.42
S1.05
S67.00
S63.00
S13.68
S1.00
S24.00
S5.00
S2.00
S6.00
$2.40
$3.00
$3.73
S127.00
S170.02
(S90.42)
(S75.95)
S162.38
S116.58
S0.00
S2,114.65
(S45.36)
S630.24
S50.00
$0.00
S0.00
$0.00
$0.00
$0.00
S0.00
SUBTOTAL S3,032.14
ESTZ#ATED COST OF ADDiTiON OF WEST SiDE TURNOUT AT THE DENTON TAP RD./PARKUAY BLVD iNTERSECTiON
LTE# I DESCRIPTION I UTS I QUANTLTY ] UNIT PRICE I AMOUNT
lO0
110
131
133
260
264.1
360.2
360.3
360.&
530.1
530.2
530.3
618.2
624
666.1
BASE BZD 6 LANE PAVEMENT
IPrepare R.O.U.
Roadway Excavation
Borrow (Detfv.)(d.c.),Type B, CL.3
Remove/RepLace unstable material
Lime treatment, mat. in place
Lime slurry, Ty A., 5X 34 #/ay (9" Thick)
16" #onoLtthLc Curb (3000 psi)
IConcrete street header
18# Conc. Pavement Int. Streets
I 6" cone. (Oriveweys & Median Noses)
IBrfck pavers (Uni-Oecor)
IBrtck pavers (HoLLand I)
I 3. PVC conduit (ach. 40)
IPuLiboxea
118" Stop Bar
I
ISTA O.J~'
ICY 0
ICY 0
ICY 0
ISY 385
ITON 6.6
ILF 60
ISY 370
IsY 17
IsY 168
IsY 17
ILF 898
lEA 10
ILF 34
S4,051.00 Sl,417.85
S6.60 S0.00
S0.10 20.00
S5.00 $0.00
21.05 S40&.25
S63.00 $415.80
$1.00 $42.00
$3.00 S180.00
S16.00 $5,920.00
$24.00 $408.00
$21.00 S3,528.00
S21.00 $357.00
S3.00 $2,694.00
S127.00 $1,270.00
$5.00 $170.00
SUBTOTAL S16,806.90
Sheet
~0.
13
14
15
16
17
24
25
26
27
28
DI~AWZNG LZBT
DENTON TAP ROAD ZMPROVE~ENTB
FROM BA~DY L~KE ROAD TO DENTON CREEK
CHANGE ORDER NO. 2 ~-
Description
Sheet Index and St~mmary of
Quantities
Paving Sta.
Paving Sta.
Paving Sta.
Paving sta.
Paving Sta.
Drainage Sta.
Drainage Sta.
Drainage Sta.
Drainage Sta.
Drainage Sta.
174+00 to 179+00
179+00 to 184+00
184+00 to 189+00
189+00 to 194+00
194+00 to 199+00
174+00 to 179+00
179+00 to 184+00
184+00 to 189+00
189+00 to 194+00
194+00 to 199+00
Revision
No.
5
3
2
3
4
4
4
3
4
5
6
GINN, INC.
CONSULTING ENGINEERS
November 9, 1988
Mr. Russell Doyle, P.E.
City Engineer
City of Coppell
P.O. Box 478
Coppell, Texas 75019
Re: Denton Tap Road Improvements
Creek
from Sandy Lake Road to Denton
- ABQ Median Opening Request
Dear Mr. Doyle:
This letter is in response to your letter concerning the above.
The design of the requested median opening north of Parkway Blvd.
can be included in the scope of our work covering overall design
of the project, and therefore you will not have to go through the
work authorization process.
The procedure for accomplishing this is as follows:
me
Obtain a letter of Financial Commitment from ABQ
Development Company stating that they will pay for the
Engineering, Testing, Inspection, and Construction of
the Median Opening. This letter should state that they
will deposit the funds with the City within 5 days after
the city Council approves a Change Order covering the
construction of the Median Opening.
e
Upon receipt of the above letter of Financial
Commitment, you can authorize Ginn, Inc. to prepare a
Change Order for City Council consideration.
We have enclosed cost estimates for the Change Order and
additional engineering costs. We are prepared to seek the
Contractor's approval of the necessary Change Order, and revise
the drawings accordingly upon receipt of your authorization.
We have also enclosed a letter of response for your signature on
City of Coppell letterhead to Jerry Parche' Consulting Engineers
which covers the above.
Please call me if you have any questions.
Si e y, ,
H. Wayne Gi~n, P.E.
enclosures
cc: John C. Karlsruher, P.E.
17103 Preston Road · Suite 100 · LB 118 · Dallas, Texas 75248 · Phone 214/248-4900
TO
GINN, INC.
Consulting Engineers
17103 Preston Road
Suite 100, LB-l]8
DALLAS, TEXAS 75248
(214) 248-4900
? /
WE ARE SENDING YOU /Attached
[] Shop drawings
[] Copy of Fetter
[] Prints
[] Change order
[] Plans [] Samples
DESCRIPTION
THESE ARE TRANSMiTFED as checked below:
[] For approval
For your use
As requested
[] For review and COmment
[] FOR BIDS DUE
[] Approved as submitted
[] Approved as noted
[] Returned for corrections
[] Resubmit...
[] Submit
[] Return
COpies for approval
COpies for distribution
COrrected prints
19
[] PRINTS RETURNED AFTER LOAN TO US