HomeMy WebLinkAboutResolution No. 2014-031
RESOLUTION NO. 2014-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, APPROVING THE TERMS AND CONDITIONS OF A
CONTRACT AMENDMENT BY AND BETWEEN THE CITY OF THE
COLONY AND AUSTIN BRIDGE & ROAD, L.P. TO ACCOMMODATE
PHASE 2 CONSTRUCTION FOR THE SOUTH COLONY BOULEVARD
GRADE SEPARATION AT S.H. 121, INCORPORATED HEREIN AS
EXHIBIT "A"; AUTHORIZING THE CITY MANAGER TO EXECUTE
THE CONTRACT AMENDMENT; PROVIDING AN EFFECTIVE DATE
WHEREAS, the City and Consultant have entered into an agreement such that the
Consultant is to provide the following services: pavement replacement, waterline revisions,
guard rail removal, minor bridge revisions, and other miscellaneous detail changes; and
WHEREAS, the City has determined that it is in the best interest of the City to enter into
the Contract Amendment with AUSTIN BRIDGE & ROAD, L.P. which is attached hereto and
incorporated herein by reference as Exhibit "A," under the terms and conditions provided
therein.
WHEREAS, with this Contract Amendment the City of The Colony is agreeing to pay
the sum not to exceed $309,957.50 for such work, with funding available through TIRZ No. 1,
NCTCOG/RTR, and city right-of-way acquisition.
THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
THE COLONY, TEXAS THAT:
Section 1. The Contract Amendment, which is attached and incorporated hereto as Exhibit
"A", having been reviewed by the City Council of the City of The Colony, Texas, and found to be
acceptable and in the best interest of the City and its citizens, be, and the same is hereby, in all
things approved in the amount of $309,957.50 and the City Manager is hereby authorized to execute
the Contract Amendment on behalf of the City of The Colony, Texas.
Section 2. That this Resolution shall take effect immediately from and after its adoption
and it is so resolved.
PASSED, APPROVED and EFFECTIVE this 3"' day of JUNE, 2014.
A,T T T: Jo McCourr Mayor
i
ity of The Colony, Texas
F3 4 /I S
ldd rA p f
AJA
Christie ff Wilson, City Secretary
APPROVED AS TO FORM:
SEAL
Jeff Moored City Attorney
TEX AS
63918
CITE' OF THE COLONY
DENTON COUNTY,, TEXAS
ENGINEERING DEPARTMENT
SH 121 Improvement at S. Colony Boulevard
TxDOT CSJ: 0364-03-095
Change Order #3
South Colony Boulevard and SBFR junction revisions to
accommodate Phase 2, flex base replaces C2 embankment and
lime treatment, waterline revisions, deletion of T551 rail, minor
bridge revisions and other miscellaneous detail changes
CITY OF THE COLONY
DENTON COUNTY, TEXAS
ENGINEERING DEPARTMENT
SH 121 Improvement at S. Colony Boulevard
TxDOT CSJ: 0364-03-095
Change Order #3
South Colony Boulevard and SBFR junction revisions to accommodate Phase 2, flex base
replaces C2 embankment and lime treatment, waterline revisions, deletion of T551 rail, minor
bridge revisions and other miscellaneous detail changes
Change Order Package Index
1. Change Order
1.1 Change Order 43 Description and Signatures
1.2 Attachment #I- Revised and Adjusted Pay Items
1.3 Attachment #2- Revised and Added Plan Sheets
2. Change Order Documentation for New Items
2.1 Contractor's Price Proposal for New Item - Flex Base,
Communication Record #I - Roadway Flex Base Alternative Savings
2.2 Contractor Price Proposal for New Items - CGI (Type I) 10',
CGI (Type I)15' Waterline Adjustments and Connect to Existing Main
2.3 Contractor's Price Proposal for New Item 9000-001- Submittal 45
Concrete Beam Shop Drawings - Engineering Support Revision Costs
3. Change Order Pavement Structure Revision Approval
3.1 RFI 45, Flex Base Alternative, Including TxDOT and NTTA Approval
1.1 Change Order #3 Description and Signatures
CHANGE ORDER #3
CITY OF THE COLONY
DENTON COUNTY, TEXAS
ENGINEERING DEPARTMENT
Proposed State Highway Improvement at
S. Colony Blvd,
City of the Colony
TxDOT CSJ 0364-03-095
CONTRACT AMENDMENT - E IT "A"
DATE: May 2, 2014
Contract Amendment No. 3 to the Contract Dated June 0, 2013 between the City of The Colony
Owner) and Austin Bridge & Road, LP (Contractor) as shown below.
Pursuant to the provisions of Texas Department of Transportation Standard Specifications for
Construction and Maintenance of Higl, iways Streets and Bridges 2004, Item 4 Special Provision 004-
0 17, Article 4.4, this Supplemental Agreement, when fully executed, shall constitute the authority to
change the work of the project as follows, including quantities and total dollars:
Contract Amendment Explanation:
The current contract and PS&E depict the construction of Phase 1 SH 121 (SRT) Improvement at
South Colony Boulevard (SCB). The construction phasing has been revised to accommodate
Phase 2 construction junction with Phase 1. This revision modifies the work and quantities at the
intersection of the SBFR and SCB. The items being affected, but not limited to, include
embankment, drainage, removals, HMACP, concrete pavement, grading, etc. This revision
allows permanent concrete pavement to be constructed at this intersection in lieu of the temporary
pavement that would be removed during Phase 2 construction. In order to accomplish this work
in Phase 1 construction, numerous plan sheets required revisions depicting detail changes along
with bid item quantity adjustments. Sealed, dated and signed sheets from the designer are being
added to the contract under this Change Order. Phase 2 SH 121 (SRT) Improvement at South
Colony Boulevard is the construction extending out from the SBFR onto South Colony
Boulevard. The work includes, but not limited to, structures, retaining walls, earthwork, drainage
items, subgrade preparation, HMACP, concrete pavement, pavement markings, etc. These work
items, plan sheets, specifications and associated costs will be added under a future Change Order.
Twenty (20) working days were added via Contract Amendment #2 because of this added work.
Amendment #2 (Change Order 42 TCP) added the revised Traffic Control Plans sheets that depict
the accommodation of Phase 2 with Phase 1.
This Change Order changes the typical sections of the NBFR and SBFR. The original design
showed 26 inch depth of Item 132 Type C2 with lime treatment on the top 12 inches. The revised
typical sections replace Item Type C2 (including lime treatment) with 26 inch depth Item 247 flex
base Type D Grade 2 untreated. This change was approved by the City of The Colony, TxDOT
and the NTTA. Sealed, dated and signed sheets from the designer are being added to the contract
under this Change Order.
Items 132 Ty C, Ty CI and Type C3 are being adjusted under separate Change Order. At that
time, Earthwork Summary Sheets will reflect adjusted locations of Items 132 Ty C2 and Ty C4
shown on this Change Order.
This Change Order includes detailed plan sheets to lower sections of the existing waterline (Lines
"C" & "D") on the SBFR. The waterline was determined to be within the pavement structure.
Also, waterline Line "A" sheet was revised to depict the as-built location. Sealed, dated and
signed sheets from the designer are being added to the contract under this Change Order.
This Change Order revises one driveway and adds two driveways on the SBFR. Sealed, dated
and signed sheets from the designer are being added to the contract under this Change Order.
* This Change Order deletes concrete traffic rail T551 and replaces it with MBGF. The T551 rail
was originally proposed along the SB SRT median to protect bridge bent #4. The SRT will be
widened in the future by replacing the grassed median with concrete pavement. Placing MBGF at
this time will facilitate the future widening work. Sealed, dated and signed sheets from the
designer are being added to the contract under this Change Order.
This Change Order adjusts the temporary special shoring because of the existing field conditions.
Additional shoring is needed because the existing embankment header was not accounted for
during the original quantity computations. Sealed, dated and signed sheets from the designer are
being added to the contract under this Change Order.
This Change Order adjusts the existing ground for retaining wall NBFR-SCB Left layout sheet.
This adjustment was required to correctly depict the existing field condition. Sealed, dated and
signed sheet from the designer is being added to the contract under this Change Order.
This Change Order revised the drainage sheets due to adding Phase 2 junction with the SBFR.
The revision required to add four Curb & Grate Inlets Ty I (10' and 15'). TxDOT CGI (Ty I) -08
standard sheets are being added to the contract. These added inlets match the existing inlets that
now have been removed according to the removal plan sheets. These inlets are needed because
Curb Inlets will conflict with existing utilities. Sealed, dated and signed sheets from the designer
are being added to the contract under this Change Order.
This Change Order adds minor corrections to the bridge sheets. The girder spacing was slightly
adjusted for SCB bridge span #2. This included revising girder design data for TxDOT IGND
standard sheets. This also included revising length of sliding bearing plates. The bridge designer
signed, sealed and dated revised sheets which are being added to the contract under this Change
Order.
a This Change Order added VI bars to pair up with V2 bars and corrected the length of the bars for
3'x5' column details for cross bents. This bridge designer signed, sealed and dated revised sheet
which is being added to the contract under this Change Order. Contractor is tracking this
additional work and will be compensated by a future Change Order.
This Change Order adds concrete riprap Type RR8 and RRq detail sheet that was inadvertently
omitted from the plans.
t This Change Order revises the splice location and fiber optic box locations to meet existing field
conditions. Sealed, dated and signed sheets from the designer are being added to the contract
under this Change Order.
This Change Order revised the pavement marking layout sheets. This revision was needed due to
Phase 2 junction changes and to reflect the latest NTTA standards. Sealed, dated and signed
sheets from the designer are being added to the contract under this Change Order.
At the request of the NTTA, this Change Order adds the latest NTTA trailblazer sign standard
sheet.
Attachment #1 describes the adjusted and added pay items attributed to this Change Order.
Attachment #2 describes the added and revised plan sheets attributed to this Change Order. The
described sheets within this attachment will be added to the existing contract set of plans.
TOTAL CONTRACT AMENDMENT NO. 3: $ 309,957.50
Original Amount of Contract $ 19,999,737.45
Contract Amount after Amendment No. 2 $ 20,068,677.00
Total Amount of Amendment No. 3 $ 20,378,634.50
Requested Additional Number of Calendar Days to Be Considered Prior to the Final Payment: 0
Calendar Trays, The Contract Start Time and Notice to Proceed for this project is November 7, 2013.
With approval of Contract Amendment No.3, 0 Calendar Days will be added to the original project
schedule.
Please sign and return the Contract Amendment to the Engineering Department as soon as possible so
future payments, if any, may be processed.
Thank you.
City of The Colony's offer of proposed change:
Printe ame:_ . ~l tD 1 Date: La 1-4
Title: Contractor: AUSTIN BRIDGE & ROAD, LP
By: Z"U
Printed Name: l k"n _ Date: 5
Title: aj rya
Engineer: VRX, Inc.
c.By:
Printed ~amc:gx~die 1 Date: X012/2
Title: ~IMS e^(ACiQ4 A _ a e P"
1.2 Attachment #I- Revised and Adjusted Pay Items
(ANISE ORDER #3, ATTACHMENT #1
Updated 5/2/;
121 @ S. Colony Boulevard Improvement, TxDOT Project CSI: 0364-03-045
rfNl NO. CONTRACT ADDITIONAL REVISED UNIT DESCRIPTION AND PRICE IN ADDITIONAL Revised
QUANTITY QUANTITY QUANTITY WORDS UNIT PRICE COST Quantity s
Plana Sheel
04-2001 31054 825 31879 SY Sawcut and Remove Existing Concrete $5.00 $4,125.00 21
Paving, various depths, work fully
performed, complete in place for the sum
of five Dollars and no Cents per square
yard.
05-2011 33759 860 34619 SY Salvage, Haul $ Stkpl Reclaimed Asphalt $2.67
o to 6"), work full $2,296.20 21
( y performed, complete
in place for the sum of two Dollars and
sixty-seven Cents per square yard.
96 2002 23 24 EA Remove Existing Inlet, work fully $913.15 $913.15 21
performed, complete in place for the sum
of nine hundred thirteen Dollars and
_ fifteen Cents per each.
96-2007 5596 260 5856 LF Remove Existing Storm Drain 18" to 48", $13.99
$3,637.40 21
work fully performed, complete in place for
the sum of thirteen Dollars and ninety-nine
_ Cents per linear foot.
LO-2068 8 _ -2 6 EA Remove Existing Roadway Illumination $442,87 ($885.74) 21
Assembly, work fully performed, complete
in place for the sum of four hundred forty-
two Dollars and eighty-seven Cents per
each.
LO-2004 62494 1104 63598 CY Excavation, work fully performed, $6.30
complete in place for the sum of six Dollars $6,955.20 22
and thirty cents per cubic yard.
i1-2002 18942 3154 22096 SY Compost Manufactured Topsoil(BOS)(4"), $0,82 $2,586.28 22
furnish and install, work fully performed,
complete in place for the sum of zero
Dollars and eighty-two Cents per square
yard.
,2-2002 20032 2064 22096 SY Block Sodding, furnish and Install, work $2,58 $5,325.12 22
fully performed, complete in place for the
sum of two Dollars and fifty-eight Cents
per square yard.
8-2001 2938 91 3029 MG Vegetative watering, work fully $14.40
$1,310.40 22
performed, complete in place for the sum
of fourteen Dollars and forty Cents per
1000 gallons applied.
2-2026 34263 -33681 582 CY Embankment (Dens Cont)(TY CZ), furnish $26.00
($875,706.00) 22
and install, work fully performed, complete
in place for the sum of twenty-six Dollars
and no Cents per cubic yard.
132 10950 4618 15568 CY Embankment (Dens Cont)(TY C4), furnish $30.00 $138,540.00 22
and install, work fully performed, complete
in place for the sum of thirty Dollars and no
Cents per cubic yard.
7-2053 345 -226 119 CY Flexible Base, work fully performed, $86.00 ($19,436.00) 22
complete in place for the sum of eighty-six
Dollars and no Cents per cubic yard.
r-2054 0 35859 35859 CY FL BS (CMP IN PLC)(TY D GR 2)(FNAL POS), $34.01 $1,219,564.59 22
work fully performed, complete in place for
the sum of thirty-four Dollars and one New Item
Cents per cubic yard.
)-2010 38177 -38177 0 SY 124nch Thick Ume Treatment, work fully $5.00
performed; complete in place for the sum ($190,885.00) 2.2.
of five Dollar and no Cents per square yard.
1-2016 916.2 -916.2 0 TON Furnish Lime material, work fully $135.00 ($123,687.00) 22
performed, complete in place for the sum
of one hundred thirty-five Dollars and no
Cents erton
268 9432 544 9976 TON 4" Dense-Graded Hot-Mix Asphalt $62.00 $33,728.00 22
Underlay, work fully performed, complete
in place for the sum of sixty-two Dollars
and no cents per ton.
267 69 -69 0 ON 2" Surface Dense-Graded Hot-Mix $80.00
($5,520.00) 22
Asphalt, work fully performed, complete in
place for the sum of eighty Dollars and no
Page 1 of 4
.ANGE ORDER #3, ATTACHMENT #1
Updated 5/2/2
121 @ S. Colony Boulevard Improvement, TXDOT Project CSI: 0364-03-095
CONTRACT ADDITIONAL REVISED DESCRIPTION AND ICE IN ADDITIONAL ~ Revised
'EM NO. UNIT UNIT PRICE
QUANTITY QUANTITY QUANTITY _ WORDS COST Quantity s,
Mara Sheet
3267 280 -280 0 TON B' Base Dense-Graded Hot-Mix Asphalt, $75.00
work fully performed, complete in place ($21,000.0®) 22
for the sum of seventy-five Dollars and no
Cents a ton.
50-2003 30752 3114 33866 5Y 10-inch Thick, 4,400 psi Portland cement $52.00 $161,928.00 23
Reinforced Concrete Pavement, work fully
performed, complete in place for the sum
of fifty-two Dollars and no Cents per
saware yard.
i0 2048 1035 -679 356 e SY 10-inch Thick, 4,400 psi Portland Cement $68.00
($46,172.00) 23~
Reinforced HES Concrete Pavement, work
fully performed, complete in place for the
sum of sixty-eight Dollars and no Cents per
z square yard.
12-2001 696 -213 483 CY Concrete Riprap, work fully performed, $280,00
complete in place for the sum of two ($59,640.00) 23
hundred eighty Dollars and no Cents per
cubic yard.
10-2143 260 -260 _ 0 LF TYT551 Concrete Rail, work fully $51.76 ($13,457.60) 23
performed, complete in place for the sum
of fifty-one Dollars and seventy-six Cents
per linear foot.
9-2006 8697 ~ 105 8802 LF Type It Integral Concrete curb, work fully $1.49 _ $156.45 23
performed, construct complete in place for
the sum of one Dollars and forty-nine
Cents per linear foot.
9-2010 2133 -1356 777 LF Type 11 Reinforced Concrete Curb and $16.00 (4 c21,696.00) 23
Gutter, work fully performed, construct
complete in place for the sum of sixteen
Dollars and no Cents per linear foot.
0-2010 247 277 524 SY B" Concrete Driveway, work fully $40.00
performed Including 1" sand cushion, $11,080.00 23
construct complete in place for the sum of
forty Dollars and no Cents per square yard.
)-2002 1358 275 1633 LF Metal Beam Guard Fence, furnish and $20.85
install, work fully performed, complete in $5,733.75 24
place for the sum of twenty Dollars and
eighty-five Cents.
3-2269 10 3 13 EA Delineator Assembly Type(D-SY) ~$18.00 $54.00 24
SZi(FLX)GFZ, furnish and install, work fully
performed, complete in place for the sum
of eighteen Dollars and no Cents per each.
I-2277 33 -3 30 EA Delineator Assembly Type (D-sy) $16.00 ($48.00) 24
SZIJTYC)CTB, furnish and install, work fully
performed, complete in place for the sum
of sixteen Dollars and no Cents per each.
2-2015 1 3 4 EA 124nch Gate Valve, furnish and install, $2,536.53
$7,609.59 23
work fully performed, complete in place for
the sum of two thousand five hundred
thirty-six Dollars and fifty-three Cents per
_ each.
3-2065 0 4 4 FA _ connect to existing 12" Water Main, $2,651.25
furnish and install, work fully performed, $1.0,605.00 23
complete in place for the sum of two New Item
thousand six hundred fifty-one Dollars and
twenty-five Cents per each.
1-2052 0.6 70.6 ~1.2 TN Ductile iron Fitting for water, furnish and $3,551.13 $2,130.68 23
install, including Concrete Blocking, work
fully performed, complete in place forthe
sum of three thousand five hundred fifty-
one Dollars and thirteen Cents per each.
-2002 441 639 1080 LF 124nch AWWA 0900 PVC DR IS (Class $60.88
$38,902.32 23
150) Water Line, furnish and install, work
fully performed, complete in place for the
sum of sixty Dollars and eighty-eight Cents
per linear foot.
Page 2 of 4
1ANGE ORDER #3, ATTACHMENT #1
Updated 5/2/2
121 @ S. Colony Boulevard Improvement, TxDOT Project CSl: 0364-03-095
CONTRACT ADDITIONAL REVISED I3ESCRIPtiOfile~fiEBP6tiCEI11E ADDITIONAL Revised
°EM NO. UNIT UNIT PRICE Quantity si
QUANTITY QUANTITY QUAN71TV WORDS COST
Plan Sheet
64-2003 L. 168 -25 143 LF 18-inch Class III Reinforced Concrete - $60.88 ($1,522.00) -25
Storm Drain (open cut), furnish and install
including Excavation, Embedment and
Backfill, work fully performed, complete in
place for the sum of sixty Dollars and
eighty-eight Cents per linear foot.
54-2005 1585 -29 1556 LF 24-inch Class III Reinforced Concrete $71.02 Storm Drain (open cut), furnish and install ($2,059.58) 25
including Excavation, Embedment and
Backfill, work fully performed, complete in
place for the sum of seventy-one Dollars
and two Cents per linear foot.
i4-2009 254 14 268 LF 36-inch Class III Reinforced Concrete
Storm Drain (open cut), furnish and install $96.39 $1,349.46 25
including Excavation, Embedment and
Backfill, work fully performed, complete in
place for the sum of ninety-six Dollars and
thirty-nine Cents per linear foot.
4-2010 1819 ~ -265 1554 LF 42-inch Class III Reinforced Concrete $116.68 ($30,920.20) 25
Stone Drain (open cut), furnish and install
including Excavation, Embedment and
Backfill, work fully performed, complete in
place for the sum of one hundred sixteen
Dollars and sixty-eight Cents per linear
foot.
4-2011 2671 205 2876 LF 48-Inch pass III Reinforced Concrete $131.90 $27,039.50 25
Storm Drain (open cut), furnish and install
including Excavation, Embedment and
Backfill, work fully performed, complete in
place for the sum of one hundred thirty-
one Dollars and ninety Cents per linear
foot.
2-2001 4929 165 5094 LF Trench Safety for Storm Drain lines $1.01 $166.65 25
furnish and Install where required by OSHA
Standards that are in effect at the time of
bidding, work fully performed, complete in
place for the sum of one Dollars and one
)-2005 17 15 32 CY Cement Stabilized Backfill, work fully $86.24 $1,293.60 25
performed, complete in place for the sum
of eighty-six Dollars and twenty-four Cents
per cubic foot,
Curb Inlet Type E, work fully performed,
i-2002 19 -3 16 ER $3,043.83
($9,131.49) 26
construct complete in place for the sum of
three thousand forty-three Dollars and
eighty-three Cents per each.
°2008 34 -7 27 EA Extension Type E for Curb Inlet, work fully $989,25 c
($6,924.75) 26
performed, construct complete in place for
the sum of nine hundred eighty-nine
Dollars and twenty-five Cents per each.
-2003 1 1 2 EA Drop Inlet Type H with lid, work fully $2,029.22
performed, construct complete in place for $2,®29.22 26
the sum of two thousand twenty-nine
Dollars and twenty-two Cents per each.
-2259 0 1 1 EA Curb and Grate Type 1 (10'), work fully 5580.35 $5,580.35 26 New item
performed, complete In place for the sum Details on New Plai
of Dollars and -Cents per Sheets 297A, 297E
each.
-2290 0 3 3 EA Curb and Grate Type 1(15`), work fully 6567.33 $19,701.99 26 New item
performed, complete in place for the sum Details on New Plat
of Dollars and -Cents per Sheets 297A, 2978
each.
2211 2 -2 0 EA SET (Type 11)(241n)(RCP), work fully $760.96
($1,521.92) 26
performed, construct complete in place for
the sum of seven hundred sixty Dollars and
ninety-six Cents per each.
Page 3 of 4
4ANGE ORDER #3, ATTACHMENT #1
Updated 5/2/:
1121 @ S. Colony Boulevard Improvement, TxD®T Project CSJ: 0364-03-095
CONTRACT ADDITIONAL REVISED DESCRIPTION AND PRICE I ADDITIONAL ~Revisec
rEM NO. UNIT UNIT PRICE Quantltvt S
Qt~At~1T0.~. QUANTITY C;f~~'I'41' WORDS COST Plan Sheei
479 0 2 2 EA Adl Water Une, work fully performed, $ 530.25 $1,060.50 26
complete in place for the sum of five
hundred thirty Dollars and twenty-five New Iten
e is per each.
03-2001 25652 1821 27473 5F Temporary Special Shoring, work fully $12,00 $21,852.00 216
performed, complete In place forthe sum
of twelve Dollars and no Cents per square
_ foot.
000-001 0 1~ 1 LS submittal xs, compensation for $2,916.38 _ $2,916.38 Comm Recc
engineering support for redrawing
concrete beam fabrication sheets #5
attributed to a design revision, work fully New Iterr
performed for the sum of two thousand
nine hundred sixteen Dollars and thirty-
e!Eht Cents-_
TOTAL = $309,957.50
Page 4 of 4
1® Attachment #2- Revised and Added Play Sheets
CHANGE ORDER #3 Attachment #2, SH 121 @ S. Colony Boulevard Improvement,
TxDOT Project CSJ: 0364-03-095 Updated 416/2014
THIS CHANGE ORDER REVISES AND ADDS THE FOLLOWING PLAN SHEETS
Sheet Title Block Date Rev/Add Description Comments
No.
7 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
8 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
9 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
10 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
11 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
12 3/10/2014 1 Typical Sections Changed Subgrade to Flex Base,
clarified fill type
13 3/10/2014 1 Typical Sections Changed Subgrade to Flex Base,
added flex base to NBFR-SCB
14 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
15 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
16 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
16A 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
17 11/5/2013 1 Typical Sections Changed Subgrade to Flex Base
21 3/3/2014 2 Removal Quantities Removal Revisions based on Phase 2
Revised for Phase 2 and
22 4/2/2014 1 Summary of Paving Quantities change to flex base subgrade, separated
quantities by road
Revised for Phase 2, added additional waterline
23 4/9/2014 3c Summary of Paving Quantities lowering, replaced T551 with MBGF
24 2/6/2014 2 Summary of Paving Quantities Revised for Phase 2 an added sewer relocation
Drainage Plan & Profile Summary 25 2/4/2014 1 of Pipe Quantities Revised Line NV, Revised SBFR
Drainage Plan & Profile Storm
26 10/7!2013 2 Sew. Struct. Quantities Revised Storm Lines NV & ST
Removal Layout
132 10/7/2013 2 Sta 535+00 to Sta 545+00 Revised NBFR, Storm Line NV
133 3/14/2014 1 Removal Layout Added S. Colony Blvd Phase 2,
Sta 545+00 to Sta 555+00 Removed UP removal from SCB
Removal Layout
134 10/7/2013 1 Sta 555+00 to Sta 565+00 Extended SBFR Reconstruction
136 12/16/2013 1 Grading Plan Revised SBFR, removed culvert,
Sta 541+00 to 552+00 added SCB
137 12/16/2013 1 Grading Plan
Sta 552+00 to 564+00 Revised SBFR
138 12/16/2013 1 Paving Layout Changed subgrade to flex base
Sta 525+00 to Sta 535+00
139 12/16/2013 1 Paving Layout Sta 535+00 to Sta 545+00 Changed subgrade to flex base
Page 1 of 4
CHANGE ORDER #3 Attachment #2, SH 121 @ S. Colony Boulevard Improvement,
TxDOT Project CSJ: 0364-03-095 Updated 4/6/2014
THIS CHANGE ORDER REVISES AND ADDS THE FOLLOWING PLAN SHEETS
Sheet Title Block Date Rev/Add Description Comments
No.
140 3/14/2014 1 Paving Layout Revised SBFR, added S. Colony Blvd, changed
Sta 545+00 to Sta 555+00 subgrade to flex base
141 12/16/2014 1 Paving Layout Revised SBFR, changed
Sta 555+00 to Sta 565+00 subgrade to flex base
142 10/7/2013 1 Baseline Control SBFR, Ramp S7 Revised SBFR
Baseline Control NBFR-SCB,
145 10/7/2013 1 SCB, SH 121 Extended S. Colony Blvd Alignment
147 10/7/2013 1 Horizontal Control Layout Revised SBFR
Sta 530+00 to Sta 540+00
148 10/7/2013 1 Horizontal Control Layout Revised SBFR
Sta 540+00 to Sta 550+00
149 10/7/2013 1 Horizontal Control Layout Revised SBFR
Sta 550+00 to Sta 560+00
150 10/7/2013 1 Horizontal Control Layout Revised SBFR
Sta 560+00 to Sta 570+00
158 10/7/2013 1 Plan/Profile Revised Profile
Revised SBFR to include Phase 2, Revised
159 10/7/2013 1 Plan/Profile
Profile
Revised SBFR to include Phase 2, Revised
160 10/7/2013 1 Plan/Profile
Profile
161 10/7/2013 1 Plan/Profile Existing Ground Revised
167 11/5/2013 1 Plan/Profile Revised SBFR Stations and Offsets
174 10/7/2013 1 Plan/Profile Revised Profile
177A 2/3/2014 New Sheet S.B.F.R Driveway No. 3 Replaced intersection Layout W/ Driveway
Layout, Replaces sheet 177
177B 3/6/2014 New Sheet S.B.F.R Driveway No. 2 Added Driveway
178 2/3/2014 1 Universal Metro Holdings Revised driveway
Driveway No.1
180 1/27/2014 1 Traffic Rail Lay Out Replaced T551 Rail With M.B.F.G
181 1/27/2014 2 Traffic Rail Lay Out Replaced T551 Rail With M.B.F.G
216 12/05/13 3 Retaining Wall Summary Adjustment to Shoring Quantities
217 01/10/14 1 Retaining Wall Layout Existing Ground Adjustment
242 4/26/2013 1 Temporary Special Shoring Adjustment to Shoring Quantities
Drainage Area Map
269 10/7/2013 1 Sta 530+00 to Sta 545+00 Revised Drainage Area
Drainage Area Map Revised SBFR, added S. Colony Blvd
270 10/7/2013 1
Sta 545+00 to Sta 565+00
273 1017/2013 1 Runoff Calculations Revised SBFR, added S. Colony Blvd
274 10/7/2013 1 Inlet Computations Revised due to adding Phase 2
Page 2 of 4
CHANGE ORDER #3 Attachment #2, SH 121 @ S. Colony Boulevard Improvement,
TxDOT Project CSJ: 0364-03-095 updated 4/6/2014
THIS CHANGE ORDER REVISES AND ADDS THE FOLLOWING PLAN SHEETS
Sheet Title Block Date Rev/Add Description Comments
No.
275 2/4/2014 1 Inlet Computations Revised due to adding Phase 2
276 10/7/2013 1 Storm Sewer Computations Revised due to adding Phase 2
277 10/7/2013 1 Storm Sewer Computations Revised due to adding Phase 2
278 3/14/2014 1 Storm Sewer Computations Revised due to adding Phase 2
279 10/7/2013 1 Drainage Plan/Profile Revised due to adding Phase 2
Revised due to adding Phase 2,
280 10/7/2013 2 Drainage Plan/Profile revised Line NV, Removed Line NV-9b,
replaced with ditch
281 10/7/2013 1 Drainage Plan/Profile Revised due to adding Phase 2
285 10/7/2013 1 Drainage Plan/Profile Revised due to adding Phase 2
286 1017/2013 1 Drainage Plan/Profile Revised due to adding Phase 2
287 2/3/2014 1 Drainage Plan/Profile Revised due to adding Phase 2
288 10/7/2013 1 NBFR Drainage Laterals Revised due to adding Phase 2
Revised due to adding Phase 2,
289 1017/2013 2 NBFR Drainage Laterals revised Line NV, Removed Line NV-9b,
replaced with ditch
292 2/3/2014 1 SBFR Drainage Laterals Revised due to adding Phase 2
293 2/3/2014 1 SBFR Drainage Laterals Revised due to adding Phase 2
294 2/3/2014 1 SBFR Drainage Laterals Revised due to adding Phase 2
294A 2/3/2014 New Sheet SBFR Drainage Laterals Revised due to adding Phase 2
297A 10/7/2013 New Sheet CGI (Ty 1) -08 Revised due to adding Phase 2
297B 10/7/2013 New Sheet Curb & Grate Inlet Type 1 Revised due to adding Phase 2
310 1/27/2014 2 12" Water Line Crossing Added Bends to connect to existing
310B 3/28/2014 New Sheet Water Improvements Added Water line lowering
Water Line "C"
310E 3/28/2014 New Sheet Water Improvements Added Water line lowering
Water Line "D"
322 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Typical Sections Spans 2&3
324 11/5/2013 3 South Colony Blvd Minor Corrections to Bridge Sheets
Foundation Layout
329 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Bent No 2 Left
330 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Bent No 2 Left Details
Page 3 of 4
CHANGE ORDER #3 Attachment #2, SH 121 @ S. Colony Boulevard Improvement,
TxDOT Project CSJ: 0364-03-095 Updated 4/6/2014
THIS CHANGE ORDER REVISES AND ADDS THE FOLLOWING PLAN SHEETS
Sheet Title Block Date Rev/Add Description Comments
No.
331 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Bent No 2 Center
332 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Bent No 2 Right
333 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Bent No 3 Left
334 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Bent No 3 Center
335 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Bent No 3 Right
345 8/29/2013 2 South Colony Blvd Minor Corrections to Bridge Sheets
Framing Plan Span 2
415A 3/17/2014 2 Miscellaneous Details Added V1 bars to pair with
3'x5' column details V2 bars and corrected length
419 8/30/2013 2 Miscellaneous Details Minor Corrections to Bridge Sheets
Sliding Bearing Details
419A 8/30/2013 2 Miscellaneous Details Minor Corrections to Bridge Sheets
Sliding Bearing Details
421 8/16/2013 1 Prestressed Concrete I-Girder Minor Corrections to Bridge Sheets
Designs(Non-Standard Spans)
Prestressed Concrete
421A 8/27/2013 1 1-Girder Designs Minor Corrections to Bridge Sheets
(Non-Standard Spans)
440 3/3/2014 New Sheet CRR & Shoulder Drains Added Detail For Additional Info
484 2/17/2014 1 I.T.S Revised Spliced Location And F/O Box
Sta. 556+00 To Sta. 567+00
485 2/17/2014 1 I.T.S Revised Spliced Location And F/O Box
Sta. 567+00 To Sta. 577+00
497 12/16/2013 2 Pavement Marking Layouts Revised markers to reflect NTTA Standards
498 12/16/2013 2 Pavement Marking Layouts Revised SBFR, Revised markers to
reflect NTTA Standards
499 12/16/2013 2 Pavement Marking Layouts Revised SBFR to include Phase 2, Revised
markers to reflect NTTA Standards
500 12/16/2013 2 Pavement Marking Layouts Revised SBFR to include Phase 2, Revised
markers to reflect NTTA Standards
532A 5/31/2013 New Sheet Sign Details Small Signs NTTA's most recent Trailblazer Sign
Page 4 of 4