HomeMy WebLinkAboutContract 47173 (2)COMPLETION AGREEMENT
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This Completion Agreement ("Agreement) is made and entered into by
and among the City of Fort Worth ("City"), and SUMMERCREEK SOUTH
DEVELOPMENT, LTD._, a Texas TEXAS LIMITED
PARTNERSHIP("Developer"),and PLAINS CAPITAL BANK("Lender"),
effective as of SEPTEMBER 1, 2015. The City, the Developer and the
Lender are hereinafter collectively called the "Parties".
WITNESSETH:
WHEREAS, the Developer owns that certain tract of real property that
contains approximately 21.654 acres that is located in the City, the legal
description of which tract of real property is marked Exhibit "A" — Legal
Description, attached hereto and incorporated herein for all purposes (which
tract of real property is hereinafter called the "Property"); and
WHEREAS, the Developer intends to develop the Property as an
addition to the City through plat FP 013-020 or I;S_; and
WHEREAS, the Developer and the City have entered into a Community
Facilities Agreement relating to the development of SUMMER CREEK
SOUTH, PHASE 4, BLOCKS 11, 13, 16, 17 and 18 (hereinafter called the
"CF A"), and
WHEREAS, the City has required certain assurances of the availability
of funds to complete the streets, street signs and lights, and the water and
sewer utilities for the development of the Property (herein collectively called
the "Community Facilities"), and
WHEREAS, in order to provide such assurances as have been required
by the City, the Lender has agreed to advance certain funds to the City for
Hard Costs (which term is hereinafter defined) subject to, and in accordance
with, the terms, provisions and conditions of this Agreement; and
WHEREAS, the Developer has granted to the Lender as additional
security for the Loan (which term is hereinafter defined) a security interest in
r
all plans and specifications for the development of the Property (hereinafter
collectively called the "Plans"); and
OFFICIAL RECORD
CITY SECRETARY
't FT. WORTH, TX
WHEREAS, the Parties desire to set forth the terms and conditions of
such accommodations as are described above.
NOW THEREFORE, for and in consideration of the benefits to be
derived from the mutual obse -vance by the parties of the terms and conditions
hereof, and for and in consideration of Ten Dollars ($10.00) and other good
and valuable consideration, the receipt, adequacy and sufficiency of which
are hereby acknowledged, the Parties agree as follows:
1. Recitals. The foregoing recitals are true, correct and complete
and constitute the basis for this Agreement and they are incorporated into this
Agreement for all purposes.
2. The Completion Amount. The City and the Developer agree that
the Hard Costs required to complete the Community Facilities in the
aggregate should not exceed the sum of ONE MILLION ONE HUNDRED
SEVENTY FOUR THOUSAND TWENTY-FOUR DOLLARS AND
NINETEEN CENTS.($ 1,174,024.19 ), hereinafter called the "Completion
Amount". 'Notwithstanding the foregoing it is acknowledged that the actual
costs of completion of the Community Facilities may vary as a result of
change orders agreed to by the Parties, but such variances for the purposes of
this Agreement shall not affect the Completion Amount as used herein.
3. Adjustments to the Completion Amount. The Lender may from
time to time make advances to the Developer for the development of the
Property under the development loan that has been made by the Lender to the
Developer for the purpose of financing the costs of constructing the
Community Facilities for the Property (the "Loan") subject to, and in
accordance with, the terms, conditions and provisions of the Loan Documents
(which term is hereinafter defined) evidencing and securing the Loan. Some
of those advances shall be for Hard Costs as specified in the "Approved
Budget" relating to the Loan, a copy of which Approved Budget is marked
Exhibit "B", attached hereto and incorporated herein for all purposes, with
the Hard Costs (which term is hereinafter defined) line items highlighted.
the term "Hard Costs" shall mean the actual costs of construction and
Pogc2 of 13
installation of the Community Facilities. To the extent that advances under
the Loan are for the payment of Hard Costs, the Completion Amount shall be
deemed reduced, dollar for dollar. The Lender may withhold statutory
retainage from any advances under the Loan or pursuant to this Agreement.
All such retainage withheld, to the extent it is attributable to Hard Costs,
shall also reduce the Completion Amount dollar for dollar. All retainage
withheld by the Lender for Hard Costs that are advanced to the City pursuant
to this Agreement shall be released to the City as provided in the Texas
Property Code upon expiration of the statutory retainage period.
4. Completion by the Developer. The Developer agrees to
complete the Community Facilities on or before the date for completion that
is established in the Loan Documents plus thirty (30) days (hereinafter called
the "Completion Date"), in accordance with the CFA, the Plans that are
approved by the Lender and the City and all documents evidencing or
securing the Loan (which documents are hereinafter collectively called the
"Loan Documents"). For the purposes of this Agreement, the development of
the Property shall be deemed complete upon acceptance by the City of the
Community Facilities. The City shall promptly notify the Lender and the
Developer upon such acceptance.
�. Completion by the City. in the event that either: (A) the
development of the Property is not completed by the Completion Date for any
reason whatsoever, or (B) the Developer is in default under the Loan, then the
Lender, at its sole option, may request the City to complete development. The
City may, at its sole option and at the cost and expense of the Developer,
within 10 days from receipt of Lender's request, notify Lender that it will
undertake to complete the Community Facilities and the City shall then
commence, pursue, and complete the Community Facilities in a reasonably
timely, diligent and workmanlike manner in accordance with the Plans,
subject to the terms of this Agreement. The Lender and the Developer agree
that the City may use the Plans as necessary to complete the Community
Facilities.
Page 3of13
If the City does not timely elect to complete the construction of the
Community Facilities, then the Lender may at its election terminate this
Agreement, or at its option, proceed to complete the Community Facilities, or
foreclose on any of its collateral, or take any and all such action as may be
provided under the Loan Documents.
6. Advance of Completion Costs to the City and Delivery of Hard
Costs Collateral to the City. In the event the Lender has requested the City
and the City has elected to complete the Community Facilities, Lender shall
transfer to the City all remaining undisbursed LIard Costs specified in the
Approved Budget within 10 days of the date that the City elected to complete
and provided Lender with written notice of such election.
The Developer hereby authorizes and instructs the Lender to make the
transfer of any remaining undisbursed Hard Costs specified in the Approved
Budget to the City within 10 days of notification that the City elects to
complete the Community Facilities.
In the event the cost to complete the Community Facilities exceeds the
moneys transferred to the City, City shall notify Lender and Developer in
writing of the need of additional funds. The additional funds required to
complete the Community Facilities shall be delivered to the City within 10
business days following notification to Lender and Developer. Failure to
deliver the additional funds shall relieve the City of the obligation to
complete the Community Facilities, in which event City shall use the Hard
Costs funds in its possession to pay the contractor(s) all funds due it/them.
Any remaining undisbursed Hard Costs shall be returned to Lender within a
reasonable time.
7. Completion by the Lender,. The Lender may, at its discretion,
but shall not be obligated to, undertake to complete the Community Facilities
if there is any default under any Loan Documents in lieu of requesting the
City to complete the Community Facilities. If the Lender elects to complete
the Community Facilities, any Hard Costs it expends shall, dollar for dollar,
reduce the Completion Amount.
Pare 4 of 13
8. Easements. In the event the City or the Lender undertakes the
completion of the Community Facilities, the Developer (and to the extent
necessary the Lender) grants to the City and the Lender open access to the
Property and shall execute and deliver such temporary easements over and
across the entirety of the Property for the purpose of access and use for the
completion of the construction of the Community Facilities in accordance
with this Agreement. To the extent requested by the City and the Lender,
written temporary construction easements in form acceptable to the City and
the Lender shall be executed by the Developer and filed of record. Nothing
in this paragraph shall reduce any rights of the Lender or obligations of the
Developer under the Loan Documents.
9. Lender's Rights. Nothing in this Agreement shall affect any
portion of the Lender's collateral for the Loan or limit or impair the Lender's
right to foreclose the same or deal with the collateral as it elects in
accordance with the Loan Documents.
10. Satisfaction of the Citv Requirements. The City agrees that the
assurances and covenants contained in this Agreement satisfy all
requirements of the City with respect to payment and performance bonds or
other requirements for security in connection with the development of the
Property and the completion of the Community Facilities that are contained in
the CFA or in any other agreement relating thereto, and the City hereby
accepts the assurances and covenants contained herein in lieu thereof. To the
extent the CFA irreconcilably conflicts with this Agreement, the provisions
of this Agreement shall control.
11. Termination. `Phis Agreement shall terminate upon the earlier to
occur of the following: (a) acceptance by the City of the Community
Facilities; (b) mutual written agreement of all of the Parties; or (c) the
reduction of the Completion Amount to zero. however, release of the plat
shall be governed by paragraph 12 hereof and termination pursuant to (b) or
(c) of this paragraph 11 shall not require the City to release the plat.
r 1 3
12. Final Plat, The Parties acknowledge and agree that the City
shall hold the final plat of the Property until the Community Facilities are
completed and accepted by the City and all Hard Costs contractors have been
paid, less retainage. Upon acceptance by the City and receipt of evidence
from the Developer showing that all Hard Costs contractors have been paid,
including but not necessarily limited to lien waivers and bills paid affidavits,
the City shall within a reasonable time file the final plat for the Property in
the Plat Records of the county where the Property is located. The purpose of
the City retaining the final plat of the Property as provided herein is to
guarantee the Developer's obligations under the CFA are completed.
13. Construction Contracts. Developer agrees to include in each
Construction contract that it enters into for the completion of the Community
Facilities the following:
a. A statement that the City is not holding any security to guarantee any
payment for work performed on the Community Facilities;
b. A statement that the Property is private property and that same may
be subject to mechanic's and materialman's liens;
c. A requirement that each contractor contracting with the Developer
release the City from any claim that is related to the Property; and
d. A requirement that each contractor contracting with the Developer
include in each subcontract the statements contained in a., b. and c.
above.
14. Miscellaneous.
A. Non -Assignment of Agreement. This Agreement may not be assigned
by any of the Parties without the prior written consent of all the other
Parties.
B Notice. Any notice required or permitted to be delivered under this
Agreement shall be deemed received on actual receipt by the
appropriate party at the following addresses:
(i) Notice to the City shall be addressed and delivered as follows:
t L� v or 13
and/or
City of Fort Worth
Planning and Development Department
1000 Throckmorton Street
Foit Worth, Texas 76102
Attention: CFA Division
David Schroeder, Development Manager
Email: David.Schroederafortworthgov.org
Confirmation Number: 817-392-2239
Attention: CFA Division
Jana Knight, Administrative Assistant
Email: Jana. Knightafortworthgov org
Confirmation Number: 817-392-2025
With a copy thereof addressed and delivered as follows:
Douglas W. Black
Office of the City Attorney
City of Foit Worth
1000 Throckmorton Street
Fort Worth, Texas 76102
Confirmation Number: 817-392-7607
(ii) Notice to the Developer shall be addressed and delivered as
follows:
SUMMERCREEK SOUTH DEVELOPMENT, LTD.
TIMOTHY H. FLEET
3045 LACKLAND ROAD
FORT WORTH, TEXAS 76116
817-717-7136
race 7 of 13
Notice to the Lender shall be addressed and delivered as follows:
PLAINS CAPITAL BANK, LYNN MONTGOMERY]
3707 CAMP BOWIE AND WESTERN PLACE
FORT WORTH, TEXAS 76107
817 258-3762
A party may change. its address for notice upon prior written notice to the
other parties pursuant to the terms hereof.
C. Texas Law to A.ppiv. This Agreement shall be construed under and in
accordance with the laws of the State of Texas.
D. Parties Bound. This Agreement shall be binding upon and inure to the
benefit of the Parties and their respective legal representatives,
successors and assigns.
F Leal Construction. In case any one or more of the provisions
contained in this Agreement shall for any reason is held to be invalid,
illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability shall not affect any other provision of this Agreement,
and this Agreement shall be construed as if such invalid, illegal, or
unenforceable provision had never been contained in this Agreement.
I. Prior Agreements Superseded. This Agreement constitutes the sole
and only agreement of the Parties with respect to the subject matter
hereof and supersedes any prior understandings or written or oral
agreements among the Parties concerning the subject matter hereof;
provided, however, that this Agreement shall not supersede, amend or
modify any of the Loan Documents or any portion thereof.
G. Amendment. This Agreement may only be amended by a written
instrument executed by all of the Parties to his Agreement.
H. Headings. The headings that are used in this Agreement are used for
reference and convenience purposes only and do not constitute
Paue $ of 13
substantive matters to be considered in construing the terms and
provisions of this Agreement.
(REMAINDER OF PAGE INTENTIONALLY LEFT' BLANK)
Executed IN QUADRUPLICATE by the Parties hereto:
CITY OF FORT WORTH:
Tom_` iI5 5 £ HAPA
Assistant City Manager
Date: 1,a'A 3---/
APPROVED AS TO FORM:
Douglas W. Black
Assistant City Attorney
ATTEST:
Mary J. 'ta ear
City Secretary
M&C:
Date:
1
DEVELOPER:
Name: Timothy E
Title: President
Fleet
Date: jc3' �i'6
LENDER: PL4IAJS t14p1 nt gfiNk
Name:
Title:
LYivf�/l�n/'rc�arAL-i-z Y
fie C5 ( DEYkri
ien G\e-e:\ ,
the "Guarantor"
of the Development Loan, is executing this Completion Agreement for the
sole purpose of acknowledging that advances that are made by the Lender
pursuant to this Completion Agreement shall be deemed to be advances that
are made under the Loan that shall be subject to and covered by the Loan
Documents and the Guaranty Agreement that was executed by
�) Ptett.
Page 10 or 13
LIST OF EXHIBITS TO THE COMPLETION AGREEMENT
EXHII3IT A - LEGAL DESCRIPTION
EXHIBIT B - APPROVED BUDGET
Pact :1 of 13
EXHIBIT A
Page 12 of 13
PROPERTY DESCRIPTION
Being a tract of land situated In the J.J. Albirado Survey, Abstract No. 4 and the R. J. Ware
Survey, Abstract No 2008 and being a portion of that 162 186 acre tract of land described in a
deed to Lewisville 7 Partners, Ltd. and recorded in Volume 11870, Page 1303, Deed Records,
Tarrant County, Texas.
Beginning at a 5/8 inch iron rod with cap found for northwest comer of Lot 1, Block 11, Summer
Creek South, Phase 3 an addition to the City of Fort Worth as shown on the map recorded in
County Clerk's File No. D206108553, Plat Records, Tarrant County, Texas. The point of
beginning is also in a southerly nght-of-way line of West Risinger Road (a variable width right-of-
way);
Thence S 17 degrees 23 minutes 19 seconds E, leaving said southerly right-of-way line, along
the west line of said Lot 1, a distance of 15.00 feet to a 5/8 inch iron rod with cap found for the
southwest corner of said Lot 1 and the northwest corner of Lot 2, Block 11, said Summer Creek
South, Phase 3;
Thence S 13 degrees 30 minutes 15 seconds E, along the west line of said Lot 2, a distance of
252.55 feet to a 5/8 inch iron rod with cap found for the southwest corner of Lot 5 and the
northwest corner of Lot 6, Block 11, said Summer Creek South, Phase 3;
Thence S 15 degrees 35 minutes 48 seconds E, along the west line of said Lot 6, a distance of
138.28 feet to a 5/8 inch iron rod with cap found for an angle point in the southerly line of Lot 7,
Block 11, said Summer Creek South, Phase 3;
Thence S 54 degrees 45 minutes 13 seconds E, along the southerly line of said Lot 7, a distance
of 299.35 feet to a 5/8 inch iron rod with cap found for the southeasterly corner of Lot 11 and the
most westerly southwest corner of Lot 12, Block 11, said Summer Creek South, Phase 3;
Thence S 24 degrees 00 minutes 58 seconds E, along the southerly line of said Lot 12, a
distance of 26 64 feet to a 5/8 inch iron rod with cap found for the most southerly southwest
comer of said Lot 12;
Thence S 84 degrees 50 minutes 45 seconds E, continuing along the southerly line of said Lot
12, a distance of 104.47 feet to a 5/8 inch iron rod with cap found in the west right-of-way line of
Grazing Lane (a 50 right-of-way) for the southeast corner of said Lot 12 and the beginning of a
non -tangent curve to the left having a radius of 250.00 feet and whose long chord bears S 03
degrees 44 minutes 55 seconds E, a distance of 77.38 feet;
Thence in a southerly direction along said curve to the left and with said west right-of-way line,
through a central angle of 17 degrees 48 minutes 21 seconds, an arc length of 77 69 feet to a 5/8
inch iron rod with cap found at the end of said curve;
Thence N 77 degrees 20 minutes 54 seconds E, a distance of 50.00 feet to a 5/8 inch iron rod
with cap found in the east right-of-way line of said Grazing Lane for the southwest corner of Lot 1,
Biock 16, said Summer Creek South, Phase 3;
Thence S 87 degrees 11 minutes 50 seconds E, along the south line of said Lot 1, a distance of
154.07 feet to a 5/8 inch iron rod with cap found for the southeast corner of Lot 2 the
southwesterly corner of Lot 3 and the northwesterly corner of Lot 4, Block 16, said Summer Creek
South, Phase 3;
Thence S 34 degrees 37 minutes 34 seconds E, along the westerly line of said Lot 4, a distance
of 77.60 feet to a 5/8 inch iron rod with cap found for the southwesterly comer of said Lot 4 and
the northwesterly comer of Lot 5, Biock 16, said Summer Creek South, Phase 3;
Thence S 40 degrees 41 minutes 32 seconds E, along the westerly line of said Lot 5, a distance
of 181.65 feet to a 5/8 inch iron rod with cap found for the most southerly southwest corner of Lot
7 Block 16, said Summer Creek South, Phase 3;
Thence N 89 degrees 28 minutes 49 seconds E, along the south line of said Lot 7, a distance of
240.00 feet to a 5/8 inch iron rod with cap found for the most southerly southeast comer of Lot 8,
Block 16, said Summer Creek South, Phase 3;
Thence N 00 degrees 49 minutes 23 seconds W, along the east line of said Lot 8, a distance of
208.92 feet to a 5/8 inch iron rod with cap found for the northeast corner of Lot 9 and the
southeast corner of Lot 10, Block 16, said Summer Creek South, Phase 3;
Thence N 04 degrees 30 minutes 36 seconds W, along the east line of said Lot 10, a distance of
45.64 feet to a 5/8 inch iron rod with cap found for the southwest corner of Lot 17 Block 16, said
Summer Creek South Phase 3;
Thence N 89 degrees 10 minutes 37 seconds E, along the south line of said Lot 17, a distance of
122.93 feet to a 5/8 inch iron rod with cap found in the west right-of-way line of Grassy Hill Lane
(a 50 right-of-way) for the southeast corner of said Lot 17;
Thence S 00 degrees 49 minutes 23 seconds E, along the west right-of-way line of said Grassy
Hill Lane, a distance of 2.46 feet to a 5/8 inch iron rod with cap found;
Thence N 89 degrees 10 minutes 37 seconds E, leaving the west right-of-way line of said Grassy
Hill Lane, at 50.00 feet passing the southwest corner of Lot 23, Block 13, said Summer Creek
South, Phase 3, a total distance of 170 00 feet to a 5/8 inch iron rod with cap found for the
southeast comer of said Lot 23;
Thence S 00 degrees 49 minutes 23 seconds E, along the east line of said Lewisville 7 Partners,
Ltd. Tract, a distance of 543.55 feet to an axle bolt found for the southeast corner of said tract,
Thence S 89 degrees 28 minutes 49 seconds W, along the south line of said Lewisville 7
Partners, Ltd. Tract, a distance of 1415.86 feet to a 5/8 inch capped iron rod set;
Thence N 05 degrees 45 minutes 04 seconds E, leaving the south line of said Lewisville 7
Partners, Ltd. Tract, a distance of 110.61 feet to a 5/8 inch capped iron rod set at the beginning of
a non -tangent curve to the right having a radius of 50 00 feet and whose long chord bears N 27
degrees 41 minutes 22 seconds W, a distance of 83.45 feet;
Thence in a northerly direction with said curve to the right, though a central angle of 113 degrees
07 minutes 10 seconds, an arc length of 98.72 feet to a 5/8 inch capped iron rod with set at the
beginning of a reverse curve to the left having a radius of 30.50 feet and whose long chord bears
N 14 degrees 10 minutes 55 seconds E, a distance of 15.47 feet;
Thence in a northerly direction with said curve to the left, through a central angle of 29 degrees
22 minutes 36 seconds, an arc length of 15.64 feet to a 5/8 capped iron rod set;
Thence N 00 degrees 30 minutes 23 seconds W, a distance of 38.58 feet to a 5/8 capped iron rod
set;
Thence S 89 degrees 29 minutes 37 seconds W, a distance of 125.63 feet to a 5/8 inch capped
iron rod set in the east right-of-way line of Summer Creek Road (a variable width right-of-way) at
the beginning of a non -tangent curve to the left having a radius of 891.24 feet and whose long
chord bears N 01 degrees 43 minutes 49 seconds W, a distance of 130.54 feet;
Thence in a northerly direction with said curve to the left and with said east right-of-way line,
through a central angle of 08 degrees 24 minutes 00 seconds, an arc length of 130.66 feet to a
5/8 inch iron rod with cap stamped "Gorrondona" found;
Thence N 02 degrees 28 minutes 11 seconds W, continuing along said east right-of-way line, a
distance of 70 55 feet to a 5/8 inch iron rod with cap stamped "Gorrondona" at the beginning of a
curve to the left having a radius of 3,167 24 feet and whose long chord bears N 04 degrees 05
minutes 02 seconds W, a distance of 178.42 feet;
Thence in a northerly direction with said curve to the left and with said east right-of-way line,
through a central angle of 03 degrees 13 minutes 41 seconds, an arc length of 178.44 feet to a
5/8 inch iron rod with cap stamped "Gorrondona" found;
Thence N 06 degrees 05 minutes 42 seconds W, continuing along said east right-of-way line, a
distance of 43 92 feet to a 5/8 inch iron rod with cap stamped "Gorrondona" found at the
beginning of a curve to the left having a radius of 3,167.21 feet and whose long chord bears N 06
degrees 53 minutes 49 seconds W, a distance of 44 75 feet;
Thence in a northerly direction with said curve to the left, and with said east right-of-way line,
though a central angle of 00 degrees 48 minutes 34 seconds, an arc length of 44.75 feet to a 5/8
inch iron rod with cap stamped "Gorrondona" found at the beginning of a reverse curve to the
right having a radius of 937.76 feet and whose long chord bears N 04 degrees 49 minutes 14
seconds W, a distance of 81.20 feet;
Thence in a northerly direction with said curve to the right and with said east right-of-way line,
through a central angle of 04 degrees 57 minutes 45 seconds, an arc leng th of 71.22 feet to a 5/8
inch iron rod with cap stamped "Gorrondona" found at the beginning of a reverse curve to the left
having a radius 982.24 feet and whose long chord bears N 05 degrees 56 minutes 08 seconds
W, a distance of 123.23 feet;
Thence in a northerly direction with said curve to the left and with said east right-of-way line,
through a central angle of 07 degrees 11 minutes 34 seconds, an arc length of 123.31 feet to a
5/8 inch iron rod with cap stamped "Gorrondona" found;
Thence N 09 degrees 31 minutes 55 seconds W, continuing along said east right-of-way line, a
distance of 141.56 feet to a 5/8 inch iron rod with cap stamped "Gorrondona" found at the
beginning of a curve to the right having a 50.00 feet and whose long chord bears N 34 degrees
04 seconds 29 minutes E, a distance of 68 97 feet;
Thence in a northeasterly direction with said curve to the right and with said east right -of- way line,
through a central angle of 87 degrees 12 minutes 49 seconds , an arc length of 76.11 feet to a 5/8
inch iron rod with cap stamped "Gorrondona" found;
Thence N 77 degrees 40 minutes 52 seconds E, continuing along said east right -of way line, a
distance of 4.55 feet to a 5/8 inch iron rod with cap stamped "Gorrondona" found;
Thence N 11 degrees 44 minutes 24 seconds W, continuing along said east right -of —way line, a
distance of 10.06 feet to a 5/8 inch iron rod with cap stamped "Gorrondona" found in the
southerly right-of-way line of Risinger Road (a variable width right-of-way) and being at the
beginning of a non -tangent curve to the left having a radius of 2 360.00 feet, and whose long
chord bears N 75 degrees 26 minutes 08 seconds E, a distance of 232.54 feet;
Thence in an easterly direction along said curve to the left and with said southerly right-of-way
line, through a central angle of 05 degrees 38 minutes 52 seconds, an arc length of 232.64 feet to
the POINT OF BEGINNING and containing 943,260 square feet or 21.654 acres of land.
EXHIBIT B
Page 13 or 13
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
SUMMER CRl':rK SOl'TIJ PHASE 4
UNIT PRICE BID
l3idlist Item NoI
3311.0161
3311 02.('I
3312 3002
3312.3003
3312.0117
3312.000i
3311.0001
3305.0109
3312.2003
3312 2004
Protect Item Information
Description
a" PVC iVater Pipe
R" PVC \Vater Pipe
6" Gate Valve
R" Gate Valve
Connect to Existing 4-12" \Vater Main
Fire } Ivdrnnt
Ductile Iron Water Fittings
Trench Safety
11 \Vater Service
1" Water Service to HO,\ lots
Specification
Section No
Unit of
Measure
UNIT 1: WATER IMPROVEMENTS
33 11 12
33 11 12 LF
33 122 20 EA
33 12 20 EA
33 12 25 EA
{ 33 12 40 EA
33 11 II TON
33 05 10 LF
33 12 10 1 EA
33 12 10 EA
00 42 43
DAP -131D PROPOSAL
Pave 1017
8/24/2015
Bidder's Application
13id
Quantity
50
3,795
5
9
2
5
3
3.545
90
4
1
1
1
1
TOTAL UNIT I: WATER IMPROVEMENT$
Bidder's Proposal
Unit Price
$20.0(}
$31.00
S800.001
SI,I00.Otl
$ I .000.00{
C2,700.00
$2.000.0C
$0.10
$650 00
$750 O(li
1
1
1
1
Rid Value
S 1,000.0C
$i 17,645.01
$4,000.OLj
$9,900.001
$2.000.0(l
$13,500 0('
$0.000.00
$384.5(
$58,500 01
$3,000.00
$215,929.50
CITY Ol• FORT wortni
STANUARU IUtesnte I ION SPFCIFICATION Dort:NuFNT
1 orm Version April 2014
DEVELOPER AWARDED PROJECTS
aJ 42 43 nid Proposal DAP SLAW- - CRPEK SOUTHPH \Sii 4 • I158C- oa- 4- 5
i
UNIT PRICE BID
13idlist Item No
3331.4115
3331.4116
3339.1001
3339.1 003
3339.0001
3331,3102
3301.0002
3339J_0002
3305.0109
3305.01 13
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
SUMMER CREEK SOUTH, PlL-%SE t
Project Item Information
Descript ion
8" PVC Smer Pipe
8" PVC Sewer Pipe, CSS Backtill
IT Manhole
14' Extra Depth Manhole
lEpoxy Manhole Line
J4" Sewer Service, Two-way eleanout
I Post -CCTV Inspection
Manhole Vacuum Testing
'French Safety
'French Water Stops
Specification
Section No.
1 nit of
Measure
(i(i 42 43
DAP • RID PROPOSAL
Pap 2 or 7
8/24/ 20 15
Bidder's Application
Bid
Quantity
UNIT II: SANITARY SEWER IMPROVEMENTS
. .. _ .. .- 33 31 20 J LF
331I 10 1 LF
33 39 20 EA
33 39 20 VF
33 39 60 VI�
33 31 50 EA
33 01 31 LE
33 01 30 EA
33 05 10 LF
33 05 10 E;1
3,272
128
21
25
16
90
3,400
21
3,400
5
TOTAL UNIT II: SANITARY SEWER 1MPROVEMENTO
Bidder's Proposal
Unit Price
$28.00
$50.0O
$2,700,001
S150.001
S225.001
$400.001
$3.001
S150.001
SO.50I
$400,0t:
I3id Value
1
S91,6I6.0CC
$6,400.001
S56,700.001
S3,750.0
S3,600.0(
S36,000.Ot
S 10,200.001
S3,150.0Cd
S 1,700.0
$2,000.001
$215,116.00
irrTY OF FORT WORTH
S FANDARD CONS} RUCTION SPECIFIC. 11ON DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version April 2. 2014
!;:) 412 43 13id Proposal DAP StthI ytl:R CREEK SOS?TIE PIIASE 4 - ' I3%C'• 08-24 I
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
SUMMER CREEK SOL TEl l RASE 4
UNIT PRICE BID
liidlist Item Not
3305.0109
334/.0309
3341.0208
3341.0205
3341.0201
3349.0001
3349,5001
3349.5003
Project Item Information
Description
Trench Safety
36" RCP, Class III
27" RCP, Class III
24" RCP, Class III
21" RCI', Class1t1
4' Storm Junction Manhole E3ox
10' Curb Inlet
20' Curb Inlet
Specification
Section No
00 42 43
OAP • DID PROPOSAL
Page 3 or7
8/2412015
idder's Application
Unit of 1 laid
Measure Quantity
UNIT III: DRAINAGE IMPROVEMENTS
33 05 10
33 41 10
33 41 10
33 41 10
33 41 10
33 49 10
33 49 20
33 49 20
1
LP
LF
l.P
1.F
LF
EA
EA
EA
424
140
188
55
41
3
2
TOTAL. UNIT III: DRAINAGE IMPROVEMENT$
13idder's Proposal
Unit Price
$0.501
$1 ss.001
$155.001
$135.001
$130.001
$4,600.00
$3,250.00
$4,750.0
Bid Value
1
$212.001
$25,900.CC1
$29,140.0
$7.425.0
$5,330.0
$4.600.001
$9.750.00
$9,500.00
$91,857.00
CIT'i OF FORT woar11
STANDARD CONSTRUCTION SPECIFICATION DOCI'NIENTS- D
Form Version April 2, 21314
ELOPER AWARDED PROJECTS
Cn
4) Did Pmpusa! DAP SUNINIER CREEK SOt.11I PHASE 4
158C-;18-24-I5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
SUMMER CREEK PHASE:4
UNIT PRICE BID
t3idlist Item NoI
3213.0101
3211.0501
321i.0400
3213.0301
3213.0501
3441.4003
3471.0001
Project Item Information
Description
6" Cons: Pvmt
6" Lime' f'reatment t8°u)
Ihdrate Lime
4" Concrete Sidewalk
Barrier Free Ramp - Type R-1
'Furnish K install Ground Mount Sian Post and Sign
Traffic Control
Specification
Section No.
Unit of
Nleasure
UNIT IV: PAVING IMPROVEMENTS
32 13 13 1 SY
32 1 1 29
32 11 29
32 13 20
32 13 20
34 41 30
34 71 13
SY
'l'N
SF
FA
EA
MO
00 42 43
DAP - 1310 PROPOSAL
Page 4 of',
8/24/2015
Bidder's Application
Bid
Quantity
13.593
14,477
217
1820
8
5
3
TOTAL UNIT IV: PAVING IMPROVEMENT
Bidder's Proposal
Unit Price
$35.73
$2.15
$ l 59.00
$4.75
$1,405.00
$475.00
$585.00
Bid Value
$485,677.81
$31,125.51
$34,503.00
$8,645A0
$1 1,240.0r
S2,375.01
S1,755.01
$575,321.44
ciry OF FORT \\ ORTII
541 \ND.\I2D CONS IRLI 10\ SPECIFICATION DOCL'VEKI'S - DEVELOPER AW 510) 1 PROJECTS
Loon 1'ercicn April 2, 20!4
12 f;BidP:a
;sal DAI' gummt?R eg) So('TH 1'I IASI
4.II58C-n
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
SUMMER CREEK SOUTH PRASE 4
UNIT PRICE BID
Bidlist Item NoI
3441.1502
9999.0000
3441.3301
2605.3015
3441.3401
Project lu.m Information
Description
UNIT V: STREET
Furnish/Install Ground I3ox, Type B
Rdwy Blum Assembly TY D-25, 70W LED Signle
Furnish/Install Rdwy illuin Foundation TY 1, 2 and 4
2 Inch Conduit PVC SCH 80 {T)
6-6-6 Triplex Alum Electric Conductor
Specification
Section No.
Unit of
Measure
GV 42 4.3
DAP - RID PROPOSAL
Page 5 of 7
8/24/2015
Bidder's Application
Bid
Quantity
LIGHTING IMPROVEMENTS
3441 10 EA 16
34 -I 1 20
34 41 20
26 05 33
34 41 10
EA
I.F
CLl'
16
16
1095
1095
TOTAL UNIT V: STREET LIGHTING IMPROVEMENT$
Bidders Proposal
Unit Price
$525.00
$2,765.00
$835,00
$5.85
$3.10
BiJ Value
1
1
$8,400.09
$44,240 O(
$13,360.0(
$6,405.751
$3,394.501
1
1
$75, 800.251
ern' (Nitta \VORTi1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS .
Pone Version .\pia 2, 3014
VELOPER AWARDED PROJECTS
00 42 43 (lid Pn'Posal DAP SUMMER. CItFEK SOUT11 PHASE 4 - 115SC- e I-24-15
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
SUMMER 4-REEKSOUTH PHASE 4
UNIT PRICE BID
I3idlist Item No
Project Item Information
Description
Specification
Section No.
Unit of
Measure
I3iti Summary
UNIT is WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
WI, 42 43
DAP • BID PROPOSAL
Paue7ur7
S/24r2015
Bidder's Application
Bid
Quantity
Total Construction Bid
Bidder's Proposal
Unit Pci
Bid Value
$215,929.50
$215,116.00
____ $91,857.00
$575,321.44
$75, 800.25
$1,174,024.19
Contractor agrees to complete WORK for FINAL ACCEPTANCE # days calendar days after the date when the
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
CI rP OF FUR r WORTH
STANDARD CONSTRUCRUN SPt-C'IFIC'ArIUN DOCU>IENTS - DEVELOPER AWARD PROJECTS
Form \'e,=ion April :, 2l''14
43 Ilii PruposaS DAP StiXTh.WR C RES-F SOUTH PILkSE 4 • 1158C'-SS-14-I$
1
1
•
a
0
tu
w
-J
TRAIL.
R rqY
ZDANCE TRA/C
SUMMER
111A11411-
N.T.S.
W RISINGER ROAD
BREEZWIND LN
PROJECT
LOCA TION
LOCATION MAP
"SUMMER CREEK SOUTH, PHASE 4"
ELCH ENO
CONSUL 77NG ENGINEERS
D.O E NO. 7179
WATER NO. P265-6061502220
SANITARY SEWER NO. P275-7061302220
STREET/STORM DRAIN NO. W-2299
CITY PROJECT NO. 02220
X-22536
Q INC.
Lt J �c>- —
CEDAR BRUSH
COURT \
POP 8"Wtim
) i
f-�
r
10 f _ CEDAR BRUSH DRIVE NN
mil-= 1 ` I I I I t\sal
1 i i I I I I I
`t 11 1 I ( I I
/ Cr, N
/ t 1
GRASSY HILL LA I E
100% DEVELOPER'S COST
8" WATER LINES, FIRE HYDRANTS,
GATE VALVES AND ASSOCIATED
APPURTEN ANCES
EXHIBIT "A"
WATER IMPROVEMENTS
"SUMMER CREEK SOUTH, PHASE 4"
R
__J
J
D.O E NO. 7179
WATER NO. P265-6061502220
SANITARY SEWER NO. P275-7061302220
STREET/STORM DRAIN NO. W-2299
CITY PROJECT NO. 02220
X-22536
WELCH G E G, I NC.
CONSUL 77NG ENG/NEERS
!MI tMJ.4. MIti
CEX
c
rm
0
rn
70
0
0
\ / l
f CEDAR BRUSH
COURT \
1
I
1 J
--S-- CEDAR BRUSH DRIV05.1111111
-73I I I I
473
1
! I r I -=r "--i --- -.
i I I I I I I i/
II I I i
i l ___ 1 P i
/
J
1
1
If PROP Bits
iI „I 11
II
--ice — . II I
GRASSY HILL LANE PROP &SS -
i
100% DEVELOPER'S COST
8" SANITARY SEWER UNES
AND ASSOCIATED APPURTENANCES
EXHIBIT "A-1
SEWER IMPROVEMENTS
"SUMMER CREEK SOUTH, PHASE 4"
SCALE: 1 "=300'
D.O.E. NO. 7179
WATER NO. P265-6061502220
SANITARY SEWER NO. P275-7061302220
STREET/STORM DRAIN NO. W-2299
CITY PROJECT NO. 02220
X-22536
WELCHENGINEERING, I NC.
CONSUL T/NG ENG/NEERS
•LIb4 IhI4*4 kJh!
EX 30`RCPL_,..� "' X� =--
r= -
10', 15, OR 20' INLET-.
CEDAR BRUSH
COURT, \ t_
iE \
\
Fz�r `
\
f _ LAt
(y g CEDAR 1BRUSH DRIVE jJNN
tl�
2-0\ 11 I I I I I
tcri �L_____1__I L I I I ,
1
I
I
I
i 1
I I I /
L.__I 1
C � 4
DII
UR� �N. I!1
i I11
-1I II
' IF
I;
-�_
GRASSY HILL LANE
100% DEVELOPER'S COST
STORM SEWER AND INLET
AND ASSOCIATED APPURTENANCES
EXHIBIT "B -1 "
DRAINAGE IMPROVEMENTS
"SUMMER CREEK SOUTH, PHASE 4"
_ J
I
SCALE: 1 "=300'
D.0 E NO. 7179
WATER NO. P265-6061502220
SANITARY SEWER NO. P275-7061302220
STREET/STORM DRAIN NO. W-2299
CITY PROJECT NO. 02220
X-22536
ETCH ENGERING, I NC.
CONSUL T/NG ENG/NEERS
•
4
g
/
1
CEDAR BRUSH
COURT\ \
1
I
l t L
CEDARBRUSH DRIVE
1{ I i i 1 d
1 ,
1 ! i CI
I I I I I I
i/
•
-- PROPOSED STREET LIGHT (100% DEVELOPER'S COST)
-- PROPOSED STREET SIGN (100% DEVELOPER'S COST)
-- PROPOSED GROUND BOX (100% DEVELOPER'S COST)
* -- EXISTING STREET LIGHT
EXHIBIT "C"
STREET LIGHTS
"SUMMER CREEK SOUTH, PHASE 4"
N
•
SCALE: 1 "=300'
D.0 E NO. 7179
WATER NO. P265-6061502220
SANITARY SEWER NO. P275-7061302220
STREET/STORM DRAIN NO. W-2299
CITY PROJECT NO. 02220
X-22536
WELCH ENGINEERING; I NC.
CONSUL T/NG ENG/NEERS