HomeMy WebLinkAboutContract 34212COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary Y�
COUNTY OF TARRANT § Contract No.3-" 91
WHEREAS, D.R. Horton — Texas, Ltd., acting by and through, D.R. Horton, Inc.,
its Authorized Agent, hereinafter called "Developer", desires to make certain
improvements to Terrace Landing, Phase 1, an addition to the City of Fort Worth, Texas;
and
WHEREAS, the said Developer has requested the City of Fort Worth, a municipal
corporation of Tarrant, Denton and Wise Counties, Texas, hereinafter called "City", to do
certain work in connection with said improvements.
NOW, THEREFORE, KNOW ALL BY THESE PRESENTS:
For and in consideration of the covenants and conditions contained herein, the City and
the Developer do hereby agree as follows:
I. General Requirements
A. The Policy for the Installation of Community Facilities ("Policy")
dated March 2001, approved by the City Council of the City of Fort
Worth and subsequently amended, is hereby incorporated into this
Community Facilities Agreement as if copied herein verbatim.
Developer agrees to comply with all provisions of said Policy in the
performance of its duties and obligations hereunder.
B. The requirements of the Policy shall govern this Community Facilities
Agreement, provided, however, that any conflict between the terms of
this Community Facilities Agreement and the Policy shall be resolved
in favor of this Agreement.
C. Developer shall provide financial security in conformance with
paragraph 6, Section II, of the Policy.
D. Developer acknowledges that there shall be no reduction in the amount
of financial security prior to project completion and acceptance by the
City.
1 �e,7
i U,
t
E. The Developer shall award all contracts for the construction of
community facilities in accordance with Section II, paragraph 7 of the
Policy.
F. The contracts for the construction of the public infrastructure shall be
administered in conformance with paragraph 8, Section II, of the
Policy.
G. The Developer further covenants and agrees to, and by these presents
does hereby, fully indemnify, hold harmless and defend the City, its
officers, agents and employees from all suits, actions or claims of any
character, whether real or asserted, brought for or on account of any
injuries or damages sustained by any persons (including death) or to
any property, resulting from or in connection with the construction,
design, performance or completion of any work to be performed by
said Developer, his contractors, subcontractors, officers, agents or
employees, or in consequence of any failure to properly safeguard the
work, or on account of any act, intentional or otherwise, neglect or
misconduct of said DEVELOPER, his contractors, sub -contractors,
officers, agents or employees, whether or not such iniuries, death or
damages are caused, in whole or in part, by the alleged negligence of
the Citv of Fort Worth, its officers, servants, or emplovees.
H. Developer shall install or adjust all of the required utilities to serve the
development or to construct the improvements required herein.
I. In the event that City participation exceeds $25,000, Developer agrees
that no street construction or storm drainage will begin prior to City
Council approval of this Community Facilities Agreement. (Article
104.100, Ordinance 7234).
J. Developer agrees that no lot shall be occupied under a certificate of
occupancy until the improvements required herein have been
constructed (Article 104.100, Ordinance 7234).
K. Developer hereby releases and agrees to indemnify and hold the City
harmless for any inadequacies in the preliminary plans, specifications
and cost estimates supplied by the Developer for this contract.
L. Developer agrees to provide, at its expense, all necessary rights of way
and easements across property owned by Developer required to
construct current and future improvements provided for in this
agreement.
M. Developer agrees to construct proposed improvements as shown on the
exhibits attached hereto. The following exhibits are made a part
hereof; Water (A)None; Sewer (A-1) None; Paving (B)Attached
Storm Drain (B-1) Attached; Street Lights and Signs (C) Attached.
N. City shall not be responsible for any costs that may be incurred by
Developer in the relocation of any utilities that are or may be in
conflict with any of the community facilities to be installed hereunder.
II. Street and Storm Drain Facilities
A. The Developer(s) agree to install or to cause to have installed, the street,
storm drainage, street lighting, street name sign and other community
facilities improvements shown as "current improvements" on the attached
Exhibits B, B 1, and C.
B. As shown below in the "Summary of Cost for Street and Storm Drain
Facilities", the Developer shall fiend its share of "current improvements"
and shall pay to the City for its share of the cost of street, storm drainage,
street lighting, street name signs as shown on the attached Exhibits B, B 1,
and C. The estimated total cost of current improvements and related
support services specified in this agreement, including design,
construction and inspection is estimated to $2,205,890.13.
SUMMARY OF
COST
Terrace Landing
Item
Developer City Cost
Total Cost
Cost
A. Construction
$ -
1. Streets
$1,227,380.65
1,227,380.65
2. Storm Drainage
$764,100.60
764,100,60
3. Street Lights
$91,000.00
91,000.00
4. Street Name Signs
$3,920.00
3,920.00
B. Engineering Design
,
$
C. Construction Engineering
and Management by DOE
$
$
(4%)
79,659.25
79,659.25
D. Materials Testing by DOE
$
$
�2%)
39,829.63
39,829.63
TOTALS
2,205,890.13 $ -
2,205,890.13
Notes:
1. All Preliminary Plats filed after July 2000 will require sidewalks on all streets.
2. Developer's column for Item C represents four percent (4%) cost for construction
inspection fees. The City will pay additional inspection fee over 4%.
3. City not preparing plans and specifications.
4. Developer's column for Item D represents two percent (2%) of paving and storm drain
costs for materials testing.
�Jf��L�rlu 1:�5�ytl�k��J
M
IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be
executed in triplicate in its name and on its behalf by its Assistant City Manager, attested by
its City Secretary, with the corporate seal of the City affixed, and said Developer has
executed this instrument in triplicate, at Fort Worth, Texas this the day of
.2006. RECEIVE0
Approval Recommended:
INO M&C REQUIRED I
ATTEST:
Marty Hendrix
City Secretary
Approved
Transportation and Public Works
Department
Robert Goode, P. E.
Director
City *,,,r—.
Marc Ott
Assistant City Manager
DEVELOPER
D.R. Horton — Texas, Ltd.
ATTEST: By: D.R. rto Inc., Auth. Agent
Corporate Secretary on E. Allen, Assistant Secretary
PART B — PROPOSAL
DEVELOPER AWARDED CONTRACTS
This proposal must not be removed from this book of Contract Documents.
TO: D.R. Horton — Texas, Ltd.
PROPOSAL FOR: PROJECT NAME Terrace Landing — Phase 1
WATER PROJECT NO. P164-060164015409
SEWER PROJECT NO. P174-070174013403
FILE NO. W-1750
X NO. 17694
Includes the furnishing of all materials, except materials specified to be furnished by the
City, equipment and labor for the installation of Water, Sewer, Storm Facilities and Street
Improvements and all necessary appurtenances and incidental work to provide a complete
and serviceable project designated as:
Terrace Landing — Phase 1
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, the
General Contract Documents and General Specifications for Water Department Projects,
the General Contract Documents and General specifications for Transportation and Public
works Projects, the site of the project and understanding the amount of work to be done,
and the prevailing conditions, hereby proposes to do all the work, furnish all labor,
equipment and material except as specified to be furnished by the City, which is
necessary to fully complete the work as provided in the Plans and Contract Documents
and subject to the inspection and approval of the Director of the Department of
Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this
Proposal to execute a contract and furnish an approved Performance Bond, Payment
Bond, Maintenance Bond, and such other bonds, if any, as may be required by the
Contract Documents for the performing and completing of the said work. Contractor
proposes to do the work within the time stated and for the following sums:
B-1
Updated 06/05/2006
UNIT V: PAVING IMPROVEMENTS
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID PRICES UNIT PRICE TOTAL
NO. QUANTITY WRITTEN IN WORDS AMOUNT
(Furnish and install, including all appurtenant work, complete in place, the following items)
1
15,220
S.Y.
7" Concrete Pavement 3600 psi, complete for the sum of;
Twenty-one Dollars and
$
21.40
$
325,708.00
Forty Cents per S.Y.
2
32,761
S.Y.
6" Concrete Pavement 3600 psi, complete for the sum of;
Nineteen Dollars and
$
19.65
$
643,753.65
Sixty-five Cents per S.Y.
3
50,984
S.Y.
6" Lime Stabilized Subgrade, complete for the sum of,
One Dollars and
$
1.25
$
63,730.00
Twenty-five Cents per S.Y.
4
816
TON
Hydrated Lime Material (32 lb/sy), complete for the sum of;
Ninety Dollars and
$
90.00
$
73,440.00
No Cents per TON
5
10
EACH
Barrier Free Ramps, complete for the sum of;
Five hundred Dollars and
$
500.00
$
5,000.00
No Cents per EA.
6
440
L.F.
Street Header, complete for the sum of;
Seven Dollars and
$
7.00
$
3,080.00
No Cents per L.F.
7
2,258
L.F.
Dowel to Existing Pavement, complete for the sum of;
Three Dollars and
$
3.00
$
6,774.00
No Cents per L.F.
8
21,000
S.F.
4' Sidewalk, complete for the sum of;
Two Dollars and
$
2.85
$
59,850.00
Eighty-five Cents per S.F.
9
208
L.F.
Sawcut Existing Concrete Pavement, complete for the sum of;
Ten Dollars and
$
10.00
$
2,080.00
No Cents per L.F.
10
10
S.Y.
Asphalt Backfill, complete for the sum of,
Fifty Dollars and
$
50.00
$
500.00
No Cents per S.Y.
11
248
L.F.
End of Road Barricade, complete for the sum of;
Thirty Dollars and
$
30.00
$
7,440.00
No Cents per L.F.
12 435 S.Y. Asphalt Transition, complete for the sum of;
Twenty-five Dollars and
No Cents per S.Y.
13 1 L.S. Traffic Control, Complete for the sum of;
Fifty-six hundred Dollars and
No Cents per L.S.
14 2 EA. 3" Sch 40 PVC Conduit & 2 Ground Boxes,
Complete for the sum of;
Twenty-eight hundred Dollars and
No Cents per EA.
15 1 L.S. Pavement Striping & Signs, Complete for the sum of,
Thirteen Thousand, Nine
Hundred and Fifty Dollars and
No Cents per L.S.
TOTAL AMOUNT PAVING
BOND
GRAND TOTAL AMOUNT BID
$ 25.00 $ 10,875.00
$ 5,600.00 $ 5,600.00
$ 2,800.00 $ 5,600.00
$ 13,950.00 $ 13,950.00
$ 1,227,380.65
$16,100.00
$ 1,243,480.65
PART B - PROPOSAL (Cont.)
After acceptance of this Proposal, the undersigned will execute the formal contract and
will deliver an approved Surety Bond and such other bonds as required by the Contract
Documents, for the faithful performance of the Contract. The attached bid security, if
required is to become the property of the Developer.
The undersigned bidder certified that he has obtained at least one set of the General
Contract Documents and General Specifications for Water Department Projects dated
January 1, 1978, and that he has read and thoroughly understands all the requirements and
conditions of those General Documents and the specific Contract Documents and
appurtenant plans.
The successful bidder shall be required to perform the work in accord with the
following publications, both of which are incorporated herein and made a part
hereof for all purposes:
1. The General Contract Documents and General Specifications for
Water Department Projects dated January 1, 1978, which may be purchased
from the Water Department.
2. The Standard Specifications for Street and Storm Drain Construction
which may be purchased from the Department of Transportation & Public
Works.
The undersigned assures that its employees and applicants for employment and those of
any labor organization, subcontractors, or employment agency in either furnishing or
referring employee applicants to the undersigned are not discriminated against as
prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No.
7400.
The Bidder agrees to begin construction within rj calendar days after issue of the work
order, and to complete the contract within j6o worlang days after beginning construction
as set forth in the written work order to be furnished by the Owner.
(Complete A or B below, as applicable:)
A. The principal place of business of our company is in the State of
Nonresident bidders in the State of , our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statute is attached.
Non resident bidders in the State of , our principal
place of business, are not required to underbid resident bidders.
B-2 ' �'f "�r -`' C I`:i �� lid:`!.
Updated 06/05!2006
L_
X B. The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of
the provisions and requirements of which have been taken into consideration on
preparation of the foregoing bid:
Addendum No. 1. (Initials)
Addendum No. 2 (Initials)
(Seal)
Date: 5'0 c, `f 1,$ 1 Zoo (o
Addendum No. 3 (Initials)
Addendum No. 4 (Initials)
Respectfully submitted,
IN
Title
Address
Gilco Contracting, Inc.
4900 S Hulen St ciiitP - a
Fort Worth, Texas 76109:
Telephone: 91? 7 35 - 16 00
Ilk
Updated 06/05/2006
UNIT I: STORM DRAIN
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT PRICE TOTAL
NO. QUANTITY PRICES WRITTEN IN WORDS AMOUNT
(Furnish and install, including all appurtenant work, complete in place, the following items)
(D-No. refers to related items in the Part D Special Conditions)
1 50 L.F. 8' x 4' C789 RCB, complete for the sum of;
Two hundred fifty-one Dollars and $251.00 $12,550.00
No Cents per L.F.
2 65 L.F. Tx 4' C789 RCB, complete for the sum of;
Two hundred twenty-one Dollars and $221.00 $14,365.00
No Cents per L.F.
3 50 L.F. 6' x 4' C789 RCB, complete for the sum of;
One hundred eighty-four Dollars and $184.00 $9,200.00
No Cents per L.F.
4 1197 L.F. 5' x 4' C789 RCB, complete for the sum of;
One hundred forty-one Dollars and $141.00 $168,777.00
No Cents per L.F.
5 42 L.F. 4' x 4' C789 RCB, complete for the sum of;
One hundred seventeen Dollars and $117.00 $4,914.00
No Cents per L.F.
6 1248 L.F. 48" Class III RCP, complete for the sum of;
One Hundred Dollars and $100.00 $124,800.00
No Cents per L.F.
7 810 L.F. 42" Class III RCP, complete for the sum of;
Eight -five Dollars and $85.00 $68,850.00
No Cents per L.F.
8 823 L.F. 36" Class III RCP, complete for the sum of;
Sixty-five Dollars and $65.00 $53,495.00
No Cents per L.F.
9 548 L.F. 30" Class III RCP, complete for the sum of;
Fifty Dollars and $50.40 $27,619.20
Forty Cents per L.F.
10 223 L.F. 27" Class III RCP, complete for the sum of;
Forty-five Dollars and $45.00 $10,035.00
No Cents per L.F.
V \fit i. �� l � � �: ✓ u�.'�
It
12
13
14
15
R
17
18
19
20
21
827 L.F.
24" Class III RCP, complete for the sum of,
Forty Dollars and
No Cents per L.F.
1001 L.F.
21 " Class III RCP, complete for the sum of;
Forty Dollars and
No Cents per L.F.
1 EACH
Tx 4' C789 RCB - 45' Bend, complete for the sum
of;
Five hundred Dollars and
No Cents per EA.
1 EACH
30" Class III RCP - 45' Bend, complete for the sum
One hundred fifty Dollars and
No Cents per EA.
1 EACH
24" Class III RCP - 45° Bend, complete for the sum
of;
One hundred thirty Dollars and
No Cents per EA.
16 EACH
Wye Connection, complete for the sum of;
One hundred Dollars and
No Cents per EA.
6 EACH
RCP to RCB connection, complete for the sum of;
One hundred Dollars and
Cents per EA.
8 EACH
15' Curb Inlet, complete for the sum of;
Twenty-nine hundred Dollars and
No Cents per EA.
25 EACH
10' Curb Inlet, complete for the sum of;
Twenty-one hundred Dollars and
No Cents per EA.
1 EACH
TxDOT Type 1 Tx 7' Junction Box, complete for the
sum of;
Forty-four hundred Dollars and
No Cents per EA.
1 EACH
6' Square Manhole, complete for the sum of,
Thirty-four hundred Dollars and
No Cents per EA.
$40.00 $33,080.00
$40.00 $40,040.00
$500.00
$500.00
$150.00
$150.00
$130.00
$130.00
$100.00
$1,600.00
$100.00
$600.00
$2,900.00
$23,200.00
$2,100.00
$52,500.00
$4,400.00
$4,400.00
$3,400.00 $3,400.00
I v�°
22
7
EACH
5' Square Manhole, complete for the sum of;
Twenty-eight hundred Dollars and
$2,800.00
$19,600.00
No Cents per EA.
23
3
EACH
4' Square Manhole, complete for the sum of,
Twenty-six hundred Dollars and
$2,600.00
$7,800.00
No Cents per EA.
24
2
EACH
Manhole Riser Access on 5' x 4' RCB, complete for
the sum of;
Two thousand Dollars and
$2,000.00
$4,000.00
No Cents per EA.
25
1
EACH
Sloped End Headwall for 8'x4' C789 RCB, complete
for the sum of;
Forty-four hundred Dollars and
$4,400.00
$4,400.00
No Cents per EA.
26
1
EACH
Sloped End Headwall for 7'x4' C789 RCB, complete
for the sum of;
Forty-three hundred Dollars and
$4,300.00
$4,300.00
No Cents per EA.
27
1
EACH
Sloped End Headwall for 6'x4' C789 RCB, complete
for the sum of;
Forty-three hundred Dollars and
$4,300.00
$4,300.00
No Cents per EA.
28
4
EACH
Sloped End Headwall for 5'x4' C789 RCB, complete
for the sum of;
Forty-four hundred Dollars and
$4,400.00
$17,600.00
No Cents per EA.
29
1
EACH
Sloped End Headwall for 42" Class III C789 RCP,
complete for the sum of,
Twenty-three hundred Dollars and
$2,300.00
$2,300.00
No Cents per EA.
30
1
EACH
TxDOT CH-FW-45 deg Headwall 48" Class III C789
RCP, complete for the sum of;
Twenty-nine hundred Dollars and
$2,900.00
$2,900.00
No Cents per EA.
31
1
EACH
Sloped End Headwall for 30" Class III C789 RCP,
Nineteen hundred Dollars and
$1,900.00
$1,900.00
No Cents per EA.
32
1
EACH
TxDOT CH-FW-0 Headwall 30" Class III C789
RCP, complete for the sum of;
Two thousand Dollars and
$2,000.00
$2,000.00
No Cents per EA.
33
1
EACH
Sloped End Headwall for 27" Class III C789 RCP,
complete for the sum of;
Eighteen hundred Dollars and
$1,800.00
$1,800.00
No Cents per EA.
34
2
EACH
TxDOT CH-FW-0 Headwall 27" Class III C789
RCP, complete for the sum of;
Nineteen hundred Dollars and
$1,900.00
$3,800.00
No Cents per EA.
35
3
EACH
Sloped End Headwall for 24" Class III C789 RCP,
complete for the sum of,
Seventeen hundred Dollars and
$1,700.00
$5,100.00
No Cents per EA.
36
1
EACH
Manhole Access, complete for the sum of;
Eighteen hundred Dollars and
$1,800.00
$1,800.00
No Cents per EA.
36
1
EACH
Connect to Existing 36" RCP, complete for the sum
of;
Three hundred Dollars and
$300.00
$300.00
No Cents per EA.
37
1
EACH
Connect to Existing 33" RCP, complete for the sum
of;
Three hundred Dollars and
$300.00
$300.00
No Cents per EA.
38
750
L.F.
Grade to Drain, complete for the sum of;
Nine Dollars and
$9.00
$6,750.00
No Cents per L.F.
39
2
EACH
Remove Existing Headwall, complete for the sum of;
One thousand Dollars and
$1,000.00
$2,000.00
No Cents per EA.
40
41
233
6,884
S.Y. Rock Rip Rap (18" - 24"), complete for the sum of;
Fifty-five Dollars and $55.00 $12,815.00
No Cents per EA.
L.F. Trench Safety, complete for the sum of;
No Dollars and $0.60 $4,130.40
Sixty Cents per L.F.
TOTAL AMOUNT BID STORM DRAIN $764,100.60
TOTAL AMOUNT BID WATER $ 408,647.00
TOTAL AMOUNT BID SEWER ONSITE $ 465,838.60
TOTAL AMOUNT BID STORM DRAIN $ 764,100.60
BONDS $ 36,500.00
GRAND TOTAL AMOUNT BID $ 1,675,086.20
'PART B - PROPOSAL (Cont.)
After acceptance of this Proposal, the undersigned will execute the formal contract and
will deliver an approved Surety Bond and such other bonds as required by the Contract
Documents, for the faithful performance of the Contract. The attached bid security, if
required is to become the property of the Developer.
The undersigned bidder certified that he has obtained at least one set of the General
Contract Documents and General Specifications for Water Department Projects dated
January 1, 1978, and that he has read and thoroughly understands all the requirements and
conditions of those General Documents and the specific Contract Documents and
appurtenant plans.
The successful bidder shall be required to perform the work in accord with the
following publications, both of which are incorporated herein and made a part
hereof for all purposes:
1. The General Contract Documents and General Specifications for
Water Department Projects dated January 1, 1978, which may be purchased
from the Water Department.
2. The Standard Specifications for Street and Storm Drain Construction
that may be purchased from the Department of Transportation & Public
Works.
The undersigned assures that its employees and applicants for employment and those of
any labor organization, subcontractors, or employment agency in either furnishing or
referring employee applicants to the undersigned are not discriminated against as
prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No.
7400.
The Bidder agrees to begin construction within _L calendar days after issue of the work
order, and to complete the contract within LOO working days after beginning construction
as set forth in the written work order to be furnished by the Owner.
(Complete A or B below, as applicable:)
A. The principal place of business of our company is in the State of
Nonresident bidders in the State of , our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statute is attached.
Non resident bidders in the State of , our principal
place of business, are not required to underbid resident bidders.
B-1 Updated 11 /09/2005
a � ILI �I�s1e
X B. The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of
the provisions and requirements of which have been taken into consideration on
preparation of the foregoing bid:
Addendum No. 1 (Initials) Addendum No. 3 (Initials)
Addendum No. 2 (Initials) Addendum No. 4 (Initials)
(Seal)
Date:
Respectfully submitted,
Burnsco Construction, Inc.
Y:
4
Title: President
Address
Burnsco Construction, Inc.
4200 S. Hulen St. Suite 513
Fort Worth, Texas 76109
Telephone: (817) 738-3200
B-1
Updated 11/09/2005
III STREETLIGHTS
I. STREETLIGHTS COST ESTIMATE:
QUANTITY UNIT COST TOTAL COST
INTERSECTIONS
14 EA $ 2,600
$36,400.00
MID -BLOCK RESIDENTIAL
12 EA $ 2,600
$31,200.00
CHANGE OF DIRECTION RESIDENTIAL
9 EA $ 2,600
$23,400.00
MID -BLOCK COLLECTOR
0 EA $ 2,600
$00,000.00
MID -BLOCK ARTERIAL
0 EA $ 3,200
$00,000.00
MID -BLOCK ARTERIAL MEDIAN
0 EA $ 3,200
$00,000.00
RELOCATE EXISTING LIGHT
0 EA $ 1,650
$00,000.00
Subtotal
$91,000.00
City's Cost
$00,000.00
Developer's Subtotal
$00,000.00
4% Inspection fee
$0,000.00
Project Total
$00,000.00
Adjacent Developer's Cost
$00.000.00
Developer's Cost
$91,000.00
DEVELOPERS COST: $91,000.00
CFA CODE # 2006087
Terrace Landing, Phase I
Fort Worth, Texas
July 20, 2006
PAGE 1 OF EXHIBIT "C"
II. STREETLIGHTS WORK DESCRIPTION:
1. The Developer shall provide for the installation of streetlights at the approximate locations
shown in exhibit "C", immediately after final acceptance of the street construction, in
accordance with engineering plans and specifications approved by the Transportation and
Public Works Department.
2. Streetlights on residential and/or collector streets can be installed using overhead or
underground conductors with the approval of the director of transportation and Public
Works.
3. The City of Fort Worth will install all the streetlights that use overhead or underground
conductors on residential, and collector streets. The developer agrees to pay the City of
Fort Worth the amount shown below prior to the City starting its design efforts, at the option
of the developer and at their expense they may purchase the poles, fixtures, and mast arms
from the City in order to assure compliance with city material standards
4. Street lights on arterial streets shall be installed with underground conductors
5. The developer agrees to dedicate all easements required for the installation and
maintenance of the street lights and to provide for the installation of any electrical
transformers required for the proper operations of the street light system
6. The estimated cost of this streetlight installation is detailed on page (1) of exhibit "C" and is
summarized below. The streetlights will remain the property of, and will be maintained by
the City of Fort Worth.
DEVELOPERS COST: $91,000.00
July 18, 2006
CFA CODE # 2006087
Terrace Landing, Phase I
PAGE 2 OF EXHIBIT "C"
III. STREETLIGHTS LOCATIONS:
INTERSECTIONS
Marine Creek Pkwy & Escondido Tr 1
Marine Creek Pkwy & Goodland Ter 1
Commanche Peak Dr & Goodland Ter 1
Fredricksburg Lane & Goodland Ter 1
Pawpaw Ridge Dr & Fredricksburg Lane 1
Old Decatur Rd & Fredricksburg Lane 1
Old Decatur Rd & Pepper Lane 1
Old Decatur Rd & Terrace Landing Ct 1
Britton Ridge Lane & Terrace Landing Ct 1
Britton Ridge Lane & Pepper Lane 1
Austin Ridge Dr & Freestone Ct 1
Grayson Ridge Dr & Freestone Ct 1
Grayson Ridge Dr & Walnut Cliff Ct 1
Commanche Peak Dr & Escondido Tr 1
CHANGE — OF - DIRECTION
Fredricksburg Lane 1
Austin Ridge Dr & Britton Ridge Lane_1
Commanche Peak Dr 2
Pawpaw Ridge Dr 1
Grayson Ridge Dr & Escondido Tr 1
Britton Ridge Lane 2
Terrace Landing Ct 1
MID - BLOCK
Fredricksburg Lane 2
Commanche Peak Dr 2
Pawpaw Ridge Dr 1
Escondido Tr 1
Austin Ridge Dr 2
Britton Ridge Lane 4
CFA CODE # 2006087
Terrocer 1-0.4nt, phase I
PAGE 3 OF EXHIBIT "C"
Iv
STREET NAME SIGNS
The City of Fort Worth will install the street name signs upon final
approval of the street construction. The street name signs will remain
the property of, and will be maintained by, the City of Fort Worth.
2. The Developer will pay for the street name sign installations required
for this development to the extent of $245.00 per intersection. This
unit cost will be revised annually by the Department of Transportation
and Public Works to reflect prevailing costs of materials and labor.
3. This development creates the following seventeen (16) intersections at
a cost to the Developer of $3,920.00:
Marine Creek Pkwy & Escondido Tr
Marine Creek Pkwy & Goodland Ter
Old Decatur Rd & Fredericksburg Lane
Old Decatur Rd & Pepper Lane
Old Decatur Rd & Terrace Landing Ct
Britton Ridge Lane & Terrace Landing Ct
Britton Ridge Lane & Pepper Lane
Britton Ridge Lane & Austin Ridge Dr
Austin Ridge Dr & Freestone Ct
Grayson Ridge Dr & Freestone Ct
Grayson Ridge Dr & Walnut Cliff Ct
Grayson Ridge Dr & Escondido Tr
Comanche Peak Dr & Escondido Tr
Comanche Peak Dr & Goodland Ter
Fredericksburg Lane & Goodland Ter
Fredericksburg Lane & Pawpaw Ridge Dr
Terrace Landing, Phase I
CFA code: 2006087
July 18, 2006
97
PROJECT u a"asrxn
SITE
N Ike 'Rd
S R "Rd
TERRACE
FORT
Vlc::ll`JIT-i MAP
LANDING
WORTH,
— PHASE 1
TEXAS
PREPARED R,
USA PROFESSIONAL
SERVICES GROUP, INC%.Mg%lk
(-'IVIL ENGII'dEEPS — SURVE C'-l"FS
LANDSc�APE ARCHITECTS
I�?5 ViCEP(:ir DPIVE
DALLAS, TE)'AS -7S2'35
� ( 4 F)34 3 3)0G ( e ) F C,} 214:6.34 3 _
1_1tiA1 RRUJE -- T 1 Jr=!
6yil919 1101 11 112
7" CONCRETE PAVEMENT
L 6" CONCRETE PAVEMENT
4' WIDE SIDEWALK
SCALE: 1 " = 500'
'�a 15I_
LO7 20
2
C � Orj
1
hx
oo ' x5
1J'
=j
IS 7
1 2 3�4IT
}5 6 7 6f 7�i 7 3� a 5 6 37 1
QN@I0
f►. ........... ....... 7
STREET NAME LENGTH 5
1 7 3 i LO K J7 8 9
COMANCHE PEAK DRIVE 1366 L.F.
GOODLAND TERRACE 480 L.F.
PALUXY SANDS TRAIL 311 L.F.
FREDERICKSBURG LANE 1084 L.F.
PAWPAW RIDGE DRIVE 574 L.F.
ESCONDIDO TRAIL 708 L.F. y
GRAYSON RIDGE DRIVE 620 L.F. 9�
WALNUT CLIFF COURT 64 L.F.
FREESTONE COURT 375 L.F. n�
AUSTIN RIDGE DRIVE 616 L.F. FF
BRITTON RIDGE LANE 2401 L.F.
PEPPER LANE 156 L.F. �v
TERRACE LANDING COURT 329 L.F.9`
TOTAL 9084 L.F.
STREET NAME LENGTH
OLD DECATUR ROAD 3550 L.F.
TOTAL 3550 L.F.
EXHIBIT 'B'
PAVEMENT
TERRACE LANDING - PHASE 1
FORT WORTH, TEXAS
CONTAINING:
LOTS 1-17, BLOCK E; LOTS 1-30, BLOCK F;
LOTS 17-31, BLOCK G; LOTS 1-14, BLOCK H;
LOTS 1-8, BLOCK I, LOTS 1-12, BLOCK J;
LOTS 1-35, BLOCK M; LOTS 1-12, BLOCK R;
LOTS 1-21, BLOCK S; LOTS 1-27, BLOCK T
LOTS 1-16, BLOCK U; LOTS 1-19, BLOCK V
PREPARED BY:
USA PROFESSIONAL
SERVICES GROUP, INC.
M�sl
IN
NO h
CIVIL ENGINES.S - SURVEYORS
PLANNERS - LANDSCAPE ARCHITECTS
1525 VICEROY DRIVE
DALLAS, TEXAS 75235
214.634.3300 (OFC) 214.634.3338 {FAX)
VI 10 � I ••
n �26
T ly ?5
7——�; 12 R
SIDEWALKS LENGTH
PHASE 1 5,250 L.F.
TOTAL 5.250 L.F.
NOTE: SIDEWALKS ADJACENT TO RESIDENTIAL
LOTS TO BE CONSTRUCTED BY HOME BUILDER
USAI PROJECT NO.:. 2004051.04
SCALE: 1 " = 400'
PREPARED BY:
USA PROFESSIONAL
SERVICES GROUP, INC.
%lowshN
CIVIL ENGINEERS - SURVEYORS
PLANNERS - LANDSCAPE ARCHITECTS
1525 VICEROY DRIVE
DALLAS, TEXAS 75235
214.634.3300 (OFC) 214.634,3338 (FAX)
LEGEND
: PROP. STORM DRAIN
EXIST. STORM DRAIN
EXHIBIT IS-k
STORM SEWER
TERRACE LANDING -
PHASE
1
FORT WORTH, TEXAS
CONTAINING:
LOTS 1-17,
BLOCK E; LOTS 1-30,
BLOCK
F;
LOTS 17-31,
BLOCK G; LOTS 1-14,
BLOCK
H;
LOTS 1-8,
BLOCK I, LOTS 1-12,
BLOCK
J;
LOTS 1-35,
BLOCK M; LOTS 1-12,
BLOCK
R;
LOTS 1-21,
BLOCK S; LOTS 1-27,
BLOCK
T
LOTS 1-16.
BLOCK U; L07S 1-19,
BLOCK
V
USAI PROJECT NO. 2004051.04
LEGEND
PROP. STORM DRAIN
Lu
2
U Y j EXIST. STORM DRAIN
Z¢_
¢wX
M d 0
I0 LOT 5 BLOCK X
LOC 1 V 2 3I 41 5 6 }} N S! 7 3
1 2 3 4 5 6 7 16 I I\}x X
27' RCP l H
5 ON ID T 15' ML Tt IO INLET RII T RID E I N
31
42" RCP 7 `-21' R Pc�'�
10' INLF 'T
2JC
-
i I 2i" RCPI� -
29 5' 0 M 11 8 .9y4' P-
1 x �} { 8L K 7' L 9 ID it lx 9 2B 1 2 •) �i,
10 27 1
48, R�P D 4 11 ' 2
' 26
1' RCP 25 21" R6P 3
-'10' INLET A I2
-0-3 223
4. 4 R P 4
0 3f 5
24` R�P t ! -i� y -
48' RCP 15 1C' INLET- p ,p 1 INLET-
20
1�' 1w c7 to 5A n.,..
i 21'1 RCP-,
yT^ 10' INLET -
SCALE: `�F 6' S
1 " = 400' i
EXHIBIT b-\
STORM SEWER
TERRACE LANDING - PHASE 1
Q
FORT WORTH, TEXAS,
CONTAINING:
a
LOTS 1-17, BLOCK E; LOTS 1-30, BLOCK IF;
LOTS 17-31, BLOCK G; LOTS 1-14, BLOCK H;
LOTS 1-8, BLOCK I, LOTS 1-12, BLOCK J;
a
LOTS 1-35, BLOCK M; LOTS 1-12, BLOCK R;
LOTS 1-21, BLOCK S; LOTS 1-27, BLOCK T
LOTS 1-16, BLOCK U; LOTS 1-19, BLOCK V
PREPARED BY:
USA PROFESSIONAL
SERVICES GROUP, INC.
%lovalh
CIVIL ENGINEERS - SURVEYORS
PLANNERS - LANDSCAPE ARCHITECTS
1525 VICEROY DRIVE
DALLAS, TEXAS 75235
214.634,3300 (OFC) 214.634,3338 (FAX)
m
21-
LOT
1
BX
'1" RCI
rAlODGE--�
—H'2'24�"Z"CCP
CP2-1RP
5'X4' RCB-/
5' SI
48"
LOT 10
BLOCK Y
-10' INLET
24' RCP
10 INLET
21' RCP
INLE T
24" RCP 25
B
27' RCP 2B
27
Is
1 O.E
LOT 15
15' INLET
BLOCK Y
n ,
USA( PROJE TAG �' �� 4
\, \ ! PROP TPEET LI;HT _
�11 Imo: I I 'c+
t
I.. 1
/ . / I
E
�3 ,a'5l L,to t i1 t 13•" \ O
4 /oy HL----1 2
\ FC C E 14 Ia 1' DID;
X•'. a I e tnllI lI, i iu Ie,
.41 Y t r,ru[i. •31 ,
M' O, `
\ ,\3 4
` E 718 �/ 32\3M 1 3 4
N 1 0 BRl3T�
'' \\ ORG
Z a
3 4 $ �] 8 9 IU 11 1110
D• ` \= 9�\\
\ 26
O 13 _
Z
Dt
ONE 11
9 li LUi 9
BLOC' x
A STIN r
�RI
DR i
EXHIBIT "C
�—
''�
STREET LIGHTS
TERRACE PHASE
TEF
LANDING 1
FORT WORTH, TEXAS
CONTAitl 146:
LC;T;, I -1 7. BLOCI, E; LOTS 1- 30. BLS 4-1` F,
L :,T S 1 7- 31, BLOCI°, i;; LOT i 14, BL! it_:I. H;
;
-
LOTS 1-8, BLO I, I, LOTS 1-12, BLOCK J;
—
J-
Ll iT'- 1- 31, BLOCK M; LOTS 1-1'2, BLOCK P.,
LOTS 1-21, BLOCK S; LOTS 1-27, BLOCK T
LOTS 1-16, BLOCK U; LOTS 1-19, BLOCI' V
' I
PREPARED BY:
USA PROFESSIONAL
SERVICES GROUP, INC.
%, 4 5 00 Nk
(_:IVIL . �S - SIIRVE','ORS
PLAPII'IERS - LAI\1DS1CAPE APCHITEI=TS
IVIC:EPO i DRIVE
DA.LLAS;, TEXAS 75-'35
"14 u.?4.3 00 COFC}-14.634.3338 (FAX)
USAI PROJECT NO