HomeMy WebLinkAboutContract 32351 X
COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary f/�� r
COUNTY OF TARRANT § Contract No. c�yb
aD
WHEREAS, ,�1T�.p hereinafter called "Developer", desires to make certain
improvements to Sr,'M Lmjl phc&o. 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 and Denton 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, is hereby incorporated into this Community Facilities Contract
as if copy 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. The Developer shall award all contracts for the construction of
community facilities in accordance with Section II, paragraph 7 of the
Policy.
E. The contracts for the construction of the public infrastructure shall be
administered in conformance with paragraph 8, Section II, of the
Policy.
Spring Ranch Ph. 1-Newer CFA 4% and Utilities 08 25 05.doc
F. 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 injuries, death or
damages are caused, in whole or in part, by the alleged negligence of
the City of Fort Worth, its officers, servants, or employees.
G. Developer shall install or adjust all of the required utilities to serve the
development or to construct the improvements required herein.
H. 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).
I. 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).
J. 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.
K. 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.
Spring Ranch Ph. 1-Newer CFA 4% and Utilities 08 25 05.doc -:
L. 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.
M. 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 fund 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, B1,
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 $545,654.92.
Sprung Ranch Ph. 1-Newer CFA 4% and UtiPities 08 25 05.doc
SUMMARY OF
COST
Spring Ranch Phase 1
Item Developer City Cost Total Cost
Cost
A. Construction $ -
1. Streets $436,283.50 436,283.50
2. Storm Drainage $47,327.00 47,327.00
3. Street Lights $41,800.00 41,800.00
4. Street Name Signs $900.00 900.00
B. Engineering Design $
C. Construction Engineering
and Management by DOE $ $
4% 19,344.42 19,344.42
TOTALS 545,654.92 $ - 545,654.92
Notes:
1. All Preliminary Plats filed after July 2000 will require sidewalks on all streets.
The developer is responsible for installation of sidewalk and a separate financial
guarantee is required in the form of a bond or check for the cost of the sidewalk.
2. Developer's column for Item C represents four percent (4%) cost for construction
inspection fees and materials testing. The City will pay additional inspection fee over
4%.
3. City not preparing plans and specifications.
Spring Ranch Ph. 1-Newer CFA 4% and Uti4ties 08 25 05.doc
IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be
executed in quadruplicate 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 L 'hay of`
2005.
Approval Recommended:
Transportation and Public Works
Department
Robert Goode, P. E.
Director
it Fo V�
Marc Ott
NO M&C REQUIRED Assistant City Manager
ATTEST:
Marty Hendrix
City Secretary
Approve l,as to Form:
AssistsWity ttorney
ATTEST: DEVELOPER
BD DEVELOP N , L.P .
by 5409 A LLC,
is r trier
y:
Corporate Secretary Kim ill, President
RECEIVED
Spring Ranch Ph. I-Newer CFA 4% and Utilities 08 25 05.doc `_"`
D. STORM DRAINAGE
IT EM $0.R' : :: :..::.::::. . QlJ1kN :::U IT:. :i c.Q.S ;:lJ-NIT. ::: T�?TkG�f3iST
. ..... . .. ....... .. TITY.:.. ... .. TL.. ...
24" RCP 212 L.F. 51.00 10,812.00
27" RCP 150 L.F. 59.00 8,850.00
24"Single Sloped Hdwl 8 EA. 1,050.00 8,400.00
3 x 27""C" Hdwl 2 EA. 2,900.00 5,800.00
2 x 27""C" Hdwl 2 EA. 1,950.00 3,900.00
2 x 24""C" Hdwl 2 EA. 1,850.00 3,700.00
18"Std. Headwall Type "B" 6 EA. 850.00 51100.00
Grouted Rock Rip Rap 5 SY 100.00 500.00
Trench Safety 1 IL.S. 265.00 265.00
0.00
$47,327.00
SPRING RANCH, PHASE 1 August 1, 2005 WEI Engineers Estimate
E. PAVING
NIT:;:: ..:: ;:' .TOTAL::COST.
6" Reinf. Conc. Pavement (3,boo psi) 18,420 S.Y. 19.25 354,585.00
6" Lime Sub grade Pre paration 19,805 S.Y. 1.50 29,707.50
4T.lHydrated Lime for Subgrade ( 30#/SY) 297.8 TON 95.00 28,291.00
F Reinf. Conc. Pavement S.Y. 0,00
6" Lime Subgrade Preparation S.Y. 0.00
Hydrated Lime for Subgrade ( 36#/SY) TON 0.00
•Alley Paving S.Y 0.00
• Integral Curb L.F. 0.00
• Rolled Asphalt Curb L.F. 0.00
2"Asphalt Paving w/6" Base S.Y. 0.00
•Asphalt Paving S.Y. 0.00
Material Testing 1 L.S. 6,500.00 6,500.00
' Std. Curb Inlet (Second Stage) EA. 0.00
'Std. Curb Inlet (Second Stage) EA. 0.00
Barricades 120 L.F. 60.00 7,200.00
Temporary Asphalt Transition S.Y. 0.00
Const. Std. Street Header 120 L.F. 7.50 900.00
Saw, Cut& Remove Existing Conc. S.Y. 0.00
Saw, Cut& Remove Existing sidewalk S.Y. 0.00
Sawcut Breakout Groove 160 L.F. 5.00 800.00
PVC Conduit for Street Crossings L.F. 0.00
PVC Conduit for Irrigation Crossings L.F. 0.00"
Turning Lane L.S. 0.00
Traffic Control on Willow Springs 1 L.S. 500.00 500.00
1 iSidewalk S.F. 0.00
Si nal Conduit L.F. 0.00
"Striping L.F. 0.00
" Traffic Buttons EA. 0.00
Barrier Free Ramps EA. 0.00
Wheelchair Ramps EA. 0.00
"Separate Curb &Gutter L.F. 0.00
Erosion Control Site Seeding (Parkways) AC. 0.00
Haybale/Silt Fence L.F. 0.00
Removal of Exist. Barricades L.F. 0.00
,Adjust S.S. Manholes/Cleanouts EA. 0.00
Adjust Storm Manholes EA. 0.00
Adjust Water Valves EA. 0.00
Haybale/Silt Fence L.F. 0.00
Inlet protection devices EA. 0.00
Entrance/Exit stabilization pad L.S. 0.00
Hydromulch/seeding L.S. 0.00
Stormwater Management Maintenance 1 L.S. 300.00 300.00
P.P.M. Bond 2YR/100% 1 L.S. 7,500.00 7,500-00
1-0-0
$436,283.50
SPRING RANCH, PHASE 1 August 1, 2005 WEI Engineers Estimate
Thursday,August 04, 2005 8:49 AM ssalsbury 817-268-2330 p.03
SEWER MAINS
1). 7401 LF 8" SDR-35 PVC PIPE $14.00 $103,614.00
2). 186 LF 8" SDR-26 PVC PIPE $25.00 $4,650.00
3). 3768 LF 6" FORCE MAIN $18.50 $69,708.00
4). 19 EA 4' M.H. $1,980.00 $37,620.00
5). 2 EA 4' DROP M.H. $3,300.00 $6,600.00
6). 40 EA 4" SDR-26 SERVICES $335.00 $13,400.00
7). 52 EA 4" SDR-35 SERVICES $325.00 $16,900.00
8). 1 EA AIR VACUME VALVE W/VAULT $5,950.00 $5,950.00
9). 1 EA GIFT STATION $123,500.00 $123,500.00
10). 3 EA R/R GRAVEL DRIVEWAYS 5300.00 $900.00
11). 1 EA R/R EX/DBL.24" RCP&HDWL. $3,300.00 $3,300.00
12). 40 LF BORE 6" FORCE MAIN $200.00 $8,000.00
13). 1 LS R/R EX.LANDSCAPING/SENDERA RANCH BLVD. $4,000.00 $4,000.00
14). 1 EA CONN.TO EX. 12" FORCE MAIN $800.00 $800.00
15). 7586 LF TEST&T.V. MAINS $1.00 $7,586.00
W. 21 EA VACUME TEST M.H. $75.00 $1,575.00
17). 1 LS TRENCH SAFETY $8,365.00 $8,365.00
18). 1 LS TRAFFIC CONTROL $2,000.00 $2,000.00
19). 5 CY BALLAST STONE $33.00 $165.00
20). 5 CY CRUSHED LIMESTONE $27.00 $135.00
21). 5 CY CLASS"E" 150(#CONC. $100.00 $500.00
22). 5 CY CLASS "B"2500#CONC. $105.00 $525.00
23). 1 LS STORM WATER MANAGEMENT $1.00 $1.00
24). 25 SY R/R EX.PVMT. $95.00 $2,375.00
25). 3 EA R/R EX. CULVERT ALONG BOAZ RD $150.00 $450.00
SEWER MAINS TOTAL: $422,619.00
STORM DRAINAGE
1). 150 LF 27"RCP CL. III PIPE $59.00 $8,850.00
2). 212 LF 24" RCP CL.III PIPE $51.00 $10,812.00
3). 8 EA 24"SINGLE SLOPED HDWL. $1,050.00 $8,400.00
4). 2 EA 3 X 27" "C" HDWL. $2,900.00 $5,800.00
5). S SY GROUTED ROCK RIP-RAP $100.00 $500.00
6). 2 EA 2 X 27" "C"HDWL. $1,950.00 $3,900.00
7). 2 EA 2 X 24" "C" HDWL. $1,850.00 $3,700.00
8). 6 EA 18" "B" HDWL. $850.00 $5,100.00
9). 1 LS TRENCH SAFETY $265.00 $265.00
STORM DRAINAGE TOTAL: $47,327.00
TOTAL BID: $712,538.80
NOTE:SEE PAGE 3 FOR INCLUSIONS&EXCLUSIONS
Page 2 of 3
Thursday, August 04, 2005 8:49 AM ssalsbury 817-268-2330 p.04
Walker Utilities,Inc.
Location: SPRING RANCH PH.I
FORT WORTH,TEXAS
UTILITIES PROVISIONS
SOIL TESTING BY OTHERS
ENGINEERING AND LAYOUT BY OTHERS
METER AND FEE'S,INSP.FEE'S,CONN.FEE'S OR PERMITS BY OTHER
NO BONDS INCLUDED
EXCESS SPOILS DEPOSITED ON SITE
BID ON UNAPPROVED PLANS
ONE MOVE IN
BARRICADES PROVIDED ONLY AT WORK LOCATION DURING CONSTRUCTION
INSURANCE LIMITS$2,000,000.00
WORK TO INCLUDE ONLY THE ITEMS LISTED
STAGING AREA PROVIDED BY OWNER
$IS0.00 PER V.F.FOR EXTRA DEPTH ON INLETS AND M.H.NOT SHOWN ON PLANS
NO MATERIAL TAX INCLUDED
NATIVE BACKFILL OVER PIPE EMBEDMENT INCLUDED
NO S.W.P.P.P.DESIGN OR SUBMITAL INCLUDED
For your convenience,the above quantities have been estimated,however this proposal is on a unit price basis with payments to be made on
the actual measured quantities of work completed.
On the last day of each month partial estimates shall be prepared including all of the completed work plus all of the material on hand for the
uncompleted portion and shall be paid in full not later than the 15th day of the following month.Final estimate shall be prepared immediately
upon completion and shall be paid within 15 days.All estimates not received on due date shall bear interest from due date until date received
at 12%per artnum.
It is also agreed by both parties to this agreement that any and all costs of litigation to obtain monies due contractor shall be at the expense of
the owner.
This proposal is also based on all engineering,grades and alignments being furnished by the owner,together with all necessary permits from
the City,County,State or other interested parties.Our prices include on-site disposal of excess materials.Off-site disposal will be the
responsibility of the excavation contractor.
Your acceptance of this proposal by signing and returning one copy to us within(10)days and the approval by us of credit arrangement will
constitute a contract between us.This proposal or contract is subject to cancellation if a National Emergency should cause materials to
become unavailable.
ACCEPTED: Walker Utilities,Inc.
(Owner) (Contractor)
By ::�tP4 Salsbury
��. Estimator
Title Title
Bank Ref
Date Attest
Page 3 of 3
08/03/2005 14: 32 8177351613 CONSTRUCTION OFFICE PAGE 02
OFFICE PHONE GILCO CONTRACTING, INC . FAX NUMBER.
(817) 735-1600 4200 S. HULEN ST., SUITE 513 (817) 735-1613
FORT WORTH, TEXAS 76109
PROPOSAL
PROJECT: SPRING RANCH, PHASE 1
OWNER: BO DEVELOPMENT, L.P,
8 1 D DATE: Jury 27, 2005
ITEM NO I bESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL BID
1 6"STABILIZED LIME SUBGRADE SY 19,805 $1.50 $29,707.50
2 HYDRATED LIME (30 LBS/SY) TON 297.8 $95.00 $28,291.00
3 6" REINF CONCRETE PAVMENT(3000 PSI) SY 18,420 $19.25 $354,585.00
W/03 BARS @ 24' (NO CURB)
4 TRAFFIC BARRICADES LF 120 $60.00 $7,200.00
5 STREET HEADER LF 120 $7.50 $900.00
6 SAWCUT, BREAKOUT GROOVE LF 160 $5.00 $800.00
INCLUDING HMAC TIE-IN)
7 TRAFFIC CONTROL PLANS ONTO WILLOW LS 1 $500.00 $500.00
SPRINGS ROAD
8 MATERIALS TESTING LS 1 $6,500.00 $6,500.00
9 STORM WATER MANAGEMENT LS 1 $300.00 $300.00
MAINTENANCE ONLY)
10 PERFORMANCE, PAYMENT AND 2 YEAR LS 1 $7,500.00 $7,500.00
100% MAINTENANCE BOND
TOTAL AMOUNT BID $436,283.50
QUALIFICATIONS AND/OR EXCLUSIONS:
1. GILCO'S BID 1S BASED ON ONE MOVE-IN FOR ALL WORK QUOTED IN THIS PROPOSAL.
2. GILCO DOES NOT INCLUDE BONDS, STAKING/LAYOUT, TESTING, AGC DUES, PERMIT FEES,
INSPECTION FEES, SEEDING, SODDING, HYDROMULCHING, EROSION CONTROL DEVICES,
PAVEMENT MARKINGS, ELECTRICAL OR IRRIGATION CONDUITS, OR SIGNS,
3. GILCO DOES NOT INCLUDE SALES TAXES ON MATERIALS INCORPORATED INTO THIS PROJECT.
4_ GILCO WILL ACCEPT SUBGRADE AT PLUS OR MINUS ONE TENTH OF A FOOT WITH RESPECT
TO PLAN GRADES.
5. GILCO DOES NOT INCLUDE CLEAN UP OF PARKWAYS, ETC. AFTER FRANCHISE UTILITY COMPANIES,
6. THIS PROPOSAL SHALL REMAIN GOOD FOR 15 DAYS. THESE PRICES ARE BASED UPON THIS WORK
BEING PERFORMED WITHIN 6 MONTHS OF THE BID DATE. SHOULD THE PROJECT BE DELAYED
LONGER THAN 6 MONTHS FOR ANY REASON, THEN GILCO RESERVES THE RIGHT TO RE-NEGOTIATE
THE UNIT PRICES DUE TO LARGE FLUCTUATIONS IN MATERIAL PRICES CAUSE BY THE CURRENT
VOLATILE PRICES OF FUEL.
7. GILCO WILL SUBMIT MONTHLY PAY APPLICATIONS FOR WORK COMPLETE THROUGH THE
END OF THE MONTH. PAYMENT SHALL BE DUE ON THE 10TH OF THE FOLLOWING MONTH,
8. GILCO RESERVES THE RIGHT TO APPROVE OWNER CREDIT PRIOR TO EXECUTING AN AGREEMENT.
9. 1T IS THE INTENT OF THIS AGREEMENT THAT ALL MONIES DUE GILCO, INCLUDING FINAL RETAINAGE
WILL BE PAID WITHIN 30 BAYS OF CITY ACCEPTANCE OF THE PROJECT. ANY STOPPAGE OF WORK
MORE THAN 30 DAYS NOT DIRECTLY ATTRIBUTABLE TO GILCO WILL BE CAUSE FOR IMMEDIATE
PAYMENT OF ALL RETAINAGE AND ANY OTHER AMOUNTS WHICH ARE OWED AT THAT TIME. _
Page 1 of 2 � . __
08/03/2005 14: 32 8177351613 CONSTRUCTION OFFICE PAGE 03
OFFICE PHONE GILCO CONTRACTING, INC . FAX NUMBER:
(817)735-1600 8200 S. HULEN ST., SUITE 513 (817) 735-1613
FORT WORTH, TEXAS 76109
PROPOSAL.
PROJECT: SPRING RANCH, PHASE I
OWNER: BD DEVELOPMENT, L.P.
BID DATE: July 27, 2005
ITEM NO I DESCRIPTION I UNITI QUANTITY UNIT PRIC21 TOTAL BID
0UALIFIe,lATj0NS ANDIOR EXCLUSIONS: (CONTINUED)
% GILCO INCLUDES THE'TEMPORARY BARRICADING NECESSARY TO COMPLETE ITS WQRK. ANY
ADDITIONAL BARRICADING COST NOT DIRECTLY RELATED TO GILCO WILL BE PAID BY OWNER.
11. OWNER TO PROVIDE A SUITABLE LOCATION ON-SITE FOR GILCO TO ERECT AND OPERATE A
PORTABLE CONCRETE BATCH PLANT.
12. OWNER TO PROVIDE ADEQUATE CLEARING TO PROPERLY CONSTRUCT STREETS FULL�WIDTH
UTILIZING A SLIP FORM PAVER, CONCRETE BELT PLACER AND CONCRETE HAUL TRUCKS.
13. OILOO DOES NOT INCLUDE THE COST OF EXPOSING OR RELOCATING FRANCHISE UTILITIES.
14. GILCO DOES NOT INCLUDE DESIGN, IMPLEMENTATION, OR OPERATING A STORM WATER
POLLUTION PREVENTION PLAN.
15. GILCO DOES NOT INCLUDE RELOCATING OR INSTALLING A CONSTRUCTION ENTRANCE. IF GILCO
IS REQUIRED TO RELOCATE OR INSTALL A CONSTRUCTION ENTRANCE THEN A CHARGE OF
$1,540.00 PER EACH SHALL. BE APPLIED.
16, GILCO'S BID IS BASED ON OWNER PROVIDING SUBGRADE THAT IS SUITABLE FOR LIME
STABILIZATION. ANY ROCK SHALL BE UNDERCUT AND REPLACED WITH SUITABLE MATERIAL.
THIS APPLIES TO STREET SUBGRADE AND PARKWAY AREAS. IF REQUIRED, GILCO CAN
PERFORM THIS WORK ON AN HOURLY DASIS.
17. GILCO DOES NOT INCLUDE SULFATE TREATMENT_ IF SULFATE'S ARE ENCOUNTERED
THEN GILCO WILL PRICE ACCORDING TO CITY REQUIREMENTS FOR TREATMENT.
18. GILCO'S CONSTRUCTION SCHEDULE IS SUBJECT TO THE AVAILABILITY OF LOCAL RAW
MATERIALS AT THE TIME OF CONSTRUCTION. DUE TO CEMENT SHORTAGES AND
SHORTAGES OF OTHER RAW MATERIALS AND TRUCKS, GILCO CAN NOT MAKE
ANY COMMITMENTS ON OUR SCHEDULE FOR CONSTRUCTION_
19. GILCO WILL COMPLETE THIS PROJECT WITHIN 40 WORKING DAYS,
SINCERELY,
GILCO CONTRACTING, INC.
JAMEY C. BURCHETT
CONTRACT MANAGER
Page 2 of 2
I. STREET LIGHT COST ESTIMATE
QUANTITY UNIT COST TOTAL COST
INTERSECTIONS 9 EA $ 2, 000 $18, 000 . 00
MID-BLOCK RESIDENTIAL 9 EA $ 2, 000 $18, 000 . 00
CHANGE OF DIRECTION RESIDENTIAL 1 EA $ 2, 000 $2, 000 . 00
MID-BLOCK COLLECTOR 0 EA $ 2, 000 $0, 000 . 00
MID-BLOCK ARTERIAL PARKWAY 0 EA $ 2, 500 $0, 000 . 00
MID-BLOCK ARTERIAL MEDIAN 0 EA $ 2, 500 $0, 000 . 00
RELOCATE EXISTING LIGHT 0 EA $ 1, 500 $0, 000 . 00
Subtotal $38,000 .00
City' s Cost $00,000 .00
Developer' s Subtotal $38,000.00
10% Contingency $3,800 . 00
Project Total $41 ,800 .00
Adjacent Developer' s Cost $00,000 .00
Developer' s Cost $41 ,800.00
2% Inspection Fee $00,000. 00
CFA CODE #2005106
DEVELOPER' S COST: $41,800.00
SPRING RANCH, PHASE I
Fort Worth, Texas
August 25, 2005
PAGE I OF Exhibit C
•lYL
II. STREET LIGHTS 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 will install all the streetlights that use overhead or underground
conductors on residential, and collector streets. The developer agrees to
pay the city the amount shown below prior to the City starting its design
efforts.
4 . Streetlights on arterial streets shall be installed with underground
conduit and 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
operation of the street lights
6. The estimated cost of this street light installation is detailed on page 1
of exhibit C and is summarized below, the street lights will remain the
property of, and will be maintained by the City of Fort Worth.
DEVELOPER' S COST: $41 ,800.00
SPRING RANCH, PHASE I
August 25, 2005
FORT WORTH, TEXAS
CFA CODE #2005106
Page II of Exhibit C
III
"STREETLIGHTS"
INTERSECTIONS
WILLOW SPRINGS RD & BLUFF SPRINGS DR 1
WILLOW SPRINGS RD & WHISPER WILLOW DR 1
WHISPER WILLOW DR & SPRING WATER DR 1
WHISPER WILLOW DR & DURANGO SPRINGS DR 1
WHISPER WILLOW DR & SMOKEY RANCH DR 1
WHISPER WILLOW DR & BRIDLE SPRINGS DR 1
CHISOLM RANCH DR & DURANGO SPRINGS DR 1
SMOKEY RANCH DR & BLUFF SPRINGS DR 1
BRIDLE SPRINGS DR & DURANGO SPRINGS DR 1
MID BLOCK
DURANGO SPRINGS DR 4
WHISPER WILLOW DR 3
SMOKEY RANCH DR 1
BRIDLE SPRINGS DR 1
CHANGE OF DIRECTIONS
DURANGO SPRINGS DR 1
SPRING RANCH, PHASE I
Page III of Exhibit C � �
Iv
STREET NAME SIGNS
1. 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 $100.00 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 nine (9) intersections at a cost
to the Developer of$900.00:
Bluff Springs Dr & Willow Springs Rd
Bluff Springs Dr & Smokey Ranch Dr
Whisper Willows Dr & Willow Springs Rd
Whisper Willows Dr & Smokey Ranch Dr
Whisper Willows Dr & Durango Springs Dr
Whisper Willows Dr & Spring Water Dr
Whisper Willows Dr & Bridle Springs Dr
Durango Springs Dr & Chislom Ranch Dr
Durango Springs Dr & Bridle Springs Dr
Spring Ranch, Phase I
CFA code: 2005106 August 15, 2005
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100% DEVELOPER'S COST
6" PAVEMENT ON 6" LIME
SUBGRADE
EXHIBIT "B» D.O.E. NO: 4927 SCALE: 1"=400'
PAVING IMPROVEMENTS WATER NO: P164-060164015340
SANITARY SEWER NO: 013337
"SPRING RANCH, PHASE 1 " STREET/STORM DRAIN NO:4W01678---
WELCH ENGINEERING, INC.
CONSUL TING ENG/NEE-RS
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STORM SEWER AND HEADWALL
EXHIBIT YYB—1 D.O.E. NO: 4927 SCALE: 1"=400'
STORM DRAIN IMPROVEMENTS WATER NO: P164-060164015340
„ SANITARY SEWER NO: P174-070174013337
SPRING RANCH, PHASE 1 STREET/STORM DRAIN NO: W-1678
WELCH ENCINEERJNC,, INC.
CONSUL 7/NG ENG/NEE-RS
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EXHIBIT "C" SCALE: 1"=400'
D.O.E. NO: 4927
STREET LIGHTS WATER NO: P164-060164015340
SANITARY SEWER NO:"SPRING RANCH, PHASE 1 STREET/STORM DRAIN NO:4W016i013337
WELCH ENGINEERING, I NC.
CONSUL TING ENGINE-ERS