HomeMy WebLinkAboutContract 41559 (2)COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS §
COUNTY OF TARRANT §
City Secretary
Contract No. 4SSdj
WHEREAS, the undersigned "Developer" desires to make certain improvements (refer
to the name of the project at the bottom of the page) an addition to the City of Fort Worth,
Texas; and
WHEREAS, the said Developer has requested the City of Fort Worth, a home -rule
municipal corporation situated in Tarrant, Denton, Parker, and Wise Counties, Texas, hereinafter
called "City", to do certain work in connection with said improvements.
Developer Information:
Developer- Company Name: Fort Worth Midtown LD, LLC
Authorized Signatory: C.J. Raymond
Title: Managing Member
Project Name: Midtown Village
Project Location: 2222 West Rosedale Street
Additional Streets: N/A
Plat Case No.: FP-O 10-011 Plat Name: Mistletoe Heights
Mapsco: 76K
JTo be completed byre':
Received by:
Council District: 9 City Project No: 01249
CFA: 2010-034 DOE: 6130
Date: 'I 013'
i1-
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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:
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 from time to time via a Mayor and Council
Communication adopted by the City Council of the City of Fort Worth, is
hereby incorporated into this Community Facilities Agreement (`CFA') as
if copied herein verbatim. Developer agrees to comply with all provisions
of said Policy in the performance of its duties and obligations hereunder
and to cause all contractors hired by Developer to comply with the Policy
in connection with the work performed by said contractors.
B. Developer shall provide financial security in conformance with paragraph
6, Section II, of the Policy and recognizes that there shall be no reduction
in the collateral until the Project has been completed and the City has
officially accepted the infrastructure. Developer further acknowledges
that said process requires the contractor to submit an Affidavit of Bills
paid signed by its contractor and Consent of Surety signed by its surety
to ensure the contractor has paid the sub -contractor and suppliers in full.
Additionally, the contractor will provide in writing that the contractor
has been paid in full for all the services provided under this contract.
C. Developer agrees to cause the construction of the improvements
contemplated by this Agreement and that said construction shall be
completed in a good and workmanlike manner and in accordance with all
City standards and the City -approved construction plans specifications and
cost estimates provided for the Project and the exhibits attached hereto.
D. The following checked exhibits are made a part hereof: Water (A) X
Sewer (A-1) X , Paving (B, B-1) XStorm Drain (B-2) X , Street
Lights, Signs, Signal (C) X
E. The Developer shall award all contracts for the construction of community
facilities in accordance with Section II, paragraph 7 of the Policy and the
Combined CFA final Sept 12, 2008 2
contracts for the construction of the public infrastructure shall be
administered in conformance with paragraph 8, Section II, of the Policy.
F. For all infrastructure included in this Agreement for which the Developer
awards construction contract(s), Developer agrees to the following*
i. To employ a construction contractor who is approved by the director of
the depai tzuent having jurisdiction over the infrastructure to be
constructed, said contractor to meet City's requirements for being
insured, licensed and bonded to do work in public streets and/or
prequalified to perform water/waste water construction as the case may
be.
ii. To require its contractor to furnish to the City a payment and
performance bond in the names of the City and the Developer for one
hundred percent (100%) of the contract price of the infrastructure, and a
maintenance bond in the name of the City for one hundred percent
(100%) of the contract price of the infrastructure for a period of two (2)
years insuring the maintenance and repair of the constructed
infrastructure during the term of the maintenance bond. All bonds to be
furnished before work is commenced and to meet the requirements of
Chapter 2253, Texas Government Code.
iii To require the contractor(s) it hires to perform the construction work
contemplated herein to provide insurance equal to or in excess of the
amounts required by the City's standard specifications and contract
documents for developer -awarded infrastructure construction contracts.
The City shall be named as additional insured on all insurance required
by said documents and same will be evidenced on the ACORD
Certificate of Insurance supplied by the contractor's insurance provider
and bound in the construction contract book.
iv. To require its contractor to give 48 hours notice to the City's
Construction Services Division of intent to commence construction so
that City inspection personnel will be available; and to require the
contractor to allow the construction to be subject to inspection at any
and all times by City inspection forces, and not to install or relocate any
sanitary sewer, storm drain, or water pipe unless a responsible City
inspector is present and gives his consent to proceed, and to make such
laboratory tests of materials being used as may be required by the City.
3
v. To require its contractor to have fully executed contract documents
submitted to the City to schedule a Pre -Construction Meeting. The
submittal should occur no less than 10 workmg days prior to the desired
date of the meeting. No construction will commence without a City -
issued Notice to Proceed to the Developer's contractor.
vi. To delay connections of buildings to service Imes of sewer and water
mains constructed under this Agreement until said sewer and water
mains and service lines have been completed to the satisfaction of the
Water Department.
G. Developer agrees to provide, at its expense, all engineering drawings and
documents necessary to construct the improvements required by this
Agreement.
H. Developer shall cause the installation or adjustment of the required utilities
to serve the development or to construct the improvements required herein.
I. 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.
J. Developer hereby releases and agrees to indemnify, defend and hold the
City harmless for any inadequacies in the preliminary plans, specifications
and cost estimates supplied by the Developer for this Agreement.
K. Developer agrees to provide, at its expense, all necessary rights of way and
easements across property owned by Developer and required for the
construction of the current and future improvements provided for by this
Agreement.
L. 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
Combined CFA final Sept 12, 2008 4
employees, whether or not such iniuries. 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.
M. Developer will further require its contractors to indemnify, defend and
hold harmless the City, its officers, agents and employees from and against
any and all claims, suits or causes of action of any nature whatsoever,
whether real or asserted, brought for or on account of any injuries or
damages to persons or property, including death, resulting from, or in any
way connected with, the construction of the infrastructure contemplated
herein, whether or not such iniuries. 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. Further, Developer will require
its contractors to indemnify, and hold harmless the City for any losses,
damages, costs or expenses suffered by the City or caused as a result of
said contractor's failure to complete the work and construct the
improvements in a good and workmanlike manner, free from defects, in
conformance with the Policy, and in accordance with all plans and
specifications and shall cause to be executed and delivered to the City an
indemnity agreement from such contractors on a form to be promulgated
by the City.
N. Upon completion of all work associated with the construction of the
infrastructure and improvements, Developer will assign to the City a non-
exclusive right to enforce the contracts entered into by the Developer with
its contractor along with an assignment of all warranties given by the
contractor, whether express or implied. Further, Developer agrees that all
contracts with any contractor shall include provisions granting to the City
the right to enforce such contracts as an express intended third party
beneficiary of such contracts.
O. Inspection and material testing fees are required as follows:
i. Developer shall pay in cash water and wastewater inspection fees and
material testing fees equal to two percent (2%) for a total of 4% of the
developer's share of the total construction cost as stated in the construction
contract.
ii. Developer shall pay in cash paving and storm drain inspection fees equal
to four percent (4%) and material testing fees equal to two percent (2%)
5
for a total of 6% of the developer's share of the total construction cost as
stated in the construction contract.
iii. Developer shall pay in cash the total cost of streetlights or if the city is
not installing the streetlights, inspection fees equal to four percent (4%) of
the developer s share of the streetlight construction cost as stated in the
construction contract.
iv. Developer shall pay in cash the total cost of street signs.
P. COMPLETION WITHIN 2 YEARS
i. The City's obligation to participate (exclusive of front foot charges) in
the cost of the community facilities shall terminate if the facilities are
not completed within two (2) years; provided, however, if construction
of the community facilities has started within the two year period, the
developer may request that the CFA be extended for one year. If the
community facilities are not completed within such extension period,
there will be no further obligation of the City to participate. City
participation in a CFA shall be subject to the availability of City funds
and approval by the Fort Worth City Council.
ii. Nothing contained herein is intended to limit the Developer's
obligations under the Policy, this Agreement, its financial guarantee,
its agreement with its contractor or other related agreements.
iii. The City may utilize the Developer's financial guarantee submitted for
this Agreement to cause the completion of the construction of the
community facilities if at the end of two (2) years from the date of this
Agreement the community facilities have not been completed and
accepted.
iv. The City may utilize the Developer's fmancial guarantee to cause the
completion of the construction of the community facilities or to cause
the payment of costs for construction of same before the expiration of
two (2) years if the Developer breaches this Agreement, becomes
msolvent or fails to pay costs of construction and the financial guarantee
is not a Completion Agreement. If the financial guarantee is a
Completion Agreement and the Developer's contractors and/or suppliers
are not paid for the costs of supplies and/or construction, the contractors
and/or suppliers may put a lien upon the property which is the subject of
the Completion Agreement.
Combined CFA final Sept 12, 2008 6
Cost Summary Sheet
Project Name. Midtown Village
CFA No.: 2010 034
DOE No.: 6130
An Engineer's Estimate of Probable Cost is acceptable. However, the construction contract price
will ultimately determine the amount of CFA fees and financial guarantee. The bid price and any
additional CFA payments will be required prior to scheduling a pre -construction meeting. An
itemized estimate corresponding to each project specific exhibit is required to support the
following information.
Items Developer's Cost
A. Water and Sewer Construction
1. Water Construction $
2. Sewer Construction $
Water and Sewer Construction Total $
B. TPW Construction
1. Street
2. Storm Drain
3. Street Lights - Relocation
4. Traffic Signal
TPW Construction Cost Sub -Total
Total Construction Cost (excluding the fees):
Construction Fees:
C. Water/Sewer Inspection Fee (2%)
D. Water/Sewer Material Testing Fee (2%)
Sub -Total for Water Construction Fees
E TPW Inspection Fee (4%)
F. TPW Material Testing (2%)
G. Street Light Inspsection Cost
H. Traffic Signal Inspection Cost
I. Traffic Signal Materials
Sub -Total for TPW Construction Fees
Total Construction Fees:
Financial Guarantee Options, choose one
Bond = 100%
Completion Agreement = 100% / Holds Plat
Cash Escrow Water/Sanitary Sewer= 125%
Cash Escrow Paving/Storm Drain r= 125%
Letter of Credit = 125% w/2yr expiration period
146,395.00
73,721.00
220,116.00
136,343.40
12,052.00
20,001.00
155,005.20
323,401.60
543,517.60
4,402.32
4,402.32
8,804.64
12,936.06
6,468.03
800.04
6,200.21
60,249.62
86,653.96
95,458.60
Choice
Amount (ck one)
543,517.60
543,517.60
275,145.00
404,252.00
679,397.00 X
7
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 quadruplicate, at Fort Worth, Texas this
of
t
, 20 ( .
CITY OF FORT WORTH - Recommended by:
Water Department
endy Chi-B . ulal, EMBA, P.E.
Development Engineering Manager
Approved as to Form & Legality:
v/g/g(d:
Assistant City Attorney /n^i//l
ATTEST:
Marty Hendrix
City Secretary
ATTEST
l*-h day
Transportation & Public Works Department
Greg L i"'f • ns, P.E.
Acting Director
Approved by City Manager's Office
Fernando Costa
Assistant City Manager
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Fort Worth Midtown LD, LLC
Signature Signature
(Print) Name: Prin ame: C.J. Raymond
tnpiio en/la-.(
Title: Managing Member
No Mv& C REQUIRED
OFFICIAL RECORD
CITY SECRETARY
FT. WORTh, TX
Combined CFA final Sept 12, 2008 8
Check items associated with the project being undertaken; checked items must be
included as Attachments to this Agreement
Included Attachment
Location Map
Exhibit A: Water Improvements
Water Estimate
Exhibit A-1: Sewer Improvements
Sewer Estimate
Exhibit B: Paving Improvements
Paving Estimate
Exhibit B-1: Storm Drain Improvements
Storm Drain Estimate
Exhibit C, C-1: Street Lights and Signs Improvements
Street Lights and Signs Estimate
Exhibit C2: Traffic Signal Improvements
Traffic Signal Estimate
(Remainder of Page Intentionally Left Blank) •
61,C)
Combined CFA final Sept 12, 2008
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MIKE MONCRIEF
MAYOR
DALE A. FISSELER, P.E.
CITY MANAGER
WILLIAM A. VERKEST, P.E.
DIRECTOR, TRANSPORTATION AND
PUBLIC WORKS DEPARTMENT
S. FRANK CRUMB, P.E.
WATER DEPARTMENT DIRECTOR
CITY PROJECT NO.
D.O.E. NO.
FILE No
WATER PROJECT NO
SEWER PROJECT NO
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THE CITY OF FORT WORTH , TEXAS
Plans for the Construction of
WATER, SANITARY SEWER PAVING
TRAFFIC SIGNAL AND DRAINAGF,
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MIDTOWN VILLAGE
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COUNCIL DISTRICT NO. 9
CIVIL ENGINEER
BURY + PARTNERS-DFW, INC.
TEXAS REGISTRATION #F-1048
5310 HARVEST HILL ROAD
SUITE 100
DALLAS, TEXAS 75230
PHONE: (972) 991-0011
FAX: (972) 991-0278
CONTACT: ROBERT L. PRUETT, P.E.
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OWNER
FORT WORTH MIDTOWN LD,LLC
CIO RAYMOND MANAGEMENT CO.
8333 GREENWAY BLVD. SUITE 200
MIDDLETON, WISCONSIN 53562
PHONE: (608) 662-8326
FAX: (608) 662-8327
CONTACT: CHRIS ZANDER
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LOT 1R-3-RETAJL/OFFICE
LOT 1R-5-111LTON CARDEN MN
LOT 1R47411EDICAL OFFICE
LOT 1R-.84HOML SUITES
NIS
TOTAL 100.0X
THE PRIVATE COMMON AREA (LOTS IR-4, LOT
1R-9 AND LOT 1R-6 (INCLUDING 111E PARKING
GARAGE THAT VAU. BE BUILT ON ITD WILL BE
OWNED BY A NOT-FOR-PRORT OWNER'S
ASSACIATION FOR THE BENEFIT OF THE ABOVE
LOT OVAIERS.
beorInge 0110.11 hereon Oft boiled en the Northerly right-of-way hne of West
Rendre Street as ohown on the Mot filod for mom! In Cannot A. Wide 10935, Plot
Records, Tarrant County. Texas. (Callird Borneo e North 09' 211' 02' Wean
Z See Shoat 2 of 2 for City of Fort Worth Standard Piet Note,. Owner' CsrtlOcatIon.
DemoatIon and Surveyor.* GartIlkatlen.
LEFT 2-R-I 3. ITN comer 4 5/8 Inch Iron rod found with a cap stomped °BurylPortnore. from
Mnch o 5/B BM ran rOd fern wIth o rum stamped "Dunaway Assoc. Ina/ boors
4. This comer Is a 5/0 Men Iron rod found with cap stomped 'auft+Partnone, from
whI011 5/8 Inch iron rod Mond with a cop otomped 'Dunaway Ammo. Inc.' boors
5. This corner Is a 5/8 MO Ircm rod TOUnd win cap ramped igry+Partnera", horn
Which 0 5/8 incti kon rod found 101111 0 caw otomped 'Dunaway Assoc. Inc." beers
O. Din corner 10 en "lt. cut found In 0 ant:rate sldwrollf, from which an -r• out found
In cold cornets Wirral' boars Nang TO' 09' 02- East, 0.75 feet.
7. All comers shall bo rnonumentsd eith a 5/8-Inch rod elth a carp stompod
•Birry+Partnare, urgent, otherwise shown hereon.
8. Lot IR-0 la an unlaulldabla Lot to es used as Pante Common Arlo.
9. Urban Forturry - Compliance with Tres OCrance paris-os-gcmg wm be requfred.
11. Parkway Improvements such as curb & gutter. pomment Urp-In. drimi aPProomes,
sidewalks' and droinoce Wets May b• requited ot time of building permit Isouanco
porkw0Y Permit
\ \ \
, \
\ \ \
VOL 3p814160dr P.C. 25. Preliminary
recorded for any purpose.
For Review Purposes Only
COUNTY CLERK'S FIE NUMBrr:
i2. The subject troct of land Mown bacon Ilea with& Zone P. defined no "oracts
determined to be outsIde the 0.22 onnUOI charne ReodpInn. ay identified by the
Federal Emorgency Management Agency's Inouronce Rate Mop No. 46439C036*.
dated: Soptarriefir 25. 2009, for Tarrant County. Tam. end Incorporoted &you. If
this BIM la not MI* on Identified optiOal flood hazard ores. this Immt statement
door not Imply that the property ondior tho emruoturee Marron eta be free (Torn
Reeding or COW darn00e. lbls flood Atotement rich not create llobalty on the port
of the survemr.
OTY OF FORT WAIN. IDA:
THIS. PLAT VALID ONLY IF RECORDED AMIN
NINETY (00) OATS AFTER DATE OF APPROVAL.
PLAT APPROVAL DATE:
CHAIRMAN
SECRETARY
FINAL PLAT
MISTLETOE HEIGHTS ADDIDON
BEING A RE. -PLAT
LOT 1R, BLOCK 6-R
MISTLETOE HEIGHTS ADDITION
AN ADDITION TO THE CITY OF FORT WORTH,
ACCORDING TO THE PLAT RECORDED IN CABINET SUDO 109GS.
PLAT RECORDS OF TARRANT COUNTY, TEXAS
AND A 0.0272 ACRE TRACT SITUATED IN THE
ED113.8ERT S HARRIS SURVEY, ABSTRACT NO. MPS
OTY OF FORT MOROI. TARRANT COUNTY: TEXAS.
9 LOTS & R.O.W. DEDICATION - 9.995 ACRES
OYMOS
FORT WORTH MIDTOWN LC, LLC
0/0 RAYMOND MANAGEMENT COMPANY
ENGINEERESURVEYOTt
BURY + PAR1NERS-DFW. INC.
5310 HARVEST HILL
SUITE 100
TOPE NO. F-1048
CITY OF FORT WORTH STANDARD PLAT NOTES
WATER/WASTEWATER IMPACT FEES - THE CITY OF FORT WORTH HAS AN
ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION OF WATER AND
WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABUSHED ON
THE FILING DATE OF THIS PLAT APPUCAIION, BASED UPON SCHEDULE 1 OF THE
IMPACT FEE ORDINANCE IN EFFECT AS OF THE DATE OF THE PLAT. THE
AMOUNT TO BE COLLECTED IS DLRRMINED UNDER SCHEDULE II OF SAID
ORDINANCE. AND BECOMES EFFECTIVE ON THE DAZE A BUILDING PERMIT IS
ISSUED, OR THE CONNECTION DATE TO THE MUNICIPAL WATER AND/OR
WASTEWATER SYSTEM.
BUILDING PERMITS - NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN
THIS SUBOIVI510N UNTIL AN APPROPRIATE CFA OR OTHER ACCEPTABLE
PROVISIONS ARE MADE FOR THE CONSTRUCTION OF ANY APPLICABLE WATER,
SEWER, STORM DRAIN, STREET UGHTS. SIDEWAU(S OR OTHER IMPROVEMENTS;
AND APPROVAL 15 RRST OBTAINED FROM THE CITY OF FORT WORTH.
3. UTIUTY EASEMENTS - ANY PUBUC UTIUTY. INCLUDING THE aTY OF FORT
WORTH, SHALL HAVE THE RIGHT TO MOVE AND KEEP MOVED AU. OR PART OF
ANY BUILDING. FENCE. TREE. SHRUB, OTHER GROWN OR IMPROVEMENT Wr11CH
IN ANY WAY ENDANGERS OR INTERFERES WITH THE CONSTRUCTION,
MAINTENANCE OR EFROENCY OF as RESPECTIVE SYSTEMS ON TINY OF THE
EASEMENTS SHOWN ON THE PLAT; AND THEY SHALL HAVE THE RICHT AT ALL
TIMES TO INGRESS AND EGRESS UPON SAID EASEMENTS FOR THE PURPOSE OF
CONSTRUCTION, RECONSTRUCTION, INSPECTION. PATROWNC, MAINTAINING AND
ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT
THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE.
SIZE DRAINAGE STUDY - A SITE DRAINAGE STUDY, SHOVMNG CONFORMANCE
WIN THE APPROVED ROADWAY DRAINAGE PLAN, MAY BE REWIRED BEFORE
ANY BUILDING PERMIT WILL BE ISSUED ON THIS SITE (A GRADING PLAN IN SOME
INSTANCES MAY BE ADEQUATE.) If THE SITE DOES NOT CONFORM, THEN A
DRAINAGE STUDY MAY BE REQUIRED ALONG V4IH A CFA FOR ANY REQUIRED
DRAINAGE IMPROVEMENTS AND THE CURRENT OWNER SHALL SUBMIT A LETTER
TO ME DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS STATING
AWARENESS THAT A SITE DRAINAGE STUDY WILL BE RECURRED BEFORE ANY
PERMIT IS ISSUED. THE CURRENT OWNER WILL INFORM EACH BUYER OF THE
SAME.
SIDEWALKS - SIDEWALKS SHALL BE REQUIRED ADJACENT TO BOTH SIDES
OF ALL PUBLIC AND PRIVATE STREETS, IN CONFORMANCE W1TH THE
SIDEWALK POLICY PER "CITY DEVELOPMENT DESIGN STANDARDS'. SIDEWALKS IN
111IS DEVELOPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED
SITE PLAN FOR PD558
8. PRIVATE COMMON AREAS AND FACILITIES - THE CITY OF FORT WORTH SHALL
NOT BE HELD RESPONSIBLE FOR THE CONSTRUCTION, MAINTENANCE OR
OPERATION OF ANY LOTS CONTAINING PRIVATE COMMON AREAS OR FACILITES
IDENTIFIED AS SUCH ON THIS PLAT. SAID AREAS SHALL INCLUDE. BUT NOT BE
UNITED TO; PRIVATE STREETS, EMERGENCY ACCESS EASEMENTS. AND CATER
SECURITY ENTRANCES: RECREATION AREAS, LANDSCAPED AREAS AND OPEN
SPACES; WATER AND WASTEWATER DISTRIBUTION SYSTEMS AND TREATMENT;
FACILITIES; AND RECREATION/CLUBHOUSE/EXERCISE/BUILDINGS AND FACILITES.
THE LAND OWNERS AND SUBSEQUENT OWNERS OF THE LOTS AND PARCELS IN
THIS SUBDIVISION, ACTING JOINTLY AND SEVERALLY AS A LAND OMENS
ASSOOATON, SHALL BE RESPONSIBLE FOR SUCH CONSTRUCTION,
RECONSTRUCTION. MAINTENANCE AND OPERATION OF THE SUBDIV1510N'S PRIVATE
COMMON AREAS AND rAou1)ES, AND SHALL AGREE TO INDEMNIFY AND HOLD
HARMLESS THE CITY OF FORT WORTH, TEXAS. FROM AU CLAIMS, DAMAGES AND
LOSSES ARISING OUT OF, OR RESULTING FROM THE PERFORMANCE OF THE
OBUGATICNS OF SAID OWNERS ASSOCIATION. AS SET FORM HEREIN.
7. CONSTRUCTION PROHIBITED OVER EASEMENTS - NO PERMANENT BUILDINGS
OR STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING 0R PLATTED
WATER. SANITARY SEWER, DRAINAGE. GAS. ELECTRIC, CABLE OR OTHER UTILITY
EASEMENT OF ANY TYPE.
8. COVENANTS OR RESTICB0NS ARE UNALTERED - THIS REPLAT DOES NOT
VACATE THE PREVIOUS 'PLAT OF RECORD' GOVERNING ME REMAINDER OF THE
SUBDIVISION. NOR DOES IT AMEND OR REMOVE ANY DEED COVENANTS OR
RESTRICTIONS.
9. TRANSPORTATION IMPACT FEES - THE CITY OF FORT WORTH HAS AN
ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLECION OF
TRANSPORTATION IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED
ON TIE APPROVAL DATE OF THIS PLAT MPUCATION, BASED UPON SCHEDULE 1
OF THE IMPACT FEE ORDINANCE IN EFFECT AS OF THE DATE OF THE PLAT. ME
AMOUNT TO BE COLLECTED 15 DETERMINED UNDER SCHEDULE 2 OF SAD
ORDINANCE AND IS DUE ON THE DATE A BUILDING PERMIT IS ISSUED.
10. PUBLIC CPEN SPACE RESTRICTION - NO STRUCTURE, OBJECT, OR PLANT OF
ANY TYPE MAY OBSTRUCT VISION FROM A HEIGHT OF 24-INCHES TO A HEIGHT
OF it -FEET ABOVE THE TOP OF THE CURB, INCOMING. BUT NOT UNITED TO
BUILDINGS, FENCES. WALKS, SIGNS, TREES, SHRUBS, CMS. TRUCKS, ETC., IN
THE PUBLIC OPEN SPACE EASEMENT AS SHOWN ON THIS PLAT. THESE OPEN
SPACE EASEMENTS WILL REMAIN IN EFFECT UNTIL VACATED BY ORDINANCE
ADOPTED BY THE CITY COUNCIL OF FORT WORM AND THE PROPERTY
RE -PLATTED.
11. FLOOD PLMN/DRMNAGE-WAY: MMNIENMCE - THE EXISTING CREEK.
STREAM, RIVER OR DRAINAGE CHANNEL TRAVERSING ALONG OR ACROSS
PORTIONS OF THIS ADDITION, TALL REMAIN UNOBSTRUCTED AT ALL TIMES
AND WILL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS WHOSE LOTS
ARE TRAVERSED BY, OR ADJACENT TO. THE DRAINAGEWAYS. THE CITY OF
FORT WORN WU. NOT BE RESPONSIBLE FOR THE MAINTENANCE, EROSION
CONTROL, AND/OR OPERATION OF SAD DRAINAGEWAYS. PROPERTY
OWNERS SHALL KEEP THE ADJACENT DRAINAGEWAYS TRAVERSING THEIR
PROPERTY CLEAN AND FREE OF DEBRIS. SILT OR OTHER SUBSTANCES
WHICH WOULD RESULT IN UNSANITARY CONDITIONS, AND THE CITY SHALL
PAVE THE RIGHT OF ENTRY FOR NE PURPOSE OF INSPECTING THE
MAINTENANCE WORK BY THE PROPERTY OWNERS. THE DRAINAGEWAYS ME
OCCASIONALLY SUBJECT TO STORM WATER OVERFLOW AND/OR BANK
EROSION THAT CANNOT BE DEFINED. THE CITY OF FORT WORTH SHALL
NOT BE UABLE FOR ANY DAMAGES RESULTING FROM THE OCCURRENCE
OF THOSE PHENOMENA, NOR THE FAILURE OF ANY STRUCTURE(S) WITHIN
THE DRAINAGEWAYS. THE DRAINAGEWAY CROSSING EACH LOT IS
CONTAINED WITHIN THE FLOW PLAIN EASEMENT UNE AS SHOWN ON THE
PLAT.
a \SUR\30508-02\SURV\30508-02RPLTLdwg modlfed by ddeweirdt at Sep 15, 2010 - 4.O7pm
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY Of TARRANT
6
6
WHEREAS. FORT WORTH MIDTOWN LD, LID, IS THE OWNER OF A TRACT OF LAND
LOCATED IN THE ETHELBERT S. HARRIS SURVEY, ABSTRACT NO, 688, CITY OF FORT
WORTH, TARRANT COUNTY. TEXAS, AND BEING ALL OF LOT IR. BLOCK 6-R.
MISTLETOE HEIGHTS ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT
COUNTY, TEXAS, ACCORDING TO THE FINAL PLAT FILED FOR RECORD IN CABINET A,
SURE 10985. PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.). AND DESCRIBED
IN THE DEED TO FORT WORTH MIDTOWN LD. LLC, FILED FOR RECORD UNDER THE
COUNTY CLERK'S TILE NO. D207448364, DEED RECORDS, TARRANT COUNTY. TEXAS
(D,R.T.C.T.), AND ALL THAT CERTAIN 0.0272 ACRE TRACT OF LAND DESCRIBED IN
THE DEED TO FORT WORTH MIDTOWN LD, LLC FILED FOR RECORD UNDER THE
COUNTY CLERK'S FILE NO.0210213878, D.R.T.C.T., AND BENG MORE PARTICULARLY
DESCPBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8 INCH IRON ROO FOUND AT 111E INTERSECTION OF THE
SOUTHEASTERLY RIGHT-OF-WAY UNE OF THE UNION PACIFIC RAILROAD AND THE
EASTERLY RIGHT-OF-WAY UNE OF FOREST PARK BOULEVARD (A VARIABLE 1M0TH
BLO
PUBCKLIC 6-R; RIGHT-OF-WAY), AND BENG THE NORTHWEST CORNER OF SAID LOT IR,
THENCE NORTH S8' 43' 47' EAST, ALONG THE SOUTHEASTERLY RIGHT-OF-WAY LINE
OF SAID UNION PACIFIC RAILROAD, A DISTANCE OF 527.24 FEET TO A 5/B INCH
IRON ROD WITH A CAP STAMPED "DUNAWAY ASSOC. INC.' FOUND FOR CORNER;
THENCE SOUTH 89' 37' 53' EAST. ALONG THE SOUTHERLY RIGHT-OF-WAY LINE 0E
SAID UNION PACIFIC RAILROAD. A DISTANCE OF 110.12 FEET TO A 5/8 INCH IRON
ROD WITH A CAP STAMPED "BURY+PARTNERS" FOUND FOR THE POINT OF
INTERSECTION OF SAID SOUTHERLY UNE WITH THE WESTERLY RIGHT-OF-WAY UNE
OF THE FORT WORTH k WESTERN RAILROAD;
THENCE SOUTH 23' 04' 49' EAST. ALONG THE WESTERLY RIGHT-OF-WAY UNE OF
SAID FORT WORM W: WESTERN RAILROAD. A DISTANCE OF 138.20 FEET TO A 5/8
INCH IRON R00 WITH A CAP STAMPED "BURY+PARTNERS' FOUND FOR THE MOST
EASTERLY NORTHEAST CORNER OF SAID LOT IR, BLOCK B-R, AND BEING THE
NORTHERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED TO
FORT WORTH PIPELINE COMPANY, LLC, FILED FOR RECORD IN DOCUMENT NO.
D207354287, D.RT.C.T.:
THENCE SOUTH 00 37 01 WEST, DEPARTING THE WESTERLY RIGHT-OF-WAY UNE
OF SAID FORT WORTH AND WESTERN RAILROAD AND ALONG THE EAST UNE OF SAID
LOT 1R, BLOCK 6-fl AND THE WEST UNE OF SAID FORT WORTH PIPEUNE COMPANY
TRACT OF LAND, A DISTANCE Of 490.78 FEET 10 A 1/2 INCH IRON ROD FOUND
FOR AN ANGLE POINT IN SAID EAST UNE;
THENCE SOUTH 18' 23' 02' EAST, CONTINUING ALONG THE COMMON UNE OF SAID
LOT IR AND SAID FORT WORTH PIPEUNE TRACT OF LAND. A DISTANCE OF 100.79
FEET TO A 1/2 INCH IRON ROD FOUND FOR THE NORTH CORNER OF JEROME
STREET (A VARIABLE W10TH PUBUC RIGHT-OF-WAY);
THENCE SOUTH 69' 07' 01' WEST, ALONG THE NORTHERLY LINE OF SAID JEROME
STREET, A DISTANCE Cr 35.37 FEET TO A 1/2 INCH IRON ROD FOUND AT mE
INTERSECTION OF SAID NORTHERLY UNE AND THE WEST RIGHT-OF-WAY LINE OF
SAID JEROME STREET;
THENCE SOUTH 00' 37' 01' WEST, ALONG THE WEST RIGHT-OF-WAY LINE OF SAID
JEROME STREET, A DISTANCE OF 113.55 FEET TO A 5/8 INCH IRON ROD WITH A
CAP STAMPED "BURY+PMTNERS' FOUND AT THE INTERSECTION O SAID WEST UNE
AND THE NORTH RIGHT-OF-WAY UNE OF WEST ROSEDALE STREET (A VARIABLE
MOTH PUBLIC RIGHT-OF-WAY), AND BEING THE BEGINNING OF A NON -TANGENT
CURVE TO THE LEFT HAVING A RADIUS POINT WHICH BEANS SOUTH 03'45'55' WEST,
A DISTANCE OF 711.94 FEET, AND FROM WHICH A 5/8 INCH IRON ROD FOUND WON
A CM STAMPED "DUNAWAY ASSOC. INC: BEARS NORTH 00' 37 01' EAST, A
DISTANCE OF 0.40 FEET;
THENCE ALONG THE NORTH RIGHT-OF-WAY UNE OF SAM WEST ROSEDALE STREET,
THE FOLLOVANG:
ALONG SAID NON -TANGENT CURVE TO THE LEFT AND IN A WESTERLY DIRECTION
THROUGH A CENTRAL ANGLE OF 00' 57' 35', FOR AN MC LENGTH OF 11.92
FEET. SAID CURVE ALSO HAVING A LONG CHORD WHICH BEARS NORTH 86' 42'
52' WEST AND A CHORD LENGTH OF 11.92 FEET TO A 5/6 INCH IRON ROD WIN
A CAP STAMPED 'BURY+PARTNERS' FOUND FOR THE POINT OF CURVATURE OF A
NCH -TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS
NORTH 73' 25' 23' WEST. A DISTANCE OF 40.00 FEET;
ALONG SAID NON -TANGENT CURVE TO THE RIGHT AND IN A SOUTHWESTERLY
DIRECTION, THROUGH A CENTRAL ANGLE OF 74' 05' 09'. FOR AN MC LENGTH
OF 51.72 FEET, SAID CURVE ALSO HAVOC A LONG CHORD WHICH BEARS SOUTH
531 37 11' WEST AND A CHORD LENGTH OF 48.19 FEET 10 A 5/8 INCH IRON
ROD WITH A CAP STAMPED 'BURY+PARTNERS' SET FOR THE POINT OF
TANGENCY;
NORTH 89' 20' 14' WEST, A DISTANCE OF 74.44 PEET TO A 5/8 INCH IRON ROD
MATH A CAP STAMPED 'BURY+PANTHERS' FOUND FOR THE PONT OF CURVATURE
OF A CURVE TO THE RIGHT HAVING A RADIUS OF 482.28 FEET, AND FROM WHICH
A 5/8 INCH IRON ROD WITH A CM STAMPED "DUNAWAY ASSOC. INC.' FOUND
BEARS NORTH 64' 50' 54' EAST, A DISTANCE OF 0.70 FEET;
ALONG SAID CURVE TO THE RIGHT AND IN A NORTHWESTERLY DIRECTION,
THROUGH A CENTRAL ANGLE OF 06' 28' 42'. FOR AN ARC LENGTH OF 54.53
FEET, SAID CURVE ALSO HAVING A LONG CHORD WHICH DEARS NORTH 88' 05'
53" WEST AND A CHORD LENGTH OF 54.50 FEET TO AN "IR' CUT FOUND IN A
SIDEWALK. AND FROM WHICH AN 'X" CUT FOUND IN SAID SIDEWALK BEARS NORTH
76' 09' 02' EAST. A DISTANCE OF 0.75 FEET;
NORTH 76' 39' 39' WEST, A DISTANCE OF 23.89 FEET TO A 5/8 INCH IRON ROD
FOUND FOR CORNER;
NORTH 89' 28' 02- WEST, A DISTANCE OF 274.32 FEET TO A 5/0 INCH IRON
ROD WITH A CAP STAMPED 'DUNAWAY ASSOC. INC' FOUND FOR THE POINT OF
CURVATURE OF A CURVE TO THE RICHT HAVING A RADIUS OF 91.70 FEET;
ALONG SAID CURVE TO THE RIGHT AND IN A NORTHWESTERLY DIRECTION WITH
THE NORTHERLY RIGHT-OF-WAY UNE OF SAID WEST ROSEDALE STREET. WHICH
TRANSITIONS INTO THE EASTERLY RIGHT-OF-WAY UNE OF THE AFOREMENTIONED
FOREST PARK BOULEVARD, THROUGH A CENTRAL ANGLE OF 93' 23' 40', FOR AN
ARC LENGTH OF 149.47 FEET, SAD CURVE ALSO HAVING A LONG CHORD WHICH
BEARS NORTH 42' 46' 12' WEST AND A CHORD LENGTH OF 133.47 FEET TO A
5/8 INCH IRON ROD WTH A CM STAMPED'DUNAWAY ASSOC. INC.' FOUND FOR
THE POINT OF TANGENCY;
THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID FOREST PARK
BOULEVARD, THE FOLLOMNC
NORTH 03' 55' 38' EAST, A DISTANCE OF 223.90 FEET TO A 5/8 INCH IRON
ROD VATH A CAP STAMPED 'DUNAWAY ASSOC. INC' FOUND FOR CORNER;
NORTH 00' 38' 26' EAST, A DISTANCE OF 28.76 FEET TO A 5/8 INCH IRON ROD
FOUND FOR THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A
RADIUS OF 492.14 FEET;
ALONG SAID CURVE TO THE LEFT AND IN A NORTHWESTERLY DIRECTION, THROUGH
A CENTRAL ANGLE Of 20' 01' 42' FOR AN MC LENGTH OF 240.75 FEET, SAID
CURVE ALSO HAVING A LONG CHORD WHICH BEARS NORTH 13 22 25 WEST AND
A CHORD LENGTH OF 238.35 FEET TO THE POINT OF BEGINNING.
CONTAINING A COMPUTED AREA OF 9,995 ACRES OR 435,386 SQUARE FEET OF
LAND.
COUNTY CLERK'S FILE NUMBER
NOW, THEREFORE, KNOW AIL MEN BY THESE PRESENTS
THAT, FORT WORTH MIDTOWN LD. LLC, BY AND THROUGH THE UNDERSIGNED. ITS DULY AUTHORIZED
AGENT. DOES HEREBY ADOPT THIS PUT DESIGNATING THE HEREIN ABOVE DESCRIBED REAL PROPERTY
A5 LOTS 1R-1 THROUGH 1R-9, BLOCK 6-R-1, MIS1LETOE HEIGHTS ADDITION, AN ADDITION TO THE
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND DOES HEREBY DEDICATE TO THE PUBUC'S USE
THE RIGHT-OF-WAY AND FACF'MENTS SHOWN THEREON.
WITNESS UNDER MY HANO THIS THE DAY OF . 2010.
FORT WORTH MIDTOWN LD. LLC
C.J. RAYMOND, MANAGING MEMBER
STATE OF
COUNTY OF
9
9
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DJ. RAYMOND.
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING
INSTRUMENT. AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND
CONSIDERATION EXPRFa'0 AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE ON IRIS THE DAY OF
NOTARY PUBLIC
MY COMMISSION EXPIRES:
SURVEYOR'S CERTRCATE
I. DAVID J. DE WEIRDT. A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
TEXAS D0 HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT FROM AN ACTUAL ON THE
GROUND SURVEY AND ME MONUMENTS SHOWN HEREON WERE FOUND 0R SHALL BE PLACED
UNDER MY SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF
THE CITY PLAN COMMISSION OF THE CITY OF FORT WORTH, TEXAS.
DAVID J. OE WFJRDT, R.P.LS
TEXAS REGISTRATION NO. 5066
BURY + PARTNERS-DFW. INC.
5310 HARVEST HILL ROAD. SUITE 100
DALLAS. TEXAS 75230
(972) 991-0011
P.R.T.C.T.
DATE
Preliminary
No document she not bo
recorded for any purpose.
For Review Purposes Only
owv .L 0. WSYUI, RP1Z
R.ajttvtS, Na 9e66
Swtmpr tZ 2010
FINAL PLAT
LOTS 1R-1 THROUGH 1R-9, BLOCK 6-R-1
MISTLETOE HEIGHTS ADDITION
BEING A RE -PLAT
LOT IR, BLOCK 6-R
MISTLETOE HEIGHTS ADDITION
AN ADDITION TO THE CITY OF FORT WORTH,
ACCORDING IC THE PLAT RECORDED IN CABINET A. $LADE 10805,
PLAT RECORDS OF TARRANT COUNTY, TEXA6
AND A 0.0272 ACRE TRACT 9NAlE0 IN ME
EIHELBERT S. HARRIS SURVEY. ABSTRACT NO. 66&
CITY OF FORT WORM, TARRANT COUNTY, 1FXA<
9 LOTS 8 R.O.W. DEOICATON - 9.995 ACRES
4FIDECR IL 2010
OREM
FORT WORTH MIDTOWN LD, LLC
C/0 RAYMOND MANAGEMENT COMPANY
8333 GREENWAY BLVD. SUITE 200
MADISON, W1 53582
ATTN: BMRY PERKEL
(608) 662-8334
DATE
2010
ENGINEER/SURVEYOR:
BURY + PARNERS-OFW, INC.
5310 HARVEST HILL
SUITE 100
DALLAS, TEXAS 75230
(972) 991-0011
CONTACT: DAVID J. DE WEIROT, R.P.LS.
DIRE NO. F-1048
CITY CASE FILE N0. FP-010-011 SHEET 2 OF 2
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CAUTION 11
1_ s
0 20 40 m SO
V-4r
ALL STORM SEWER SERVICES SHALL
BE STUBBED 5' INSIDE THE LOT UNE
BY THE SITEWORK CONTRACTOR AND
CAPPED FOR FUTURE EXTENSION BY
THE UTILITY CONTRACTOR OR
PLUMBER FOR THE BUILDING ON EACH
LOT. THE CONTRACTOR FOR EACH
LOT SHALL BE RESPONSIBLE FOR
EXTENSION OF THE SERVICE TO THE
BUILDING AND AREA DRAINS.
aPnNIw.R
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C5.3
I MATERIALS DESCRIPTION AND QUANTITIES
ITEM QUANTITY
Y CONDUIT AND FITTINGS 840 LE
/ 6 PHASE CONDUCTOR 850 LF.
/ 8 NEUTRAL CONDUCTOR 850 L.F.
/ 6 GROUND CONDUCTOR 880 LF.
NEW CONCRETE BASE 3 EACH
MOTOR BallS 3 SETS EACH
GROUND ROD ASSEMBLIES 3 EACH
DEM0UR1 OUSTING CONCRETE BASE 3 EACH
OEMOUSN PULL BOX I 1 EACH
REMOVE AND REINSTALL STREET UGHT ASSEMBLY 13 EACH
0 SIHIHX3
NOTES BY SYMBOL ' 0 ' — SITE PLAN — STREET I IgHTING
1. EXISTING STREET U041 ASSEMBLY TO RESTART.
2. EXISTING STREET UORT CONDUIT AND WRING TO REMAIN.
3. COSTING RUSH STREET LIGHT SPLICE BOX TO REMAIN. RECONNECT TO NEW BARING PER C1Y STANDARDS
4. DOS11NC STREET LICHT ASSEMBLY TO BE REMOVED AND REINSTALLED AT NEW LOCATION. AFTER RELOCATION. DEMOLISH DXISIINC
BASE TO 24' BELOW FINAL GRADE
5. PROMO( NEW CONCRETE BASE. ANCHOR BOLTS AND QRWNONG PER CITY STANDARDS. VERIFY tXACT LOCATION AT Yr BEHIND
CURB TO CENTER OF BASE WTI CITY PRIOR TO INSTALLATION. REINSTALL EXISTING soma UGHT ASSEMBLY AND MAKE
CONNECTIONS TO NEW MMNG BEHIND POLE HANG HOLE PER OTY STANDARDS.
6. EXISTING STREET UCHT ASSEMBLY TO REMAN. RECONNECT TO NEW WRING BEHIND POLE HAND HOLE PER Orr STANDARDS
7. PROMOE NEW SPUCE BOX AND INSTALL FLUSH WTH FINAL GRADE PER air STANDARDS
S PROVIDE NEW 2' CONDUIT AND INSTALL A MINIMUM OF 24' BELOW RNAL GRADE TO 10P OF CONDUIT PER OTT STANDARDS.
PROVIDE NEW / 8 PHASE. / 8 NEUTRAL AND / 6 GROUND CONDUCTORS IN CONDUIT AND MAKE CONNECTIWS PER CITY
STANDARDS
9. BREAK INTO EXISTING CONDUIT AND REROUTE TO NEW SPUCE BOX PER aTY STANDARDS PROVIDE NEIV / 8 PHASE. 8
NEUTRAL AND / 8 GROUND CWDUCTGRS FROM NEW SPUCE BGX TO DOSTWG SPLICE 00X AND STREET LIGHT ASSEMBLY AND
MAKE CONNECTIONS PER CITY STANDARDS
10. REMOVE EXISTING RUSH SPLICE BOX AND RETURN TO CITY OR DISPOSE PER Ott DIRECTIONS.
11. RDAOVE COSTING WRING AND DISPOSE. REMOVE CONDUIT STUB -UPS TO 24- BELOW FINAL GRADE AND DISPOSE ABANDON
OTHER BLAMED DUSTING CONDUIT.
�l I
STREETUGHTING CONTACT
CITY OF FORT WORTH
MR. JERD4Y LOVELL
817-302-0596
STREET LIGHTING REQUIREMENTS
CONTRACTOR 1510 TRACE ALL AFFECTED EXISTING STREETUGHTING CWOUIT AND MRINO AND NARK ON GROUND.
CON1RAC10R IS TO VERIFY SOURCE OF STREETLIGHTING WRING AND IDENTIFY ALL SomaUGHTS CONNECTED TO
THAT SOURCE
CONTRACTOR IS TO CONTACT THE CITY PRIOR TO OONC ANY STREETJOITING WORK AND VERIFY ALL
REO IRWENTS WITH CITY.
N0 DOSING >nutNCNT TD REMAIN 15 TO BE LEFT WTHCUT PDWR OVERNIOtt. ALL CHANCES MUST BE MADE
DURING DMUGH.
CONTRACTOR IS TO PROMOC AU. WORK REWIRED TO EXTEND. REPLACE AND RECONNECT EASING STREDLIGHRN0
CONDUIT AND WRING TO REMAIN PER CITY STANDARDS AND DIRECRONS
REFER TO CITY STANDARD DETAILS.
FOREST PARK BOULEVARD
(A ',MIMIC wont PUDL.0 Po94T-Or-WA0
ane 04n w An
Writ
JERO
LOT i R —
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SITE PLAN — STREET UGHT*NG
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--IB'IRO>OZD
ROBINETT & ASSOCIATES
2011 North Collins Blvd, Sub 701
Richardson, TX75080
072-234-1945
mN1M0011IBad.can
TBPE N F-3821
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INSTALL TYPE Y-4 RAISED PAVEMENT MARKERS
INSTALL WORD 'ONLY" (TYP.)
INSTALL TYPE II-AA-4 RAISED PAVEMENT MARKERS
VACANT
INSTALL TYPE Y-4 RAISED PAVEMENT MARKERS -.
NSTALL RIGHT TURN
ARROW (TYP.)
Slat •
(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)
SPEED UMT 40 MPH "' ' ' .
2200 BIX
EXISTING WORD 'ONLY"
AND ARROW (TYP.)
NOTES: 1. THE CONTRACTOR SHALL INSTALL CITY FURNISHED METRO
STREET NAME SIGNS.
2. ALL MARKINGS AND MARKERS ARE TO BE PLACED IN
ACCORDANCE WITH THE CITY STANDARDS.
3. METRO SIGNS SHALL BE MOUNTED ON MAST ARM, PLACED
2' FROM SIGNAL POLE AND MOUNTED LEVEL.
4. INSTALL 6 R10-48 PED. BUTTON SIGNS:
2 ON EACH POLES T3 & T4 AND 1 EACH ON POLES T1 & T2.
5. ALL PEDESTRIAN PUSH BUTTON SIGNS TO BE FURNISHED
AND INSTALLED BY CONTRACTOR.
6. ALL MARKINGS AND MARKERS SHALL BE FURNISHED
AND INSTALLED BY THE CONTRACTOR.
7. ALL SIGNS AND MOUNTING HARDWARE ARE BY
CONTRACTOR.
8. SALVAGE ANY EXISTING PAVEMENT MARKERS/BUTTONS
REMOVED AT THE INTERSECTION
R.O.W.
SalEYISONG
SDEEL ROTE & MAST MN
SIGNAL HEAD & N4
IH ® Nam CCSIMOU,M CABINET
0 CRCUND'BOX
• —TzT LUMINAIRE
r 0 MEP erne CABLE
TEL TEUPNONE CABLE
W WMER LINE
H
0
L E G
4 ram nroRNtr
E--( AENICIE CETEC1OJ Loop
17 O-1 PEDESTRWV RENAL & No.
NU/ 90EWALL RNJP
- - -USING caOJtT RUM
CT-COOT-ITCO COSTING MOE0 CAM[AA & Nu
C1-o-La s1REEr LETTING
END :I
SI@I. POLE & MAST IAIJ
I -eel VENAL HEAD & Lta
CatoIRCUIP CANINE,
CTWNO Bar
WMINNRE
9KWA1J(-RANP
RimIC RADAR KTECna& No.
O
f'
toy 18' J�
` 1
18 '
,11 Ltt-..
iD
•............ .
13'
INSTALL 18" SOLI
WHITE STOPBAR-58'
55,
T3
a -
SINGLE FAMILY
HOMES
O
re
PROPOSED
02
C �
PHASE DUMBER
OPTION (2 DETECTORS)
\CHICLE DOECDCN ZONE
17 .,_t PEDESIMM.9CNAL & No.
Bair Cr WAY
—.— -IMPOSED CONWR MAl
GR. LARGE GROUND 80R
Ai PGAER POLE
DESIGNED Br JG
DATE- aa-tS-to
15'
DRAWN BY: m
DATE: 05-15-10
CHECKED SY: JC
DATE: 00-45-10
CAD FILE: Delos & MaN,Ha
DATE:
13'
18'
SIGNS
LEFT ON GREEN ARROW ONLY (R10-5)
MEIRO G TH NAME & BLOCK NUMBERS)
NO PED. CROSSING SIGN (RS-3)
YIELD SIGN (RI-2)
LANE USAGE (R3-5)
SIGNAL AHEAD (W3-3)
VACANT
NSTALL TYPE 11-CR-4 RAISED PAVEMENT MARKERS
NSTALL TYPE W-4 RAISED PAVEMENT MARKERS
INSTALL 18" SOLID WHITE
STOPBAR-12'
•
Ci
a NOTES:
1
INSTALL 18" SOLID WHITE
STOPBAR-49'
PARK
MOUNT MARK QUANTITY
ON T2 & T4
MAST ARM
ON POLE T1, 12,
ATOM& T4 MAST
ON POLE TI &
T2
ON NW CORNER
(GROUND)
GROUND
GROUND
SIGN LEGEND :
LEFT
TURN
SIGNAL
1
PAVEMENT MARKINGS AND TRAFFIC BUTTONS
QUANTITIES SEE SHEET NO. C7.2b
REFURNISGED EXISTING PAVEMENT
MARKINGS AND BUTTONS AS NEEDED,
DeShazo, Tang & Associates, Inc.
Engineers . Planners
ADD South Neuman Suite330
Dafas,TX 75202-4899
Z14-748-6740'. Fox 214-748-7037
1
;...! tea^' JEROME STREET Sc W ROSEDALE STREET
' 75570
ihrice
h `ILDATE 00/t5/2010 I DWG. No. 3456 I LOCATION No. 3312 I SHEET No. CS.7
RIO IO
SIGN 'A'
RP-]
RGN 'C'
RI-2
SIGN b'
Q 10 20 30 40 00
m am. $
GRAPHIC SCALE
1
ONLY
R3-5
sGN 'E
W3-3
SIGN r
DEPT. OF TRANSPORTATION WORTH
AND PUBLIC WORKS ORT
TRAFFIC SERVICES DIVISION
SIGNS AND MARKING LAYOUT
artners
ENGINEERING SOLUTIONS
FINAL CONTRACT PRICES - SITEWORK FOR CFA
MIDTOWN VILLAGE - DOE 6130 - CFA 2010-034
OWNER: FORT WORTH MIDTOWN LD, LLC
c/o RAYMOND MANAGEMENT COMPANY
FOREST PARK BLVD. DECELERATION LANE & LEFT TURN LANE
DESCRIPTION
1 10' 4000 PSI REINF CONCRETE PAVEMENT
2 6' INTEGRAL CURB
3 UNCLASSIFIED STREET EXCAVATION
4 COMPACTED SUBGRADE
5 SAWED BREAKOUT GROOVE - FULL DEPTH
6 REMOVE EXISTING CONCRETE CURB & GUTTER
7 IREMOVE EXISTING MEDIAN PAVEMENT
8 !CONSTRUCT 4' CONCRETE MEDIAN PAVEMENT
9 LONGITUDINAL BUTT JOINT
10 TRAFFIC CONTROL
11 SEEDING & SODDING IN DISTURBED AREAS IN R.O.W.
12 TESTING
13 5' SIDEWALK ALONG FOREST PARK
14 STRIPING AT FOREST PARK & CHARLIE LANE INTERSECTION
15 BARRIER FREE RAMPS WITH TRUNCATED DOMES
JEROME STREET WITHIN EXISTING PUBLIC RIG9T OF WAY
DESCRIPTION
1 10' 4000 PSI REINF CONCRETE PAVEMENT
2 6" INTEGRAL CURB
3 UNCLASSIFIED STREET EXCAVATION
4 COMPACTED SUBGRADE
5 SAWED BREAKOUT GROOVE - FULL DEPTH
6 (REMOVE EXISTING CONCRETE CURB & GUTTER
7 !REMOVE EXISTING CONCRETE PAVEMENT
8 !REMOVE EXISTING CONCRETE PAVEMENT - OLD DRIVEWAY
9 IREMOVE EXISTING CONCRETE SIDEWALK
10 !CONSTRUCT 4' CONCRETE MEDIAN PAVEMENT
11 !LONGITUDINAL BUTT JOINT
12 !TRAFFIC CONTROL
13 !SEEDING & SODDING IN DISTURBED AREAS IN R.O.W.
14 I TESTING
15 15' SIDEWALK ALONG WEST ROSEDALE & JEROME STREET
16 (STRIPING AT JEROME ROSEDALE INTERSECTION
17 !BARRIER FREE RAMPS WITH TRUNCATED DOMES
1
1
Bury & Partners-DFW, Inc.
5310 Harvest Hill Road, Suite 100
Dallas, Texas 75230
Texas Firm Reg. F-1048
Tel 972-991-0011
Fax 972-991-0278
PROJECT NO: 30508-02
DATE' January 21, 2011
PAGE 1 OF 5
QUANTITY UNIT COST/UNIT
749 SY $ 35 90
589 LF $ 4.00
60 CY $ 16 00
824 SY $ 4.00
647 LF $ 1.00
628 LF $ 5.00
2811 SY $ 15.00
7931 SF $ 3.00
6391 LF $ 3.00
11 LS $ 500.00
11 LS $ 2,808.00
11 LS $ 1,000.00
2,4501 SF $ 3.20
11 LS $ 300.00
21 EA $ 750.00
FOREST PARK SUB -TOTAL
QUANTITY UNIT COST/UNIT
775 SY $ 35.90
423 LF 1 $ 4.00
800 CY $ 16.00
855 SY $ 4.00
166 LF $ 1.00
168 LF $ 5.00
389 SY $ 15.00
31 SY $ 15.00
74 SY 1 $ 15.00
115 SF $ 3.00
155 LF $ 3.00
1 LS $ 500.00
1 LS $ 454.00
1 LS $ 1,000.00
340 SF $ 3.20
1 LS $ 300.00
5 EA $ 750.00
JEROME STREET SUB -TOTAL
TOTAL COST
$ 26,889.10
$ 2,356.00
$ 960.00
$ 3,296 00
$ 647.00
$ 3,140.00
$ 4,215 00
$ 2,379.00
$ 1,917.00
$ 500.00
$ 2,808.00
$ 1,000.00
$ 7,840.00
$ 300.00
$ 1,500.00
$ 59,747.10
TOTAL COST
$ 27,822.50
$ 1,692.00
$ 12,800.00
$ 3,420.00
$ 166.00
$ 840.00
$ 5,835.00
$ 465.00
$ 1,110.00
$ 345.00
$ 465.00
$ 500.00
$ 454.00
$ 1,000.00
$ 1,088.00
$ 300.00
$ 3,750.00
$ 62,052.50
F:\30508-02\ENGINEERING\Cost Estimates\10-05-05 CFA Estimate\11-01-21 CFA Final Contr Prices Midtown.xls
1/25/2011
ury a rt ner s
ENGINEERING SOLUTIONS
FINAL CONTRACT PRICES - SITEWORK FOR CFA
MIDTOWN VILLAGE - DOE 6130 - CFA 2010-034
OWNER: FORT WORTH MIDTOWN LD, LLC
c/o RAYMOND MANAGEMENT COMPANY
NORTHTON ST. DRIVE APPROACH WITHIN W. ROSEDALE RIGHT OF WAY
DESCRIPTION QUANTITY
1 10" 4000 PSI REINF CONCRETE PAVEMENT 72
2 6" INTEGRAL CURB 82
3 UNCLASSIFIED STREET EXCAVATION 10
4 COMPACTED SUBGRADE 80
5 !SAWED BREAKOUT GROOVE - FULL DEPTH 136
6 !REMOVE EXISTING CONCRETE CURB & GUTTER 87
7 REMOVE EXISTING CONCRETE PAVEMENT 51
8 REMOVE EXISTING CONCRETE SIDEWALK 69
9 LONGITUDINAL BUTT JOINT 132
10 TRAFFIC CONTROL 1
11 SEEDING & SODDING IN DISTURBED AREAS IN R.O.W. 1
12 TESTING 1
13 5' SIDEWALK ALONG WEST ROSEDALE 410
14 BARRIER FREE RAMPS WITH TRUNCATED DOMES 2
WATER
DESCRIPTION
1 10-inch DR 14 PVC WATER PIPE
2 6-inch DR 14 PVC WATER PIPE FOR FIRE HYDRANT LEAD
3 6-inch DR 14 PVC WATER PIPE FOR FIRE SPRINKLER LEAD
4 10-inch GATE VALVE
5 16-inch GATE VALVE ON FIRE HYDRANT LEAD
6 I6-1nch GATE VALVE ON FIRE SPRINKLER LEAD
7 14-inch GATE VALVE
8 (FIRE HYDRANT
9 !PLUG 6" FIRE SPRINKLER LEAD
10 IPLUG 4" DOMESTIC SERVICE
11 !CUT & CONNECT TO EXIST 10-INCH MAIN AT 10" X 10" TEE
12 14' TAP, DR 14 PIPE WITH CONCRETE METER VAULT
13 12' TAP, TYPE K COPPER PIPE WITH METER BOX
14 12' IRRIGATION TAP, TYPE K COPPER PIPE WITH METER BOX
15 11' IRRIGATION TAP, TYPE K COPPER PIPE WITH METER BOX
16 !REMOVE & REPLACE CONCRETE STREET PAVEMENT
17 'FITTINGS
18 !TRAFFIC CONTROL
19 ITESTING
20 !TRENCH SAFETY
Bury & Partners-DFW, Inc.
5310 Harvest Hill Road, Suite 100
Dallas, Texas 75230
Tel 972-991-0011
Fax 972-991-0278
PROJECT NO: 30508-02
DATE: January 21, 2011
PAGE 2 OF 5
UNIT
SY
LF
CY
SY
LF
LF
SY
SY
LF
LS
LS
LS
SF
EA
COST/UNIT
$ 35.90
$ 4.00
$ 16.00
$ 4.00
$ 1.00
$ 5.00
$ 15.00
$ 15.00
$ 3.00
$ 200.00
$ 4,372 00
$ 1,000.00
$ 3.20
$ 750.00
NORTHTON APPROACH SUB -TOTAL
QTY
1,220
122
52
9
3
5
31
3
5
3
2
3
3
5
3
31
22
1
1
1,394
UNIT
LF
LF
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
SY
EA
LS
LS
LF
WATER
COST/UNIT
$ 23.00
$ 19.00
$ 20.00
$ 1,657.00
$ 866.00
$ 866.00
$ 749.00
$ 2,449.00
$ 100.00
$ 95.00
$ 4,203.00
$ 10,071.00
$ 2,226.00
$ 2,544.00
$ 2,148.00
$ 108.00
$ 404.00
$ 2,880.00
$ 1,786.00
$ 1.00
SUB -TOTAL
TOTAL COST
$ 2,584.80
$ 328.00
$ 160.00
320.00
136.00
435.00
765.00
1,035.00
396.00
200.00
4,372.00
1,000.00
1,312.00 I
1,500.00
14,543.80
TOTAL COST
$ 28,060.00
$ 2,318.00
$ 1,040.00
$ 14,913.00
$ 2,598.00
$ 4,330.00
$ 2,247.00
$ 7,347.00
$ 500.00
$ 285.00
$ 8,406.00
$ 30,213 00
$ 6,678.00
$ 12,720.00
$ 6,444.00
$ 3,348.00
$ 8,888.00
$ 2,880.00
$ 1,786.00
$ 1,394.00
$ 146,395.00
F:\30508-02\ENGINEERING\Cost Estimates\10-05-05 CFA Estimate\11-01-21 CFA Final Contr Prices Midtown.xls
1/25/2011
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artners
ENGINEERING SOLUTIONS
FINAL CONTRACT PRICES - SITEWORK FOR CFA
MIDTOWN VILLAGE - DOE 6130 - CFA 2010-034
OWNER: FORT WORTH MIDTOWN LD, LLC
c/o RAYMOND MANAGEMENT COMPANY
SANITARY SEWER
DESCRIPTION
8-inch SDR 35 PVC SEWER PIPE - MAIN OR LATERAL
8-inch SDR 26 PVC SEWER PIPE
6-inch SDR 35 PVC SEWER LATERAL
CONN TO EXIST. MANHOLE WITH DROP CONN. & REWORK INVERT
INSTALL CORROSION PROTECTION IN EXISTING MANHOLE
4-foot DIA MANHOLE WITH CORROSION PROTECTION
4-foot DIA MANHOLE
REMOVE & REPLACE ASPHALT STREET PAVEMENT
PLUG 8 MAIN OR LATERAL
PLUG 6 LATERAL
INSTALL CLAY DAM IN TRENCH
CONCRETE ENCASEMENT
TRAFFIC CONTROL
TV, TESTING & VACUUM TEST
TRENCH SAFETY
STORM SEWER
DESCRIPTION
1 48" RCP WITHIN FLOODPLAIN EASEMENT
2 48" 2 1 SLOPED END HEADWALL (TxDOT TYPE S.E.T.)
3 24" MIN DIA DRY ROCK RIP RAP
4 TRENCH SAFETY
5 TESTING
STREET LIGHT RELOCATIONS
DESCRIPTION
1 2' SCH 40 PVC ELECTRIC CONDUIT - OPEN CUT
2 CABLE - NUMBER 6 INSULATED STRANDED THHW
3 ELECTRIC GROUND BOX WITH LID
4 ICONCRETE LIGHT FOUNDATION - TYPE 1
5 I DEMO EXISTING LIGHT POLE FOUNDATION
6 'RELOCATE EXISTING LIGHT POLE & LUMINAIRE
7 'TESTING
Bury & Partners-DFW, Inc.
5310 Harvest Hill Road, Suite 100
Dallas, Texas 75230
Tel 972-991-0011
Fax 972-991-0278
PROJECT NO: 30508-02
DATE: January 21, 2011
PAGE 3 OF 5
UNIT
1,042 LF
110 LF
141
1
1
1
7
40
3
5
7
110
1
1,293
1,293
LF
EA
EA
EA
EA
SY
EA
EA
EA
LF
LS
LF
LF
COST/UNIT
$ 19.00
$ 21.00
$ 18.00
$ 7,075.00
$ 2,500.00
$ 4,568.00
$ 2,568.00
$ 108.00
$ 25.00
$ 20.00
$ 25.00
$ 62.00
$ 2,880.00
$ 1.00
$ 1.00
SANITARY SUB -TOTAL
QTY UNIT
26 LF $
1 EA $
113 SY $
TOTAL COST
$ 19,798.00
$ 2,310.00
$ 2,538.00
$ 7,075.00
$ 2,500.00
$ 4,568.00
$ 17,976.00
$ 4,320.00
$ 75.00
$ 100.00
$ 175.00
$ 6,820.00
$ 2,880.00
$ 1,293 00
$ 1,293.00
$ 73,721.00
168.00 I $
6,163.00 ( $
13.00 1 $
26 LF $ 1.00 I $
261 LF $ 1.00 I $
I STORM SUB -TOTAL 1 $
QTY UNIT
640 LF $
880 LF $
2 EA $
3 EA $
3 EA I $
3 EA I $
1 LS I $
11.00 $
2.00 $
400.00 $
1,867.00 I $
750.00 I $
750.00 1 $
300.00 1 $
STREET LIGHT SUB -TOTAL 1 $
4,368.00
6,163.00
1,469.00
26.00
26.00
12,052.00
7,040.00
1,760.00
800.00
5,601.00
2,250.00
2,250.00
300.00
20,001.00
F:\30508-02\ENGINEERING\Cost Estimates\10-05-05 CFA Estimate\11-01-21 CFA Final Contr Prices Midtown.xls
1/25/2011
artners
ENGINEERING
SOLUTIONS
FINAL CONTRACT PRICES - SITEWORK FOR CFA
MIDTOWN VILLAGE - DOE 6130 - CFA 2010-034
OWNER: FORT WORTH MIDTOWN LD, LLC
c/o RAYMOND MANAGEMENT COMPANY
TRAFFIC SIGNALS - WEST ROSEDALE AT JEROME
DESCRIPTION
1 MOBILIZATION
2 SIGNAL HEAD - 3 SECTION TYPE A TYPE B
3 INTERNATIONAL PEDESTRIAN SIGNAL TYPE P
4 PEDESTRIAN PUSH BUTTON & SIGN ASSEMBLY
5 LARGE ELECTRIC GROUND BOX WITH LID & APRON
6 (SMALL ELECTRIC GROUND BOX WITH LID & APRON
7 13' SCH 40 PVC CONDUIT - OPEN CUT
8 12' SCH 40 PVC CONDUIT - RM
9 12' SCH 40 PVC CONDUIT - OPEN CUT
10 13' SCH 40 PVC CONDUIT - BORE
11 120 CONDUCTOR #14 STRANDED CABLE
12 !NUMBER 8 XHHW BLACK CABLE
13 !NUMBER 8 XHHW WHITE CABLE
14 !NUMBER 8 BARE CABLE
15 !NUMBER 6 XHHW STRANDED WIRE BLACK
16 !NUMBER 6 XHHW STRANDED WIRE WHITE
17 !CONCRETE FOUNDATION TYPE 3
18 !CONCRETE FOUNDATION TYPE 4
19 (CABINET CONCRETE FOUNDATION
20 !SIGNAL MAST ARM STABILIZER
21 !TRAFFIC SIGNAL MISC TESTING
22 IRG-11 COAX COMMUNICATION CABLE
23 IFURNISH & INSTALL SIGNS & POSTS
24 120' SIGNAL MAST ARM
25 124' SIGNAL MAST ARM
26 148' SIGNAL MAST ARM
27 TYPE 43 SIGNAL POLE
28 'TYPE 42 SIGNAL POLE
29 TYPE 41 SIGNAL POLE
30 170 E CONTROLLER/CABINET GROUND MOUNT
31 OPTICOM CABLE & DETECTORS
32 RADAR DETECTION
33 SIGNAL - PEDESTAL ELECTRCI SERVICE
34 8' STREET LIGHT ASSEMBLY
QUANTITY
1
12
6
6
1
4
190
30
35
295
545
505
505
535
80
40
2
2
1
2
1
150
6
1
1
2
2
1
1
1
1
1
1
3
Bury & Partners-DFW, Inc.
5310 Harvest Hill Road, Suite 100
Dallas, Texas 75230
Tel 972-991-0011
Fax 972-991-0278
PROJECT NO: 30508-02
DATE January 21, 2011
PAGE 4 OF 5
UNIT COST/UNIT
LS $ 9,600.00
EA $ 756.00
EA $ 540.00
EA $ 300.00
EA $ 900.00
EA $ 720.00
LF $ 14.40
LF $ 24.00
LF $ 12.00
LF $ 24.00
LF $ 7.20
LF $ 1.26
LF $ 1.26
LF $ 1.20
LF $ 1.50
LF $ 1.50
EA $ 2,400.00
EA $ 3,024.00
EA $ 1,800.00
EA $ 420.00
EA $ 3,600.00
LF $ 1.50
EA $ 780.00
EA $ 2 202 00
EA $ 2,580.00
EA $ 4,560.00
EA $ 6,504.00
EA $ 5,400.00
EA $ 5,400.00
EA $ 15,420.00
LS $ 5,736.00
LS $ 19,240.80
EA $ 6,000.00
EA $ 1,479.60
TRAFFIC SIGNALS SUB -TOTAL
TOTAL COST
$ 9,600.00
$ 9,072 00
$ 3,240 00
$ 1,800.00
$ 900.00
$ 2,880.00
$ 2,736.00
$ 720.00
$ 420.00 1
$ 7,080.00
$ 3,924.00
$ 636.30
$ 636.30
$ 642 00 !
$ 120.00
$ 60.00
$ 4,800.00
$ 6,048.00
$ 1,800.00
$ 840.00
$ 3,600.00
$ 225.00
$ 4,680.00
$ 2,202.00
$ 2,580.00
$ 9,120.00
$ 13,008.00
$ 5,400.00
$ 5,400.00
$ 15,420.001
$ 5,736.00
$ 19,240.80
$ 6,000.00
$ 4,438.80
$ 155,005.20
F:\30508-02\ENGINEERING\Cost Estimates\10-05-05 CFA Estimate\11-01-21 CFA Final Contr Prices Midtown.xls
1/25/2011
artners
ENGINEERING SOLUTIONS
FINAL CONTRACT PRICES - SITEWORK FOR CFA
MIDTOWN VILLAGE - DOE 6130 - CFA 2010-034
OWNER: FORT WORTH MIDTOWN LD, LLC
c/o RAYMOND MANAGEMENT COMPANY
PROJECT SUMMARY
FOREST PARK BLVD DECELERATION LANE & LEFT TURN LANE
JEROME STREET WITHIN EXISTING PUBLIC RIGHT OF WAY
NORTHTON ST. DRIVE APPROACH WITHIN WEST ROSEDALE R.O.W.
WATER SYSTEM
SANITARY SEWER SYSTEM
STORM SEWER SYSTEM WITHIN FLOODPLAIN EASEMENT
STREET LIGHT RELOCATIONS
TRAFFIC SIGNALS
Bury & Partners-DFW, Inc.
5310 Harvest Hill Road, Suite 100
Dallas, Texas 75230
Tel 972-991-0011
Fax 972-991-0278
PROJECT NO: 30508-02
DATE: January 21, 2011
PAGE 5 OF 5
SUB -TOTAL PAVING
SUB -TOTAL WATER & SEWER
GRAND TOTAL
$ 59,747.10
$ 62,052.50
$ 14,543.80
$ 136,343.40
$ 146,395.00
$ 73,721.00
$ 220,116.00
12,052.00
20,001.00
155,005.20
543,517.60
F:\30508-02\ENGINEERING\Cost Estimates\10-05-05 CFA Estimate\11-01-21 CFA Final Contr Prices Midtown.xls
1/25/2011