HomeMy WebLinkAboutContract 46800 Developer and Project Information Cover Sheet:
Developer Company Name: Live Oak 40 Development, LLC
Address, State,Zip Code: 5137 Davis Blvd,North Richland Hills, TX 76180
Phone 817-281-3509 E-Mail terry@sandlin.com
Authorized Signatory/Title Terry Sandlin
Project Name and Brief Description: Live Oak Creek Phase 2, Sections 1 &2
Project Location: Sec.1: North of White Settlement Rd. East of Haywire Ranch Rd. Sec.2: North of
White Settlement Rd. West of Haywire Ranch Rd.
Plat Case No.:FP:14-035,36 Plat Name: Live Oak Creek
Mapsco: 57 R&Q Council District: 3 City Project No:02333
CFA:2015-021 DOE.: 7275
To be completed by staff.
Received by: Date:
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
t
COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary
COUNTY OF TARRANT § Contract No. 4600
WHEREAS, the undersigned Developer ("Developer") desires to make certain
specific improvements as described below and on the exhibits attached hereto
("Improvements") related to a project generally described as Live Oak Creek Phase 2
Sections 1 & 2 ("Project") within the City of Fort Worth, Texas ("City"); and
WHEREAS, the City has no obligation to participate in the cost of the
Improvements or Project; and
WHEREAS, any future City participation in this CFA is subject to the availability
of City funds and approval by the Fort Worth City Council and shall be memorialized as an
amendment to this Agreement; and
WHEREAS, the Developer and the City desire to enter into this Community
Facilities Agreement ("CFA" or "Agreement") in connection with the Improvements and the
Project.
NOW,THEREFORE, 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, as amended, is
hereby incorporated into this 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 and to cause all
contractors hired by Developer to comply with the Policy in connection with
rrnn the work performed by said contractors.
C)
rn B. Developer shall provide financial security in conformance with paragraph 6,
C
m Section II, of the Policy and recognizes that there shall be no reduction in the
0
C-- collateral until the Project has been completed and the C' has u
C13 accepted the Improvements. Developer acknowledge OMCtAL RECORD
acceptance process requires the Developer's contractor( )CUUNNEMRY
2 FT.WORTH,TX
affidavit of bills paid signed by its contractor and consent of surety signed
by its surety to ensure the contractor has paid any sub-contractors and
suppliers in full. Additionally, the contractor must also provide in writing
that the contractor has been paid in full by Developer for all the services
provided under their 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)X , Storm Drain(B-1) X
, Street Lights & Signs (Q-2L
E. The Developer shall award all contracts for the construction of the
Improvements in accordance with Section II, paragraph 7 of the Policy and the
contracts shall be administered in conformance with paragraph 8, Section II, of
the Policy.
F. For all Improvements 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
department having jurisdiction over the infrastructure to be constructed,
said contractor to meet City's requirements for being prequalified, insured,
licensed and bonded to do work in public streets and/or 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 Improvements, and a maintenance bond
in the name of the City for one hundred percent (100%) of the contract price
of the Improvements valid for a period of two (2) years from the date of
final acceptance 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
3
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 Certificate of Insurance
(ACORD or other state-approved form) supplied by the contractor's
insurance provider and bound in the construction contract book.
iv. To require its contractor to give at least 48 hours' advance notice of intent
to commence construction to the City's Construction Services Division so
that City inspection personnel will be available; to require the contractor to
allow the construction to be subject to inspection at any and all times by
City inspection forces, to not 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.
v. To require its contractor to have fully executed contract documents
submitted to the City in order to schedule a Pre-Construction Meeting. The
submittal should occur no less than 10 working 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 lines 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 shall provide, at its expense, all engineering drawings and
documents necessary to construct the improvements under this Agreement.
H. Developer shall cause the installation or adjustment of the required utilities to
serve the development or to construct the Improvements contemplated 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
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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
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,
5
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.
N. Upon completion of all work associated with the construction of the
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%) 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. Developer shall complete the Improvements within two (2) years,
provided, however, if construction of the Improvements has started within
the two year period, the developer may request that the CFA be extended
for one additional year.
ii. Nothing contained herein is intended to limit the Developer's
obligations under the Policy, this Agreement, its financial guarantee, its
6
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 Improvements
if at the end of two (2) years from the date of this Agreement (and any
extension period) the Improvements have not been completed and accepted.
iv. The City may utilize the Developer's financial guarantee to cause the
completion of the construction of the Improvements 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 insolvent 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.
(REMAINDER OF PAGE INTENTIONALLY LEFT BLANK)
7
Cost Summary Sheet
Project Name: Live Oak Creek Phase 2, Sections 1 &2
CFA No.:2015-021 DOE No.: 7275
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 $132,600
2.Sewer Construction $166,573.00
Water and Sewer Construction Total $ 299,173.00
B. TPW Construction
1.Street $ 287,452.50
2.Storm Drain $ 77,405.00
3.Street Lights Installed by Developer $ 66,264.00
TPW Construction Cost Total $ 431,121.50
Total Construction Cost(excluding the fees): $ 730,294.50
Construction Fees:
C. Water/Sewer Inspection Fee(2%) $ 5,983.46
D. Water/Sewer Material Testing Fee(2%) $ 5,983.46
Sub-Total for Water Construction Fees $ 11,966.92
E. TPW Inspection Fee(4%) $ 14,594.30
F. TPW Material Testing(2%) $ 7,297.15
G. Street Light Inspsection Cost $ 2,650.56
H. Street Signs Installation Cost $ 980.00
Sub-Total for TPW Construction Fees $ 25,522.01
Total Construction Fees: $ 37,488.93
Financial Guarantee Options Choose one Amount Mark choice
Bond=100% $ 730,294.50
Completion Agreement=100%/Holds Plat $ 730,294.50
Cash Escrow Water/Sanitary Sewer=125% $ 373,966.25
Cash Escrow Paving/Storm Drain=125% $ 538,901.88
Letter of Credit=125%w/2yr expiration period $ 912,868.13 x
8
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,andsa'd Developer has execu d this
instrument in quadruplicate,at Fort Worth,Texas this th day of
20�_.
CITY OF FORT WORTH-.Recommended by:
Water Department Transportation&Public Works Department
AWe hi-Ba lal,EMBA,P.E. Douglas . Wiersig,P.E.
velopment Engineering Manager Director
Approved as to Form&Legality: Approved by City Manager's Office
Douglas W. Black Fernando Costa ....
Assistant City Attorney Assistant City Manager
M&C No. AIA,
Date:
ATTEST: 0 °
° OM EiM&C RE-QUIRED
0
°
Mary J.Kayser
000
City Secretary ,'°°°°°°S
ATTEST: DEVELOPER: Live Oak 40 Development,LLC
1
Signature Signature.
(Print)Name: Print Name: Teary Sandlin
Title:Manager
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
9
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: Street Lights and Signs Improvements
® Street Lights and Signs Estimate
(Remainder of Page Intentionally Left Blank)
10
PLANS FOR THE CONSTRUCTION OF WATER,
SEWER, PAVING, STREET LIGHTING, & DRAINAGE
IMPROVEMENTS
TO SERVE
LIVE OAK CREEK,PHASE 2 SECTIONS 1 &2
SUBJECT
TRACTS
�i
rR0 � z
b
m
N
VICINITY MAP(N.T.S.)
0,0,E, NO. 7275
CITY PROJECT NO. 02333
39
WATER PROJECT NO. P265-6001502333-00 Srm® �
16301 Dumm Drive,Sub 2008
SEWER PROJECT N O. P275-7001302333-00 Addison,Texas 75001
Tel:972-248-7676
FILE NO. W-2333 Fax 972-248-1414
October 1, 2014 — SHEET 1
FINAL PLAT — SECTION 1
LIVE OAK CREEK
BLOCK F, LOTS 12-21 AND BLOCK MM, LOTS 1-10
20 RESIDENTIAL LOTS
3.656 ACRES OUT OF THE
JOHN T. ALLEN SURVEY, ABST. No. 67
TARRANT COUNTY, TEXAS
REF. CASE Nos.: PP-005-098
FP-14-036
FINAL PLAT — SECTION 2
LIVE OAK CREEK
BLOCK K. LOTS 17-18 AND 19A; BLOCK Q, LOTS 7-13;
BLOCK T. LOTS 1-9; BLOCK W. LOTS 1-2 AND 1A
20 RESIDENTIAL LOTS AND 2 OPEN SPACE LOTS
6.050 ACRES OUT OF THE
JOHN T. ALLEN SURVEY, ABST. No. 67,
AND THE C.E.P.I. MFG. CO. SURVEY, ABST. No. 382
TARRANT COUNTY, TEXAS
REF. CASE Nos.: PP-005-098
FP-14-035
LIVE OAK DEVELOPMENT 40, LLC OWNERAEVELOPER
5137 Davis Blvd. (817) 281-3509
North Richland Hills, Texas 76180
JBI PARTNERS, INC. ' SURVEYOR ZgNGINEER
16301 Quorum Drive, Suite 200 B (972) 248-7676
Addison, Texas 75001
TBPE No. F-438 TBPLS No. 10076000
D.O.E. NO. 7275 6BID
CITY PROJECT NO. 02333
IIXM RMS1ERn qac FIRMF438
WATER PROJECT NO. P265-6001502333-00
16301 Quwn fte,Supe 2008
SEWER PROJECT NO. P275-7001302333-00 Ad&m,Tom 75001
Tel:972.248-7676
FILE NO. W-2333 Fax 972.24&1414
October 1, 2014 — SHEET 2
LOT 24
BLOCK K
PRIVATE OPEN SPACE W.K.GANDY SURVEY F.W.SCHODEVERUNC SURVEY
0.535 98 ACRES A-1890 A-13 _.
SANITARY SEWER EASEMENT J. 7,ALLEN SURVEY
A-67
7-1
(BY)SEPARATE INSTRUMENT)
DRAINAGE DRAINAGE EASEMENT
3- FUTURE PHASE
EASEMENT BY SEPARATE
(BY INSTRUMENT)
SEPARATE ACCESS EASEMENT g
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INSTRUMENT) " PHASE 2.SECTION
20'PIPELINE DOE 7275
EASEMENT
TOENERGY
TRANSFER
FUEL,L.P.
DOC.NO.
02D6237894 W/J HAYWIRE I LP
DERRINGER DRIVE DOC.NUMBER
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PLAT MAP
PLANS FOR THE CONSTRUCTION OF WATER,
dEB
"'+�wOrtM SEWER, PAVING, STREET LIGHTING, &
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Add m,Texas 75001 (D.O.E N0.7275)
Tet 972.248.7676
Fac 972-248.1414
October 31, 2014 - SHEET 3
LOT 24
BLOCK K
PRIVATE OPEN SPACE W.K.GANDY SURVEY F.W.SCHODEVERLING SURVEY
0.535 ACRES x-1890 A-1390 —
J. T.ALLEN SURVEY
SANITARY SEWER EASEMENT A-67
71 (BY SEPARATE INSTRUMENT)
DRAINAGE DRAINAGE EASEMENT u
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(BY
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_
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(BY SEPARATE �a LIVE OAK CREEK DOE/545J
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PROP. WATERLINE WATER
. EXHIBIT A
EXIST. WATER LINE PLANS FOR THE CONSTRUCTION OF WATER,
�``"`� SEWER, PAVING, STREET LIGHTING, &
TEMSR aSUNMENIMM ,FRMfz-436 DRAINAGE IMPROVEMENTS
TO SERVE
163o10uorum We,Sum 200B LIVE OAK CREEK,PH 2 SECTIONS 1 812
Addbon,Tum 750D1 (0.01 N0.7275)
Tet 972-247676
Fm1c972-248-1414 PROPOSED WATER
LINES ARE 80 UNLESS
OTHERWISE INDICATED. October 31, 2014 — SHEET 4
CFA COST ESTIMATE
UNIT PRICE BID
Project Item Information Bidders Proposal
Bidlist Item Description Specificati Unit ofBid Unit Price Bid Value
No. on Section Measure Quanti
UMI.-WATT IMPROVEMVNT$
33I1.0001 Ductile Iron Water Fittings w/ 33 11 11 TON 0.90 $ 3,500.00 $ 3,150.00
Restraint
3311.0261 8"PVC Water Pipe 33 11 12 LF 2,038 $ 32.00 $ 65 216.00
3311.0262 8"PVC Water Pipe,CSS Backfill 33 11 12 LF 79 $ 48.00 $ 3,792.00
3311.0461 12"PVC Water Pipe 33 11 12 LF - $ 31.50 $
3312.0001 Fire H drant 33 1240 EA 2 $ 3,750.00 $ 7 500.00
3312.2003 1"Water Service(copper) 33 12 10 EA 39 $ 950.00 $ 37 050.00
3312.2103 1 1/2"Water Service 33 12 10 EA $ 1,350.00 $
3312.3002 6"Gate Valve 33 1220 EA 2 $ 875.00 $ 1,750.00
3312.3003 8"Gate Valve 33 1220 EA 7 $ 1075.00 $ 7 525.00
3312.3005 12"Gate Valve 33 1220 EA - $ 1,900.00 Is
3312.0117 Remove Plug&Connect to 33 1225 EA 6 $ 750.00 $ 41500.00
Existing 4"to 12"Main
9999.0000 4"Irrigation Casing LF I - $ 13.00 $
9999.0001 6"Irrigation Casing LF I - $ 17.50 $
3305.0109 Trench Safety 3305 10 ILF 2,117 1 $ 2,11700
UNIT 1:WATER IMPROVEMENTS BID SUMMARY is 132,600.00
END OF SECTION
UNE OAK PHASE 2 SECTIONS 1 and 2
CITY OF FORT WORTH DOE 7275
LOT 24
BLOCK K
PRIVATE OPEN SPACE W.K.GRDY SURVEY F.W.SCHODEVERLING SURVEY
0.535 ACRES A-1890 A-1398
J. T.ALLEN SURVEY
SANITARY SEWER EASEMENT A-67
7-1 (BY SEPARATE INSTRUMENT)
DRAINAGEDRAINAGE EASEMENT
EASEMENTENT
BY SEPARATE
(BY INSTRUM )
SEPARATEtAC(.CES�S EASEMENT
INSTRUMENT) SEPARATE LIVE OAK CREEK
TRUMENT) `� PHASE 2.SECTION
BY
20'PIPELINEUFMT DOE 7275
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TO ENERGY SEP RAM UT
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\
u
.E. �s�' I ° e s . �. p 30'%50'
c�'yZ'Ly,+�, LOT 7 7 ] x 1 ? t° 1e 17 WATE
`t1SE
WEIR
R k
$ `01�'t PRNATELMN SPA e I QY 1 1°O u 1a 1x EASEMENT
E pfNJAGE DBill{L1DN0 LANE O
12—ACRES / \ a a E SEP RATE
LI OAI CR EK INSTRUMENT)
12 a 14 \ PNA E 1. e °
4. `3 10 C ON CONNECT TO
CA < EX.4'DIA.MH
° 2 DOE,15453
m PROJIF
a a x r 1° ° 17 rc P274-70013D054183
(E)
SCALE: 1'=400' LEGENDS
PROP. S.S. LINE SANITARY
Bi
• --0 PROP. S.S. MH EXHIBIT Al
— —•— - EXIST. S.S. MH PLANS FOR THE CONSTRUCTION OF NATER,
- -a — EXIST. S.S. LINE SEVER, PAVING, STREET LIGHTING, &
TIEWRMSTURme GDEERMFIRMr-438 DRAINAGE IMPROVEMENTS
M SERVE
18301 Ou0N1m Me,Sub 2008 PROPOSED SANITARY LIVE OAK CREEK,PH 2 SECTIONS 18 2
Addhm,Tem 75001 (D.O.E NO.7275)
Tot 972-248-7676 SEWER LINES ARE 8m
Fmc972-248-1414 UNLESS OTHERWISE
INDICATED.
October 31, 2014 — SHEET 5
00 42 43
BID PROPOSAL
PAGE 4 OF 17
CFA COST ESTIMATE
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Item Description Specificati I Unit of Bid Unit Price Bid Value
No. F Ion Section I Measure I Quantity
UNIT 2: SANTITARY SEWER IMPROVEMENTS
3301.0002 Post-CCTV Inspection 33 0131 LF 1,884 $ 2.00 $ 3,768.00
3301.0101 Manhole Vacuum Testing 33 01 30 EA 7 $ 350.00 $ 2,450.00
3305.3004 12"Sewer Carrier Pipe 33 05 24 LF 163 $ 47.00 $ 7,661.00
3331.4115 8"Sewer Pipe 33 11 10 LF 1,602 $ _ 35.00 $ 56,070.00
3331.4117 8"Sewer Pipe,CSS Backfill 33 1110 LF 119 $ 40.00 $ 4,760.00
3339.1001 4'Manhole(all depths) 33 39 10 EA 7 $ 3,150.00 $ 22,050.00
3339.0106 MH major adjustment-Replace 3305 14 EA 1 $ 775.00 $ 775.00
Cone with 30"min
3331.3102 4"Standard sanitary lateral with 2-33 3150 EA 39 $ 900.00 $ 35,100.00
Wav Cleanout
3331.3314 Locate and adjust existing sanitary 33 3150 EA 2 $ 400.00 $ 800.00
service
3339.0001 Epoxy manhole liner(Internal 33 39 60 VF 39 $ 6,825.00
Corrosion Protection),Complete $ 175.00
in place
3201.0614 Concrete pavement repair, 32 01 29 SY 278 $ 85.00 $ 23,630.00
residential complete in place
9999.0002 Connect to Existing Manhole EA 1 $ 800.00 $ 800.00
3305.0109 Trench Safety 3305 10 LF 1884 $ 1.00 Is 1,884.00
UNIT 2: SANTITARY SEWER IMPROVEMENTS BID SUMMARY is 166,573.00
END OF SECTION
LIVE OAK PHASE 2 SECTIONS 1 and 2
CITY OF FORT WORTH DOE 7275
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
LOT 24
BLOCK K
PRIVATE OPEN SPACE W.K.GANDY SURVEY F.W.SCHODEVERLING SURVEY
0.535 ACRES A-1690 A-1398
J. T.ALLEN SURVEY
SANITARY SEWER EASEMENT A-67
7-1
(BY SEPARATE INSTRUMENT) _
DRAINAGE DRAINAGE EASEMENT $
EASEMENT BY SEPARATE 4i
(BY INSTRUMENT) _
SEPARATE ACCESS EASEMENT
INSTRUMENT) w
(BV SEPARATE LIVE OAK CREE
INSTRUMENT) w PHASE 2.SECTION
20'PIPELINE DOE 7275
EASEMENT
TO ENERGY 2 (B SEP AT
TRANSFER a I 'TRUENT) Yl . a
FUEL,L.P. ° 7 e
DOC.N0. t z 1
D206237894
o e T
O n z u
yp�py n 'd 7
J S 1 ° e
�D�a U nd 1p e Oe U OA KR 6 6 loo 1, LE7eOmci
ID28s°
♦ 3AKIN 7 A.
m ? x 1 WATER
00� 4R a II . OUR EASEMENT
z?m o± (BY
a,,,iJ a I♦ SEPARATE
00 a 12 a 1e 11 lx INSTRUMENT)
1Q o to 11 12 13 la t♦
u T
O 16 17
s . 1 : t 1e
' Ix 6 1♦ 1 9 e ) e
a LOT 2
BLOCK LL
tl a x PRIVATE OPEN
SPACE
3 12 1 — 2.280 ACRES
to I xl a 6 7 e to
2
° o 11 c u u u
a aIs 1♦ la 12 n to s , 1s 1e LIVE OAK CREEK
> O I T e PHASE 1.
e 1O ♦ " a SECTION i
• CABINET A.
l e HATHAWAY DRIVE a x O SLIDE 12888
O7 e t
° W J HAYWIRE I LP
e e 1e 1 1♦ a tz n to ° e 7 e a /
IVE AK RE a DOC.NUMBER
D2062UB0623
7 u za SE TIO 1 z
a 17 1e le xo r x. xs CA INET A. I
SLI E 1 88 h
� LIVE OAK CREEK
4 YARMOUTH LA1 PHASE 2,SECTION 1
a DOE 7275
a
7 1 1. In �12 �13 1♦ 1a to n to a zo 21
I ° s ♦ u zs
T
t2
30'%Sy 'o$U0.0. O
LOT 7 x WATER
SEWER
NAE eNO EAS
y A1RNO EMEN'h
T
EASEMENT NE xRy
1x. RS
SEPARATE
O s e 7 INSTRUMEN
fib'T64 �4.�2 ♦ LI 0 CR K T)
Ix 1314 PHA E 1. e e
to C ON
g7� 1s�. •. 6 is a � ;
•\ I a a • a x 1K zo 1e 17 1e
E
fo RR•
-- a.s
sraxp.,ep�[rr♦
(we.) c,a iii a x x�O
wr.,ls.a u�a rp N.Rua w)
SCALE: 1*=400a ° rSs,♦nao >
a�r cR ,sa o<R m n�>-Ral, Qc,o0i R ,r
nFelPernu�oemlcTa
PAVING
�► amm
U1313-D@ EXHIBIT B
PI SEWER,FOR
PAVING,OST EETLIGHTING,ON OF WATER,
.rEXAs cFUtMF-438 DRAINAGE IMPROVEMENTS
TO SERVE
16301 Own Dare,Slim 2DDB LIVE OAK CREEK,PH 2 SECTIONS 1&2
Adelson,Texe615001 (D.O.E NO.7275)
Tel:972-248-7676
Fax 972-248.1414 October 31, 2014 — SHEET 6
00 42 43
BID PROPOSAL
PAGE 6 OF 17
CFA COST ESTIMATE
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Item Specificati Unit of Bid
No. DescriptionUnitSection Measure Quantity Unit Price Bid Value
UNIT 4«PAWNG IN"OVt+NIMTS
3213.0101 6"Conc Pvmt;Complete In Place 32 13 13 SY 6,165 $ 37.50 $ 231,187.50
3211.0501 6"Lime Treatment;Complete In 32 11 29 SY 6,591 $ 2.50 $ 16,477.50
Place
3211.0400 Lime;Complete In Place 32 1129 TN 99 $ 175.00 $ 17,307.50
#27/SY
3213.0301 4"Conc Sidewalk 32 1320 1 SF 510 $ 4.00 1$ 2,040.00
3213.0501 4'Barrier Free Ramp,Type R-1 32 1320 EA 8 $ 1,450.001$ 11 600.00
241.1000 Remove Existing Concrete 0241 15 SY 99 $ 10.00 $ 990.00
Sidewalk Pavement
3125.0101 SWPPP>1 acre 31 25 00 LS 1 $ 3,500.00 $ 3,500.00
0.0001 Type III Barricade 0.0000 LF 58 $ 35.00 $ 2,030.00
9999.0010 Remove Street barricade 0241 15 LF 116 $ 10.00 $ 1,160.00
9999.0011 Connect to existing concrete street 312500 LF 116 $ 10.00 $ 1,160.00
avement
UNIT 4:PAVING IMPROVEMENTS BID SUMMARY IS 287,452.50
END OF SECTION
LIVE OAK PHASE 2 SECTIONS 1 and 2
CITY OF FORT WORTH DOE 7275
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
LOT 24
BLOCK K
PRIVATE OPEN SPACE W.K.GANDY SURVEY F.W.SCHODEVERLING SURVEY
0.535 ACRES A-1090 A-1398
J. T.ALLEN SURVEY
SANITARY SEWER EASEMENT A-67
71 (BY SEPARATE INSTRUMENT)
DRAINAGE DRAINAGE EASEMENT
EASEMENT BY SEPARATE
(BY INSTRUMENT)
SEPARATE ACCESS EASEMENT
INSTRUMENT) W
(BY SEPARATE � LIVE OAK CREEK
INSTRUMENT) PHASE 2.SECTION
20'PIPELINEDOE 7275
EASEMENT
TO ENERGY tSEP ATTRANSFER a IU ENT) ]FUEL,L.P. 7 a
DOC.NO. t z 1
D206237894
a•pv DERRINGER DRIVE
e p
9 0 1
I CONNECT TO EXISTING 7
0 42-RCP STORM LINE U 1] u o
X-19941 I
y W niD 1T > DOE-5453 ] 7 1 0 9 ° 9
r �'^ a s U OAK_CRF K
m to O PHA E 1, ECTI N 1 0 1o0
a I a 7 6 y
o a U d
ABI N T A, LID 12088 9 ]
m ? _ z 1 WATER
i a a 13 I+7�_ OLI ER DRIVE n a �CISCO COURT EASEMENT
- % 14 SEPARATE
oo S I e 1z ] to n 1$ INSTRUMENT)
I a to 11 12 13 1] 14
' R 1] 2 a
I
J 7 4 ]W t O 16 17
a to
a BLOCK LL
4
LOT 2
] , PRIVATE OPEN
II I I SPACE
?
to u 1 2.280 ACRES
1 9I ] 4 y e 7 a to
9
'o n ] O 12 13 14
< ° to 14I 1] 17 n to 9 e 6 7 6 to +° LIVE
PHASECREEK
I
a 1a 4 a / SECTION f
t_ 4 ] CABINET A,
L y HATHAWAY DRIVE t O / SLIDE 12888
O7 9 1
a eV41� 12 IG 9 e T y W/J H YWIRE I LP
e /
` IVE AK RE 4 ] p� D20626DB23
7 zz ]] 74 SE
a ` n to to 7o r a CA INET A, 1
S-I�E:i 8e ` w ]
LIVE OAK CREEK
4 YARMOUTH LANE S� 1 PHASE 2,SECTION 1
z DOE 7275
] ]
] 1 10 In
111 113 114 111111 n to 1, m zl a e7 p CONNECT TO EXISTING
, 1D 24'RCP STORM L1NE
\ X-19941
o�`�� zz 7] ]I CARL DOE-5453
a 4 / p RF 4 ew 30'X50'
� aoa7c 7 ] O / 19 to 17 to WATER h
'14b'2 e 1 a 14 SEWER
O. =N'T" DRUMMOND LANE O U t] EASEMENT
fs S (BY
Tqr��.?TS
MAX
O y a 7 SEPARATE
CR EK INSTRUMENT)
ti 1] 14 / PHA E 1, e e
o$0 �'�* a 1a 1a k LAN CAC
a n 12 tze6e
4 ] H A 19 to
17 ra 1a a 1]
SCALE: 1'=400' LEGEND
o PROP. INLET STORM DRAINAGE
.,. EXHIBIT B1
,� EXIST. INLET
PLANS FOR THE CONSTRUCTION OF WATER,
PROP. STORM DRAIN SEWER, PAVING, STREET LIGHTING, &
TOLAS nNXW,li3�MHRMF-aaa DRAINAGE IMPROVEMENTS
_ — EXIST. STORM DRAIN TO SERVE
16301 Dumm Drive,Sub 2008 LIVE OAK CREEK,PH 2 SECTIONS 18 2
M&M,Te19T6 75001 (D.O.E NO.7275)
Tel:972.245-7676
IL Fax:972-24&1414 October 31, 2014 — SHEET 7
00 42 43
BID PROPOSAL
PAGE 5 OF 17
CFA COST ESTIMATE
UNIT PRICE BID
Project Item Information Bidders Proposal
Bidlist Item Specificati Unit of Bid
No. Description on Section Measure ti Unit Price Bid Value
3317.0110 Special Riprap[8"-12"rock 31 3700 SY 95 S 85.00 $ 8,075.00
riprap on grouted 6"bottom;18"
D
3341.0201 21"RCP Class III 3341 10 LF 20 $ 55.00 $ 1,100.00
3341.0205 24"RCP Class III 3341 10 LF 130 $ 65.00 S 8,450.00
3341.0309 42"RCP Class III 3341 10 LF 305 $ 115.00 $ 35 075.00
3349.0001 4'Stoop Junction Box(Manhole) 3339 10 EA 1 S 3,750.00 S 3,750.00
3349.0002 5'Storm Junction Box(Manhole) 3339 10 EA 1 $ 4,750.00 S 4,750.00
3349.5001 10'Curb Inlet 33 49 20 EA 2 $ 3,000.00 $ 6,000.00
3349.5002 15'Curb Inlet 33 49 20 EA 1 S 3,500.00 $ 3,500.00
3349.7001 5'x5'Drop Inlet 33 49 20 EA 1 $ 4,750.00 S 4,7W00
9999.0005 FW-0 Headwall 6x4 39 49 40 EA $ 5,610.00 $
9999.0006 FW-0 Headwall 80 39 49 40 EA - S 6,150.00 $
241.0800 Remove Drop Inlet 0241 14 EA 21 750 $ 1,500.00
3305.0109 Trench Safety 3305 10 1 LF 1 455 1 $ 455.00
UNIT 3:STORM DRAIN IMPROVEMENTS BID SUMMARY S 77,405.00
END OF SECTION
LIVE OAK PHASE 2 SECTIONS 1 and 2
CITY OF FORT WORTH DOE 7275
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
LOT 24
BLOCK K
PRIVATE OPEN SPACE W.K.GANDY SURVEY F.W.SCHOOEVERLING SURVEY
0.535 ACRES A-1890 A_139B
SANITARY SEWER EASEMENT J. T.ALLEN SURVEY
(BEPARATE INSTRUMENT) A-67
Y S
DRAINAGE DRAINAGE EASEMENT
EASEMENT BY SEPARATE
(BY INSTRUMENT) _
SEPARATE ACCESS EASEMENT
INSTRUMENT) (BY SEPARATE '� LIVE OAK CREE
INSTRUMENT) PHASE 2,SECTION
20'PIPELINE DOE 7275
EASEMENT
TO ENERGY = (8 SEP RATT
TRANSFER s I STRU ENT) y 4 J
FUEL,L.P. ° 7 e
DOC.N0. 1 2 1
D206237894 i
DERRINGER DRIVE
n �a
yam+ Oh Y 7 • J 2FF�� 1 O 9 e [
Is LI�E 6 Is e O PHA;E Al: CRTI N 1 0 toe s ° 7 s y
rc a u a AKIN T A, LIDEE�t 12888 9 4 J
WATER
._9 a DU ER DRIVE b n • CISCO COURT 2 1 EASEMENT
z m o (BY
r [ 1•
12 SEPARATE
oo a 12 J j 10 n INSTRUMENT)
8 s 10 11 12 a IJ
u 7 1J o • °O
eD 16 11
e .
12 a t• i s e 7 s
s LOT 2
JO'U4 BLOCK LL
11 J 2 PRIVATE OPEN
SPACE
t2 1 2.280 ACRES
10 0 1 , J • s e 7 e to
p 11 ' 9 I O Iz t] 14 le
t`s�i ty 1J It 11 to [ e e 7 6 to LIVE
P OAK CREEK
e to • u u I 1.
5 SECTION 1
CABINET A.
t y HATHAWAY DRIVE J 2 O SLIDE 12888
O 7 9 1
e e e Is u unUu11 10 ° ° 7 ° s W/J HAYWIRE I LP
DOC.NUMBER
IVE AK RE J D2062US0623
7 22 zJ SE TI 1 2
s 17 1e is 2e 21 2• n CA INET A. 1 3�
wl Ezi ze zs zo
_ J � LIVE OAK CREEK
4 YARMOUTH LANE Sr 1 PHASE 2,SECTION 1
J 2 J DOE 7275
•
2 1 10 I11 1 12 113 u 16 M 17 to n zo 31
5} e7Rbs�, v e • „ za l CARLILf
e 1 30'%50'
U �.nAL,q,22 -• lelDpTPtiG ) ] 2 1 to to 17 1e WATER h
"•iy�2e2,ya
—N
O AN sr•4 1 SEWER
g„'!�" DRUMMOND LANE O O 4 u 12 EASEMENT
2 , (BY
4 J SEPARATE
ab.tb44 U 0 CR K INSTRUMENT)
ip
! II u 13 1• PHA
to Ito _j C ON
t5 M' CA
♦�'nd<6'E ° >Z 11 zo 12888 i Y
• 4 J N
s e
e e 2 1 O IT le le IS U
LEGEND
SCALE: 1"=400'
LUMINAIRE STREET LIGHTING
EXHIBIT C
p EXISTING PLANS FOR THE CONSTRUCTION OF WATER,
6BI
LUMINAIRE SEWER, PAVING, STREET LIGHTING, &
DRAINAGE IMPROVEMENTS
TO SERVE
1p LIVE OAK CREEK,PH 2 SECTIONS 1812
TEXAS RREIGISUR®F1,1139NI FIRM F-438 (D.O.E N0,7275)
16301 Q mml DOW.S1ib 2008
Adelson,Texas 75001
Tel:972.246.7676
Fa1:972.248-1414 October 31, 2014 — SHEET 8
LOT 24
BLOCK K
PRIVATE OPEN SPACE W.N.GANDY SURVEY F.W.SCHODEVERLING SURVEY
0.535 ACRES A-1890 A-1398
SANITARY SEWER EASEMENT J. T.ALLEN SURVEY
A-87
7-1
(BY SEPARATE INSTRUMENT)
DRAINAGE DRAINAGE EASEMENT
EASEMENT BY SEPARATE
(BY INSTRUMENT) _
SEPARATE ACCESS EASEMENT
INSTRUMENT) (BY SEPARATE "d LIVE OAK CREEK
20'PIPELINE INSTRUMENT) " PHASE 22.SECTION
EASEMENTI-EMENT DOE
TO ENERGY t (B SEP RAT T
TRANSFER 6 I STRU NT) s a
FUEL,L.P. 6 7 e
DOC.N0. + T a I
D205237094
DERRINGER DRIVE
° 6 0
Y e 7
0
11 J12 13 0
17 �e 7 v
yam,m n '9j Y ] i 1 O 9 6
m Ra a a U OA CRF�K R
O PHA E 1, ECTl N 1 100 6 a 7 6
oma ua ABIN T A, LIDS' 2686 of y 4 a
m n 3 x + WATER
to rc 15 OLINGER DRIVE 11 6 CISCO COURT EASEMENT
u- s
z?o o� (BY
SEPARATE
Qma2 8 a u a i to I+ 1213 INSTRUMENT)
u
M13 7 13 2 0 o
O
e
ao i n
a 4 a x 1 1e
12 a 14 7 6 6 7
e 6 LOT 2
a BLOCK LL
t+ 2 PRIVATE OPEN
SPACE
3 12 1 rc 2.280 ACRES
10 0 1 x a s e 6 to
n
a
'0 11 2 9 I 0 u n 14
3 o 1a 16 LIVE OAK CREEK
u 12
y 16 14 l n 10 a e e 7 6PHASE 1,
6 10 4 ° SECTION 1
e CABINET A,
L y HATHAWAY DRIVE a 2 O SLIDE 12888
O7 a 1
° W J HAYWIRE I LP
e e la 1� It 1] 17 11 la 6 a 7 6 s /
IVE AK RE 4 ] q� D206260623
7 22 x] SE TI1 2 O
a 17 1e to xo a+ 2e n CA INET A,
SLI E 1 88 2e
Al 2 2e + c
] GT LIVE OAK CREEK
• 4 YARMOUTH LANE ._� 1 PHASE 2.SECTION 1
a DOE 7275
x I to Itt 112 jl] �1411111- 11 to 16 m 21 T a 6 7 e 6 t6
o a 6 t a' C'UtlllE
.t16= I e y R p 30'%50'
LOT ) ] i t t6 to 1a 16 WATER 8
0 SEWER
14b'4 AaVAIE vEM 9A ° O u It EASEMENT
y-p ?•+L a E� DRUMMOND LANE /�
7} ',G4" '4y1. t27e6 Ac6[s 2
SEPARATE
''' �6'y6444 a ! LI PHA CR EK
t] INSTRUMENT)
14sE a e rc c4�AO 'IY to 1] k0 AN CAC ON
�bg 6 xi 1t ae 12888 3
•\ I a a • 21 2 1Y 16 O n 1e ,y 14 13
LEGEND
SCALE: 1r=400x `�a STREET SIGNS
II1 PROPOSED SIGN BLADE EXHIBIT Cl
PLANS FOR THE CONSTRUCTION OF MATER,
STOP PROPOSED STOP SIGN SEVER, PAVING, STREET LIGHTING, &'81
DRAINAGE IMPROVEMENTS
iloTO SERVE
LIVE OAK CREEK,PH 2 SECTIONS 1&2
TEXAS REQ3TFYM ENMEERM FIRM F-438 (D.O.E NO.7275)
16301 Quorum DrW,Sule 200B
Ad&W,Tema 75001
Tel:972.248.7676
Fax:972-24&1414 October 31, 2014 — SHEET 9
00 42 43
BID PROPOSAL
PAGE t OF t
CFA COST ESTIMATE
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Item Description Specificati Unit of Bid Unit Price Bid Value
No. on Section I Measure I Quantity
UNIT 5s STREET UGHTING INWR.OVEMENTS
3441.3101 Install 150W Metal Halide Cobra EA 7 $ 2,500.00 $ 17,500.00
Lighting Fixture
3441.3301 Foundation TY 4 EA 7 $ 2,500.00 $ 17 500.00
3441.3011 Rdwy Illum Assmby TY 8,11,D- LF 7 $ 2,500.00 $ 17,500.00
25 and D-30
3441.1410 Ground Box,Small,w/Lid Apron LF $ 430.00 $ -
3441.301112"CONDT PVC SCH 40 T)_ 26 05 33 ILF 2221S 15.50 $ 3,441.00
3441.141 1 NO 6 Insulated Alum Elec Condr 3441 10 LF 1 6661$ 15.50 $ 10,323.00
UNIT 5:STREET LIGHTING IMPROVEMENTS BID SUMMARY $ ",264.00
STREET NAME SIGN IMPROVEMENTS
Street Name signs EA 4 $245.001$ 980.00
Total $ 980.00
END OF SECTION
CITY OF FORT WORTH DOE 7275
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SAN003-CFA Quantity Matrix,CFA-Lighting