HomeMy WebLinkAboutContract 36861 CITY SECRETARY 12,1
CONTRACT NO. .�
City Project Number# 001 L
INFORMAL DEVELOPER AGREEMENT
TO BE EXECUTED BY
DEVELOPERS WISHING TO LET THEIR OWN CONTRACTS
FOR CONSTRUCTION OF WATER ANDIOR
WASTEWATER FACILITIES FOR
(Project Name and Legal nj
Description) y t—
dae_ &Se _L
The undersigned DEVELOPER. has familiarized hQJseIf with the City of Fort Worth's "Policy for the Installation of
Community Facilities" governing water andlor wastewater facility installations and fully understands all the provisions,
terms and conditions of that policy,and wishes to exercise the option contained in that policy permitting a DEVELOPER to
let his own contracts for construction of such water or wastewater facilities.
In addition to all other requirements of the City's Policy for the Installation of Community Facilities, the DEVELOPER
specifically agrees to follow the procedures set forth below:
1, To employ a construction contractor who is approved by the Director of the Water Department. The requirements
for such approval shall include,but not be limited to:
a. The Contractor proposed to perform the work hereunder shall be prequalified as a bidder in the same
manner that the City Water Department prequalifes bidders for City let contracts. The prequalification
requirements for City let Water and Wastewater contracts are as follows:
A current financial statement, and acceptable experience record, and an acceptable equipment schedule
must be filed with the Director of the Water department at least two weeks prior to the hour for opening
bids. The financial statement required shall have been prepared by an independent certified public
accountant or an independent public accountant holding a valid permit issued by an appropriate state
licensing agency, and shall have been so prepared as to reflect the current financial status. This
statement must be current and not more than one(1) year old. In the case that a bidding date falls within
the time a new statement is being prepared, the previous statement shall be updated by proper
verification. Proposals submitted by a prospective bidder who has not fulfilled the above requirements
shall be returned unopened. Liquid Assets in the amount of ten (10%) percent of the estimated project
cost will be required.
For an experience record to be considered to be acceptable for a given project, it must reflect the
experience of the firm seeking qualifications in work of both the same nature and magnitude as that of the
project for which bids are to be received,and such experience must have been on projects completed not
more than five (5) years prior to the date on which bids are to be received. The Director of the Water
Department shall be the sole judge as to the acceptability of experience for qualification to bid on any Fort
Worth Water Department projects.
The prospective bidder shall schedule the equipment he has available for the project and state that he will
rent such additional equipment as may be required to complete the project on which he submits a bid.
b. The Contractor shall meet the City's requirements for being licensed and bonded to do work in public
streets.
2. To require the Contractor to furnish the Water Department performance bond and payment bond in the name of
the City and the Developer, and a maintenance bond in the name of the City on forms provided by the City, for
100%of the contract price of the facility, said performance, payment, and maintenance bonds to be furnished to
the City before work is commenced.
3. To deposit with the Water Department an amount equal to 10% of the contract price for all facilities to be
constructed by the Contractor employed by the DEVELOPER, prior to commencing of any construction work.
Said amount shall be for the engineering services to be performed by the DOE Department In-house Design
Section, if the Water Department has approved the plans and specifications for the work to be done. in this
regard, if thQ DE El OPER wishes to employ his own engineers to prepare plans and specifications, he may do
v` ' �t_,�5i1 ' !�2vVnn � Revised: February 18,2008
�' %�?����`�'1 04-01-08 PO4 55 I N
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so, subject to the requirements of City's Policy for the Installation of Community Facilities (including waiver of all
engineering charges)and to the further requirement that:
a. Written approval by the Director of the Water Department of the plans and specifications so prepared
shall be obtained prior to the employment of any contractor to perform the work contemplated.
b. Approved plans and specifications shall be furnished to the Engineering Division of the Water Department
prior to a Confirmation of Award of Contract being issued by the Department of Engineering Plan Review
Division.
4. To require the Contractor to attend a Pre-Construction Meeting set up by the DOE Head Inspector prior to
commencing construction of the facility or facilities so that inspection personnel will be available.
5. To make this agreement, as well as the General Specifications of the Fort Worth Water Department (except as
they are modified by the plans and specifications approved by the Director of the Water Department to govern
construction of the work) an integral part of any contract with a contractor to construct any or all of the facilities
involved.
6. To require the Contractor to allow the construction to be subject to inspection at any and all times by Department
of Engineering Construction Inspection forces and not to install any Wastewater or water facility unless an
inspector designated by the Director of the DOE is present and gives his consent to proceed.
7. To require the Contractor to pay for such laboratory tests made as the City may require.
8. To secure approval by the Director of the Water Department of any final payments, or if there is City Participation,
all partial payments to the Contractor, such approval to pertain only to satisfactory completion of the work for
which payment is made and not to constitute approval of the quantities on which payment is based.
9. To delay connection of any buildings to service lines of wastewater and water mains until such wastewater, water
mains,and services have been completed to the satisfaction of the Water Department.
10. To furnish simultaneously with the execution of the construction contract let by the Developer, performance and
payment (developer) bond in the name of the City of one hundred percent (100%) of the estimated contract cost
of the related water and/or wastewater construction, as stated in the construction contract, to guarantee timely
payments to the Contractor for completed work and/or to guarantee satisfactory performance of this agreement
and substantial completion of the water and sewer facilities to be installed. If the deposit is in the form of cash,
the deposit shall be for one hundred twenty five percent(125%) of the estimated developer's share of the cost of
the Water and Wastewater facilities. In addition, developer shall pay to the City in cash for the construction
inspection fee equal to two percent (2%) and a lab testing fee of two percent (2% for those started after
December 14, 2005)of the developer's share of the construction cost of related water and/or wastewater facilities
as stated in the construction contract.
11. Work hereunder shall be completed within two(2)years from date hereof, and it is understood that any obligation
on the part of the City to make any refunds with respect to water andlor wastewater facilities shall cease upon the
expiration of two (2) years from date hereof, except for refunds due from "front foot charges" on water and
wastewater mains, which refunds may continue to be made for a period of ten (10) years commencing on the
date that approach mains are accepted by the Director. If less than 70% of the eligible collections due to the
developer have been collected,the Developer may request in writing an extension of up to an additional 10 years
for collection of front charges.
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 gir not such in rl h or do—mages are caused. in whohein gart, by the af/e ed
negliglence of the City of Fort Worth,its officers,servants,or employees.
t I' Revised: February 1&,2008
C.`J'd U L �J.'✓
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It is expressly understood and agreed by the parties hereto that execution of this agreement does not bind the
City of Fort Worth to participate in or contribute to the cost of any of the improvements described herein; nor shall
the City of Fort Worth be responsible or liable for any portion of the costs incurred by the developer, its officers,
agents, employees, contractors or sub-contractors for the design and construction of the'improvements described
herein, unless and until the parties hereto execute a Formal Community Facilities Agreement, duly authorized by
the City Council at a regular meeting, signed by the City Manager, and providing for the City's participation in the
costs of said improvements,
This agreement pertains to water and/or wastewater facilities
required to serve the following described property and project:
ACCE FOR FORT WORTH DEVELOPER:
WAT R DE ARTMEN (print developer entity)
MAW �*lvQr'S CJ 1e
e
[ . SAW (�,;<�/er's �4ie H0111t) LL
DATE:
ACCEPTE TO FORM
FORT R LEGA PT.
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(print name and title)
Q oScAt Wh l4l.
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ka►,tYr, WV 14o1AP,LLC
FERNANDO COSTA,ASSISTANT CITY MANAGER(ACTING) DATE: -5/Z 0/ 'D
g
DATE: 3/31 08
Water Project#P - 607_159 01293Contract Amount for Water Improvement $ 1 lil(J
(See Attached Exhibit"A"for Water Layout and Cost Estimate
*f� �,
Sewer Project#P - � 1 0 12'71 ?Z Contract Amount for Sewer Improvement $ 1 bl. �� .°-
(See Attached Exhibit"A-1"for Sewer Layout and Cost Estimate)
City Project
�Number# QQ *7J Z_
DOE# to Co
Related Plat Case# ) i - Ili O Related Building Permit#
(if Applicable) (if Applicable)
(Need 3 copies with original signature on each.)
Mail to: Ms.Stephanie Francis,E.I.T. NO M&C REQUIRED
City of Fort Worth
Water Engineering and Planning
1000 Throckmerton
Fort Worth,Texas 76102 \ Attested By.
Revised: February 18,2008
y � i
Mnx4yAi nd 04-02-08 PO4 :38 I N
City Seactary
PAVING, DRAINAGE & UTILITY IMPROVEMENTS
TO SERVE
RIVER'S EDGE, PHASE 2
(D.O.E. NO. 5662 )
N
cRfEk �ory�o y
2
G vi
01 STATE HIGHWAY 114 �1
SI E LOCA
Q
NORTHWEST HIGH
SCHOOL
f } ; Jones & Boyd, Inc.
3601 N.E.Loop 820,Suite 102
Fort Worth,Texas 76137
Tel:817-847-8444
_ Fax 817-847-9974
JULY 18, 2007 - SHEET 1
,.� r.
REF. CASE No.: FP-007-041
FINAL PLAT
RIVER ' S EDGE
PHASE 2
BLOCK 6, LOTS 1 -25; BLOCK 9, LOTS 1 -20; BLOCK 11 , LOTS
17-32; BLOCK 13, LOTS 1 -16; BLOCK 16, LOTS 1 -5 & 33-53
22.204 ACRES OUT OF
THE GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
MAW RIVER'S EDGE, L.P. OWNER/DEVELOPER
13455 Noel Road, 23rd Floor (972) 715-6449
Dallas, Texas 75240
JONES & BOYD, INC. SURVEYOR/ENGINEER
3601 NE Loop 820, Suite 102 (817) 847-8444
Fort Worth, Texas 76137
D
,^o�
�'-/ Jones & Boyd, Inc.
3601 N.E.Lod 820,Suite 102
Fort Worth,Texas 76137
Tel:817-847-BW
Far 817-847-9974
JULY 18, 2007 — SHEET 2
SCALE: 1"=300'
SECOND SHEET
006 M 106E 11,N Y
j E= E KF LANE
■a a �a x. a
_
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)1 p
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AINp}C7,�
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FIRST SHEET
THIRD SHEET
a
6a,Ly GT b
(WATER AND PAVING ONLY)
s
Jones & Boyd, Inc.
3601 N.E.Loop 820,Suite 102
Fort Worth,Texas 76137
Tel:817-847-8444
Fax 817-847-9974
JULY 18, 2007 — SHEET 3
SCALE: 1"=200'
Ld
MAW RIVER'S EDGE,L.P. Z
DOC. NO. 2005-11599 --
% EWORD LANE ;
N
-_ W
Z
FONNY WAY U'3
CONNECT TO T0_EMSTING 12" WATER LINE 3 12 W
WATER PROJ/P164-06014015312 W
N
W
_ CAST.EGAR LANE _ W
N
CONNECT TO E70STING 8" WATERy
LEGEND
DOE 4863
WATER PROD/P1 64-06 01 401 531 'x I 3, PROP. WATERLINE
PROP. VALVE
[CONNECT TO Ta(ISTINC 8"WATEIttMELK
i
DOE 4853
WATER PROD#P164-06014015312A ♦ PROP. FIRE
0` 1 HYDRANT
AMAZON DRIVE
PROPOSED WATER
LINES ARE 8" UNLESS
OTHERWISE INDICATED.
\ MAW RIVER'S EDGE,L.P
DOC.NO 2005-11599
WATER
EXHIBIT 'A'
PAVING, DRAINAGE, &
UTILITY IMPROVEMENTS
TO SERVE
RIVER'S EDGE,
�^ PHASE 2
Jones & Boyd, Inc.
ca if 'f" 3601 N.E.Loop 820,Sure 102
R 1 , ' Fort Worth,Texas 76137
Tel:817-47-8W
Fax 817-47-9974
JULY 18, 2007 — SHEET 4
Ask., look..
SCALE: 1"=200'
MAW RIVER'S EDGE.L.P.
DOC NO 2005-11599
y BLOCK 14
D 4E;T 63 0)EX TING 'VGA R 6U E ] a
� WA R PR j i6h 0140 5312
ELKFORD LANE ELKFORD LANE
Lr..l
V) Ex. E KFORI LANE
Lw z
J 26 25 24 I 23 22 21 20 19
V] m BLO K 10
Q
11ER'S$DGE P ASE 1 I BLO K 11 I z
CAB X.PG. 81 m
m
2 3 4 5 6
B 9 10 11 12 t3 t4 15 16 1 2 3 i a 5 6 B
PIVER'S EDCE P ASE t
CAB %.PC 381
I
LEGEND
PROP. WATERLINE
PROP. VALVE
♦ PROP. FIRE
HYDRANT
PROPOSED WATER
LINES ARE 8" UNLESS
OTHERWISE INDICATED.
WATER
EXHIBIT 'A'
PAVING, DRAINAGE, &
UTILITY IMPROVEMENTS
TO SERVE
RIVER'S EDGE,
� PHASE 2
Jones & Boyd, Inc.
3601 N.E.Loop 820,Sub 102
�.� Fort Worth,Texas 76137
Tel:817-847-8444
Fax:817-847-9974
JULY 18, 2007 — SHEET 5
SCALE: 1"=200'
6
12 13 74 i 16 17 IB 19 20 21 T22 1 2 3 4 5
BLOCK
F
110N SEItNGL
REMAINDER OF "1
MAW RI%ER'S EDGE,L.P. O
INST.NO. 2005-11599 O
O.P.R.D.C.T. u'1
10
W
01
1WQA710M SL.EEY M'
01
O
O
Z
OC SH, 114
WATER
EXHIBIT 'A'
PAVING, DRAINAGE, &
UTILITY IMPROVEMENTS
TO SERVE
RIVER'S EDGE
PHASE 2
",��''� `� Jones & Boyd Inc.
1,r� 3601 N.E.Loop 820,Suite 102
�— Fort Worth,Texas 76137
Tel:817-847-8444
Fax 817-847-9974
JULY 18, 2007 — SHEET 6
SCALE: 1'=200'
39
48
•10C.NO.2003-11 S9J Q
361 35 I 34 I 33
°� E1ISFGRD LANE
FONNY WAY +5 a: na 49 t I I s112 3 00
IF- T w
6 a 3 [ , N
KK LU
_CASTLEGAR LANE _ LU
LNNECT TO E)GSnNG W SEWER LINE , " 31
DOE
WERR P P pWROD /P174-070174013310 LEGEND
z
BLOCK
9 �
PROP. S.S. LINE
p --0 PROP. S.S. MH
AMAZM DRIVE PROPOSED SANITARY
CONNECT TO EIOSnNO W SEWER UNE SEWER LINES ARE 8"
DM 48W,3 UNLESS OTHERWISE
SEWER PROD/P174-07017Ao1a)o INDICATED.
MAW RIVERS EDGE.L.P
DOC.N0, 2005-11599
SANITARY SEWER
EXHIBIT 'Al'
PAVING, DRAINAGE, &
UTII.ITY IMPROVEMENTS
TO SERVE
Zg 1 RIVER'S EDGE,
PHASE 2
Jones & Boyd, Inc.
't 1 BLS. 3601 N.E.Loop 820,Suite 102
Fort Worth,Texas 76137
Tel:817-847.8444
Fax:817-847-M74
JULY 18, 2007 - SHEET 7
SCALE: 1"=200'
MAW RIVER'S EDGE.L.P.
DOC.NO.2005-11599
BLOCK 14
2 s ° 5 i 2 } 4 5 6 7 B
H EUIF=LAZE ELMO LAW
W
W _
rn �N+E8C6T3TO EXISTING r U E EX. E KPOR LANE
Ld 29 21 26 25 SEWER PROD 0 P174-070174013310 Z
�J..I
( - 1, J 26 25 24 23 22 21 20 19
J m BLO K 10
BLOI K 11
m
0]
2 3 4 5 5 7 B 9 10 11 12 13 14 15 16 x 1 2 3 4 5 6 7 B
w
RIVER'S EDGE P IASE 1
CAB X.PG. 381
LEGEND
PROP. S.S. LINE
—f— PROP. S.S. MH
PROPOSED SANITARY
SEWER LINES ARE 8"
UNLESS OTHERWISE
INDICATED.
SANITARY SEWER
EXHIBIT 'Al'
PAVING, DRAINAGE, &
UTILITY IMPROVEMENTS
M SERVE
RIVER'S EDGE,
PHASE 2
Jones & Boyd, Inc.
3601 N.E.Loop 820,Suite 102
Fort Worth,Texas 76137
Tel:817-847-8444
Fax 817-847-9974
JULY 18. 2007 — SHEET 8
.�
07/1 1/2007 17:03
070604 Rivers Edge,Phase 2
*** BID TOTALS
Biditem Description Ouandty Units Unit Price Bid Total
1010 12"C-900(DR-14)PVC pipe 390.000 LF 30.00 11,700.00
1020 8"C-900(DR-14) PVC pipe 3,300.000 LF 20.00 66,000.00
1030 12"Gate Valve 1.000 EA 1,450.00 1,450.00
1040 8"Gate Valve 8.000 EA 850.00 6,800.00
1050 6"Gate Valve 5.000 EA 750.00 3,750.00
1060 Fire Hydrant Assembly,Inc.riser pipe 5.000 EA 1,800.00 9,000.00
1070 Cast Iron fittings @ PVC pipe 2.400 TN 3,000.00 7,200.00
1072 Connect to existing 12"water main 1.000 EA 1,400.00 1,400.00
1080 Connect to existing 8"water main 4.000 EA 750.00 3,000.00
1090 1"Type"K"copper domestic water sery&met box 107.000 EA 425.00 45,475.00
1092 1"Irrigation service w/meter box 1.000 EA 900.00 900.00
1100 2"SCH 40 PVC sleeving 40.000 8.00 320.00
1 1 10 4"SCH 40 PVC sleeving 40.000 L 9.00 360.00
1 120 All testing �Faceludir►a, Malcrta( Te_*'j ) 3,690.000 j F 0.25 922.50
1130 Excav salty&support system trenches over 5' 3,690.000 LF 0.25 922.50
SUBTOTAL:SECTION A- WA i> R $159,200.00
2010 8" SDR-26-PVC pipe r�' 0.000 LF 39.00 7,800.60
2020 8" SDR-35 PVC pipe �l3,050.000 LF 29.00 88,450.00
2030 4'dia manhole 11.000 EA 2,100.00 23,100.00
2040 4"sanitary sewer services 107.000 EA 450.00 48,150.00
2050 Connect to existing PVC ✓ 3.000 EA 1,200.00 3,600.00
2060 Clay dam per city✓ 9.000 EA 250.00 2,250.00
2070 All testing (ex4k",t9 3,250.000 LF 1.50 4,875.00
2080 Excav Safety&support system trentiles o,V 5' 3,250A00 LF 1.00 3,250.00
SUBT :SECTION B-SANITARY SEWER $181,475.00
3010 4'x3'RCB 295.000 LF 180.00 ,100.00
3020 0" RCP 370.000 LF 65 24,050.00
3030 24' 715.000 LF 55.00 39,325.00
3040 21"R 215.000 L 50.00 10,750.00
3050 15'st dar curb t 4.000 EA 3,100.00 12,400.00
3060 10'st curb inlet 10.000 EA 2,100.00 21,000.00
3070 Inlet erosion protection(2 stag I 0 EA 250.00 3,500.00
3080 7'x3'storm sewer junction box 1.000 EA 4,800.00 4,800.00
3090 6'x3'storm sewer junction box 1.000 EA 4,500.00 4,500.00
3100 4'x4'storm sewer manhole 7.000 EA 2,200.00 15,400.00
3110 Type"C"headwall @ 30"RCP 1.000 EA 1,900.00 1,900.00
3120 Type"F W-O"headwall @ 4'x3'R 1.000 EA 2,400.00 2,400.00
3130 18"dia grouted rock rip-rap "thick bedding 31. SY 80.00 2,480.00
3140 Remove Exist headw rip-rap @ 2-24"RCP's 1.000 EA 2,400.00 2,400.00
3150 Excav safety& port system trenches over 5'dp 1,595.000 F 1.00 1,595.00
3160 All testi V Testing 0.000 LF 1.50
SUBTOTAL: SECTION C- DRAINAGF $1 0.00
... .w.
07/11/2007 17:03
070604 Rivers Edge,Phase 2
*** BID TOTALS
iditem Description Ougntity Units Unit Price Bid T I
40 Maintenance bond-water,sanitary sewer&drainage 1.000 LS 2,500.00 2 00.00
4020 Payment&performance bonds 1.000 LS 5,000.00 5,000.00
SUBTOTAL:SECTION D- MISCELLANEOUS $7,500.00
5010 7.5\6w
t Pv w/7" Integral curb 13,300.000 SY 29.25 389,025.00
5020 6" v w/7"Integral Curb 2,500.000 S 23.95 59,875.00
5030 6" grd 14,100.000 Y 1.95 27,495.00
5040 Hyterial(30#/SY) 112.000 TN 100.00 21,200.00
5050 2" C 5"Type B HMAC Base 1,030.000 9�' 32.00 32,960.00
5060 1.5AC o 2"Type A HMAC Base w/bi 1,250.000 S 42.00 52,500.00
5070 1.5"Type C HMAC Over of Ex Asph Pv 13,500.0 &Y 9.00 121,500.00
5080 All-weather Surface 50 00 S 10.00 5,000.00
5090 Conc St Header 8.000 LF 25.00 3,200.00
5100 St Barricade 99 LF 20.00 1,980.00
5110 Rmve&Dispose Ex St Barricade 15 0 , LF 5.00 785.00
5120 Rmve&Dispose of All Weather Surface 45, 40 SY 3.50 19,950.00
5130 Sawcut,Rmve,Dispose of Ex Apsh Pv . 00 LF 7.75 8,912.50
5140 Conn to Ex Conc Pv 8.000 LF 25.00 4,950.60
5150 Conn to Ex Asph Pv 1,150.000 LF 3.00 3,450.00
5160 Barrier Free Ramps per City Standards 12.000 EA 850.00 10,200.00
5170 3"-5" Rock RipRap 96.000 SY 65.00 6,240.00
5175 Adjust SSMH Ci) 1.000 EA 250.00 250.00
5180 Stop Sign*' 1.000 EA 500.00 500.00
5190 4" Wide White Edge striping pe xDO� 4, .000 LF 1.25 6,018.75
5200 4" Wide yellow striping per DO 5,950. 0 LF 1.50 8,925.00
5202 4" Wide Yellow striping roken) rT OT 440.00 LF 1.00 440.00
5210 8" Wide White Decele tion lage striping per TxDOT 1,720.000 LF 3.25 5,590.00
5212 12"wide Stop Bar DOT 36.000 LF 25.00 900.00
5220 Crosshatch Med' n Strip' xDOT 280.000 LF 8.00 2,240.00
5230 Type II-A-A Ma TxDOT 196.000 8.00 1,568.00
5234 Type i-C veme rs 52.000 EA 5.00 260.00
5240 White rn Arr xDOT 7,000 EA 250.00 1,750.00
5250 Wh' Turn w nc"Only"striping per TxDOT 8.000 EA 300.00 21400.00
5260 ffic o Barricading during Cons 1.000 LS 5, 0.00 5,000.00
5270 Main and or Pv per city of FTW 1.000 LS 3,50 . 0 3,500.00
5280 Payme erformance Bonds for Pv 1.000 LS 7,000.0 7,000.00
Subtotal: Paving $815, 4.25
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fir ,'J -l�•�,r'1' ,
Bid+Otfti
Respectfully submitted,
�.��� �,�f�.�.►,,, rat, c.�
Title
Address-
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LA o„A , 77 7C/f9
(Sea Telephone: Fy 7, s-3 ya-7 Y7
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Date: (�