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00ARTMENT THE l
East Rosedale M
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US 287 to Miller Avenue
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City Project No. 00142
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Betsy Price Tom Higgins
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Mayor City Manager
Douglas W. Wiersig, P.E.
rx� Direct ir.,. 'is ranspl rtation and Public Works Department
S. Frank Crumb, P.E.
Director, Water Department
Imp,
Prepared for
The City of Fort Worth
Transportation and Public Works Department
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Noveniher 2012
F�K�EESE
<ONI�C,HOLS
OFFICIAL RECORD
'CrrY SECRETARY
I *I F WORTH,TX
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FORTIVORTH
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COUNCIL IL ACTION: Approved on 2/12,/2013 - rd�i"nance Nos. 20617'-02-201,31 & 20618-02-2013
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DATE: 2/12/2013 REFERENCE: NO.: C-2�6 0 9 8.... LOG NAME,,, 2 I R O S E
CODE*- C TYPE. NON-CONSENT NSENT PUBLIC HEARING. NO
SUBJECT.,- Authorize Execution of a Contract with Jackson Construction, Ltdl, in the Amount of
i
1 6,589,1 33.65 for the Construction of East Rosedale Street from biller Avenue to U.S.
Highway 287, Authorize Additional Expenditure for project Costs and Contingencies encies fur a
project Total of$18,643, 32.63 and Adopt Appropriation C irdinances (COUNCIL
I
PIS, DISTRICT
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RECOMMENDATION.-
TION.-
If �� r� urnrn�nd �d that the City Council
1.. Auth�ori�ze the transfer of$2,965,620.00 C from the Water and Sewer Fund in the amounts, of
$2,344,4015.00 to the Water C apitail Project and $621,215.00 to the Sewer Capital Projects Fund;
2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in
the Water Capital Projects jects Fund in the amount Cif$2,344,405.00, and the Sewer Capital Projects Fund
in the amount of$6211, 15.00, from available funds; and
3. Authorize execution of a contract with Jackson Construction, Ltd, in the amount of$16,589,133.615
NO for the construction, of East: Rosedale Street from Miller A en�u ��to, U.S, Highway 287.
NOW
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The 2000 Critical Capital Program and the 2004 Bond Program included funds for the, reconstruction
of Rosedale Street from Miller Avenue to U.S. Highway 287 as a four-lane undivided arterial road with
sidewalks and pedestrian landscaping improvements as well as relocation and rehabilitation of water
n;
and sanitary sewer utilities.
This project also includes additional streotscape improvements along the olytechniclWesl!eyan
Urban Village adjacent to Texas Wesleyan University.
IMP
This project is funded as follows:
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http /apps covet.erg/c uncl* 1, cket '"mc-re° w as ';I = . . . 2/13/201
M&C Revd Page 2 of
Funding u� oe Amount
1 20010 Certificate of 0bli ation $860)600.00
2004 ClP" Bond Funds $3,922)588,88
IM"
'eater Capital projects Fund $2,3 , o5.00
y Sewer Capital projects Fund $6211215.00
Stormwater Capital Projects Fund $1,026,023.75
0
North Central Texas Council of Government
(NCTCOG)
Tarrant, County $8,36,91000.00
Total $181643832.63
Construction Contract $1615891133-65
Construction Services $115571024.97
Contingencies � 97 674. 1
Total $18164318;32-63
The project was advertised in the Font Worth Star-Tela rain November 8, 2012 and November 15,
2012 and the foillowing bids were opened on December 0, 2012:
Bid Amount
a kson Construction, Ltd. $101580,1 33.05
McMahon Contracting $17,358,479.73
S.J. Louis Construction Texas, Ltd!N $17,41 13127. 0
Jackson Construction, Ltd. is in compliance with the City's BDE Ordinance by committing to 12
percent MBE participation on this combined project. The City's MBE goal on this combined project is
12 percent.
This estimated impact on the Parks and Community Services Department annual operating budget is
0, ,201.00 $2,000,00 for Stroetsoape Maintenance and $4,020.00 for City Forestry Tree
Maintenance
On September 18, 20121, (M&C C-25857 the City Council authorized the execution of a funding
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Agreement for a Streetscape Sustainable Development Project and the acceptance of a
reimbursement grant in the amount of X1,500,000.00 from the North Central Texas Council of
Governments NCTC G and the Texas Department of Transportation.
On September 25, 2012, M&C's C-25881 and C-25800) the City Council authorized the execution of
two Interlocal Agreements with Tarrant County in the respective amounts of$7,004,000.00 for the
MIR
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http: //apps . cfwnet. org/council—packet/mc—review. asp?ID=l. . . 2/13/2 13
MSC Review Page 3 of 4
VIVO County's participation in the reconstruction of East Rosedale Street from U.S. 287 to West oaf M"filler
Street and $375,000.00 for the County's participation ire the construction of streetseape improvement
along East Rosedale Street from Nashville ille t Collard Street.
This project is located in COUNCIL DISTRICT 8.
FISCAL I LFORM ,IO IU CERTI" FliCATI+ N.,
The Financial Management Services Director certifies that funds are a aladle in the current, �ca ital
budgets, as appr pirlated, of the Street Improvement Fund, th Critical Capital Projects jects Fur d, the
St rm ater Capital Projects Road Fund and, the Grants Capital projects Fund, and upon approval of
the above recommendations and adoption, of the attached appropriation ordinances, funds will b
aailedle in t li current eapit� udgets ' "
appropriated, t the Capital Projects und�Fu , and the
Serer Capital Projects Fund,
TO Fund/Account/Centers FROM Fund Accoun Can ors,
1 P E45 538040 0160,9020 05.0
P253 531200 605170014283 1) PE45 538040 0709020 $621,215.,00i
P253 541 200 20517 5 .
1253 541200 051714283 � �� 4.�
Q $10,10,00.00 P253 531350 605170014284
� � X15.00
P258 541200 7'0517'0014283
P253 ,531 350 6051x`00142'85
$ ' , . 1860 00.00
P253 511010 6051`7 014292 � �,
P227 541200 2052'8'00142'83
P253 511010 60517001429�3 $5,000.00 GR74 541200 02030125197830 $375,000.00
P253 531 350 205170014294, $5,000.00
P25 531 350 70151700142512, - $1,3552461.00
G 74 5416010 0016302597830
x 000.00
P25 531200 70517001142814 144 X54.
GR74 522030, 01063 2597'83 .
$2,
1 '258 531!350, 70151 70011424
0001.0 ,
l(, F2 5313501 x'0151 x'01014285
3 000.00
2'5 531 350 7051 x 00114291 5 .0
,, Q $500.00
P258 511011 705170014292
00
P"25 511011 705170014293
500.
P
21
P,258, 5141,200 705170014283
X
I; P"2,5 1 53135 7051 142,94
500.
1
P"253 476045 6051700142ZZ $2,3441,405-00
P258 476045 7051700142Z,Z $621, 215-00
P253 531350 605170014252
151,000.00
h p-,//apps cfw et . r g/ un % l p cI t c—nevi*ew asp * =1. . . 2/13/2013
M&C Review Page e 4 of 4
111
Q 000.00
P'253 531350 605170014291
Submitted for Cif Manager's Off ice Fernando Costa 6122
r r��fin artmer�f Head: Douglas
Additional Information C n act. Dena Johnson (7866)
ATTACHMENTS
20ROS 253 A01 3. c
20R01SE P25 A0 3.dc
Rosedale Map - Attachment E M df
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POP
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� ":/ apps . c wrnet . ' ou ci l—packet c—rev- . as �"I = . 2/13 201
0005 15-1
Addend.1
'age 1 of 13
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SECTION 00,05 15 F
2 AD'D' ��
RIP East Rosedale Street US 287 to Mier Avenue CHiRIS B.BOSCO.
5 City Project No. 0 0 14
93679,
Addendum No, I Issue Date- December 4, 2012 � �
7 �
Bid Receipt Date: December , 201
9
This addendum forms part of the Contract Documents referenced above and modifies the original
I t Contract Documents,. Acknowledge receipt of this Addendum by signing in the spice below and
2 attaching it to the Contract Documents, (inside). Mete receipt of this Addend.um in the Bid
1 13 Proposal d on the cuter envelope of your hid.
15 1 Summary of Pre-Bid,Meeting and Contractor Questions.
16 An optional Pre bid meeting was held at 500 James Ave on November 27,2012 at 0000
17 PM. A sign-in sheet of those in attendance is attached. The pity described the overall
is intent of the project and questions were fielded. A paraphrased summary of questions is
19 provided below:
20 Q*
Can the hid rate he raced `A day?
21 A. No.
22 Qs- Specific working hours., Since this "is an arterial can the contractor only work
23 AA1 -4 PM Can working hours he extended or add worldng days to the schedule?
2 w Confmmed with City Traffic Engineer,Randy Burkett,that 7AM to 7 PM worldng
25 ours are approved for Rosedale. Contractor shall he in accordance with cite nci'se
26 ordinance when working g i residential areas.
27 Q:What is the schedule for the a tl*es to be cleared
28 A: Everything east of Campbell will he cleared by rudd July. Refer to Instruction to
29 Bidders page 9 of 10 Item 18 for more detail.
3
3
33
,7111
CrrY OF FORT WORTH EAST ROSEDALE STREET-US 297 TO NULLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00142:DOE NO,6316
.used July 1,2011
00 515-2
Addendum 1.
Page 2 o 1
Q: What is the process/deliverable for cleaning the existing bricks
2
A:The contractor shall salvage as much brick as possible along the project while working
with the city inspector dote_ 'ning what brick i's salvageable and what is to be removed.
p 5 Most bricks have boon.overlaid on and will need to be cleaned of any asphalt and other
atonals. The contractor will need to provide his own space,on site or off site to store
bricks and clean.them. All fell intact, clean bricks are to be stacked on pallets,shrink
wrapped and delivered to the city at 3 100 Yuma Drive,port Worth. The contractor will
need to coordinate with the n Spector on delivery so the gate is open.
Q What its Texas Wesleyan Graduation and do we need to schedule around that"
t A TWU graduation is May, 11 but held off`campus. There is a graduation ceremony
12 F day May, 10 but the school was already planning on tolling attendants to take Vickery
13 to the school. Texas Wesleyan has no problem With construction happening on these
r days.
15 Q Are the drainage structures with the tides, at the SE corner of Vaughn and
16 Rosedale going to remain after this project?
A: Yes,they will,remain.
18 Q Looks like temporary asphalt will be needed in order to construct the storm,
19 drain, especially at intersections. Will that be added as a.hid item"
20 A. Ye .
21 Q The temporary asphalt called out for the water and sewer isn't thick.enough.
2 This will probably fail on this type of road
23 .A. The Temp Asphalt Pav Repair bid item for this project will be changed to be a ,
24 HIMAC asphalt section.
f%
25 Q I ported bwac ill wasn't'Included in the bid items for the water,wiH that be
2 added.`
A- Yes.
28 Q How will the sewer service connections;fast of Ayers he constructed."
A The intent was to bore any sewer services crossing new pavement per the bid item.
30 Between Ayers and Miller the construction phasing could be modified to cons truct the
11 ;outs side first.
�1 3
3
CrrY OF FORT WORTH r% EAST ROSEDALE STREET
�ICA ION DOCUMENTS CITY PROJECT NO.0014x,DOE NO.6316
T 5 EC
Revised July 1,2011
i
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000515.,3
Addendum
Fags 3 of 14
' Will the city he doing the staking?
City surveyor will be doing the construction staking and will ice .48 hour n otice prior
3 to staling.
QN, What are the b ck li ts?
5 A Refer to the geotechnical report In the specifications,.,
6 Q There is a discrepancy between the plans and bid,item on the 3" condulit please
7 clarify,which one to use.
8 A We will use 3 orange conduit for the fiber optic.
9
Ql* Standard C munlcation Box depth is a little excess'a *ndicatcd. as 4211 in the
10 plans.
t Standard Conimunication Box dimensions,
1, t2 Q "here is a c u.nication box t a di � �lnn � �'��" �. Them are
13 depth s of 3611 and 4511.
A A We will use the 4 '' '8'"06"communication x.
5 Q- Why is,there a constriction on the bridge With a 21'cnndm*t?
t .11 use a,3"conduit on the bridge.,
f.
PIP 1 Does the section in the TxDT need to he per Tpccr are cgoing,
18 to build that section per plan 90
t Yes all construction within state right of way will require compliance to t�.dot standard
20 specifications,standard,plans,s, andA texas,manual on uniform traffic control devices.
21 `what i�the i�ta�cc re ulr+ cnt for placing a temporary hatch plant in the ci f
22 of Fort Worth.?
23 A Sec the guidelines in Fort Worth Zoning ordinance 5.401 Batch:Plant,Asphalt or
24 Concrete(Temporary).
25 . :burin paving operations can we close one lane and flag around
26 A: Yes, contractor can close to one lane and flag for distance less than one bloc, during
2
mIMP
CrYY OF FORT'WORTH EAST ROSEDALE STREET--US 287 TO MILLER
STANDARD CONSTRUCTION SPECIFICATION DOCU1\4ENTS CITY PROJECT NCB.00142,DOE NCB.631
Revised July"I,2011
000515-4
Addendum 1
Page 4 of 14
Q14: Bridge layout shows p .ne easements running under proposed bridge, are
there active pipelines in these easements.?
3 A.- Yes,both are active. The gas line to the west is energy Transfer and the one to the
4 east is Chesapeake.
5 Q How 1s sidewalk on bridge slab and approach slab pall
6 A: Sidewalk on badge slab is ffi eluded In Bid Item V- " ei f Cone Slab". Sidewalk on
7 approach slab is included in:did Item V ",CL S Cone Ap'pir Slab)"'.
,Sheet 28,6,Embedment for Storm rain Pipe and Box Culvert doesn't match the
9 city details'.are we still following city details for pipe embedment?
t 1 :Yes,please see remised sheet 286, attached in addendum,.
Q:1 What tie of baelfil is shown in the Box Culvert pipe zone?
12 .- lease see the revised sheet 286, attached in addend
3 Q: Clan water,sanitary sewer,storm drains be baeld�lled with native material about
14 the pipe zone?
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: : ae� 1.ll above the pipe zone must follow city specification 33 015 '.
I MR, 16 Q Can city develop a unit price for"crushed rock if req red for pipe
17 embedment
A. please see items 1-39 1-39E and items 11-223 1I-23D.
19 Q Who will be supplying ng the traffic signal poles and cabinet boxes
A: City will provide contractor the following items and contractor will need to pick.up
21 from city storage facility.- controller and eabiet signal poles and mast arm(special
22 coating,included) and optieern. Contractor to provide radar equipment wawetr wX�-
23 matrix)and sib al heads.
24 Q Bid Item calls for schedule 40 PVC for the i lu n nab n but the plans call out
5 schedule 80,please clarify.?
26 A We will used schedule 40 PVC for the ill "nation conduit on this prof eet..
7 Q# Rebar for the sidewalk 1s called end out on sheet 138 as#4 bars while the spec calls
28 out#3 bars,please clarify.
A. Rebar in the sidewalk will be#3 bars Oa 1 "CSC for this project.
f
U�287 T MILLER F R TP " S T
STANDARD CONSTRUCTION SP':ECIFICATION DOCUMENTS CITY PROJECT NO.00 142)DOE NO.6316
Revised July 1,2011.
J;
000515-5
Addendum I
Page 5 of 14
1 M Where is driveway detail sheet's
1
A.- Driveway detail sheet is added as, sheet 137A, attached to addendum.
OP P, 3 Qq: What are the lengths of the monotube signs`
4 onotube sigma not be used on this project now. Traffic signal pole and mast
arm will be used for roundabout overhead sig,age. Mast arm lengths Will be -28' and 2-
'". Pole mast to be black powder coated. Roundabout� e to be installed
7 on the mast arm will be included with the price of the mast arm and pole. Refer to sheets
145 & 149 for the signs to be included on the mast arm pole. City to provide mast arms
d poles powder coated blacl
ring logs t show a p� Hough depth to determine they foundation for
Iry � The boring don deep e
I � � � � 0
11 the n onotube signs. This should'be a LF unit of measure and paid on installed
12 depth"
13 A.r Bid Item Hl-l3o 1s now Type 3 Si coral roundatlon.
4W 14 Is there a specked Tree Grate`
15 A: We will be using the Barry Pattern&Foundry, BarryC,raft Expandable '''x 8"Tree
16 grate with F'rame Model BTG726.
1.7 2. Modification to did Proposal,*,
9r/ Modify previous ro osal to match current attached proposal d please
19 note the following changes.
r 20 b. Add Item 1-34B"`4' Wide Asphalt Pvmt Repair,Arterial"at a quantity of
21 40 lF
22 c. Add Item 1.39 " ported Embe ent Bac ill, CLSM"at a quantity of
23 50 CY at a pre-bid pace of$70.00
24 d. Add Item 1-3 C p"orted Embe din ent/Backfilb Crushed Koch"at a
5 quantity t of 50 CY at a pre-bid price of$15.00
26 e. Add Item 1.3 "Imported E be err : achfl ,Acceptable Bachfll"at
ho
7 a quantity of 50 CY at a pre-bid glee of$ 5.00
l; 28 f Add Item f- 911"'Imported Embedmen ackfill, Select "ill"at a quantity
29 of 50 CY at a pre-bid price of$15.00
IN
30 g. Change Item H-1 "8"Sewer Pipe"from a quantity of 2,000 LF to 21290
1 L
CITY OF FORT WORTH EAST ROSEDALE STREET—US 287 TO MELLER
STANDARD coNsT UCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00142)DoE NO.6316
Revised July 1,2011.
OW
00 O'5 15'-6
.ddend
Page 6 of 14
Pk
h. Change Item II-2"8" Sewer Pipe"from quantity of 1,910 LF to
2 690 LF
3 i. Add Item II-213 "8"DIP Sewer Pipe, CLSM. act li"at a quantity of
01 4 1170 LF
Change Item 11-12"Imported E b en a iii, CLSM"from a
n
quantity of 190 CY to 50 CY at a pre-hid price of$70.00
7 k. Add.Item II-i 9 "4' Wide Asphalt Pvmt repair, tenal"'at a quantity of
8 70 LF
9 1. Add Item H-23B `Imported Embedrne l ackfll, Crushed Rock"at a
amol'o 101 quantity of 50 CY at a pre-hid price of$15.00
11 m. Add Item 11-23C"Imported E he ent/Bac fill Acceptable Backfill"at
1
a quantity of 50 CY at a pre-laid price of$15.+
3, n. Add Item U-23 E"Imported Ernbedm nt/Backf , Select Fill"at
14 quantity of CY at a pre-bid price of$15
15 o. Change Item 11-26"Remove 4' Sewer Manhole"from a quantity of 8 EA
16 to 12 EA
p. Add Item 11-2 "Abandon 4' Sewer Manhole"at a quantity of 31 Ems.
1 q. Change Item III.25 "Unclassified Excavation"from 9350 C,Y to 13690
19 CY
r. add Item III-27 "Temporary Asphalt paving Repair at a quantity,of
21 850 LF
. Add Item HI-39B "Remove and Relocate Light"'at a quantity of EA.
23 This item includes removal and relocation of the g t at STA 16+8
4 from its current location to inside the proposed fence of'the property on
5 the SE corner of the Mitchell Roundabout.
t. Change Items.III-4 `Misceiian on.s Construction Force Account"to a
l
pre-.hid item at a price of$1.00 per EA.
u. Change Item.HI-4 "Miscellaneous Utility Force Account"to a pre-hid
29 item at a price of$1.00 per EA
v. Change Item II.I-46 "C'HMAC Transition(Side Streets)":com a quantity
31 of 1280 LF to; 1760 LF
US 2817 TO MILLER
CITY OF FORT WORTH EAST ROSEDALE STREET
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. � 142,DOS.NO.6316
Revised July 1.2011
000515-7
Addendum 1.
' Page 7 of 14
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I w. Change Item HI-49"4"Conc Sidewalk"from a quantity of 89200 SF to
91390 SF
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x:. Change Item 111-54 "61" 'Droste C urb(.Inside Edge of Truck r n)112
4 from a quantity of 340,LF to 700 LF
. Change It 'II-6 "6' Type 3 Ram "from a quantity of 1 EA to
PIP 6 EA
Is
z. Change Item HI-62 "6" T U-1 a "from a,quantity of 3 EA to,9 EA
aa. Change Item III--67 "18"RCP Class 111"from a quantity of 420 LF to
500 LF
bb.. Add Item III-73 "Concrete Wye Connections"at a quantity of 20 EA.
1 Refer to Detail 2 on sheet 274. Bid Item for pipe connection to exlsti.n
12 system.
13 cc. Charge Item 111-76'T Storm coon ox's from a quantity of 5 EA to
4 EA
xF
15 d .. Add Item III-7 "101' Inlet's at a quantity of 31 EA
16 ee. Add Item III-8 3B "15' Type II Inlet''at a quantity of 3 EA,
17 ff. Fangs Item 111-127 1 "SLID Pvmt Marling H "from a
18 quantity of 1,05 0 LF to a quantity of 1,210 LF.
19 gg. Charge Item 111-12 on tube Sig S e e(Roundabout Overhead
20 sign) (Black)"to " `sli/Install mast am 16'--36""at a quanfity of 6 EA.
1 Bid Items to include roundabout signage,. Contractor shall follow signal
22 detail sleets provided in the plans. City to provide mast arm and pole Change VIP
23 powder coated black.,
Item 111-13 " .n t S r Foundation"t+ `TY Signal
��� 25 Foundati n7 at a quantity of 6 EA. Contractor shall follow signal detail
r
6 sleets provided in the plans.
IVW
l . ha Item 111-139 2"CONDT PV intre PrCect '
8 from a quantity of 27,200 LF to 301,670 LF.
jj. Change Item IH 1.44 CONDT RM(Includig harC ware to hang under
30 Bridge)"to'T'C (Including hardware to hang,under
Bridge)"at the same quantity of 240 LF
P,
2 kk. Change Item 111-147"Ornamental Grass C42 Class)"to"Ornamental
33 Grass #3 Class)" at the same quantity of 3920 SF
C 'CAF FORT WORTH EAST ROSE SALE STREET S 287 TO MILLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS crry PROJECT NO.00 142)DOE NO.6316
Revised July 1,2011
r
000515-8
Addendum 1
i
Page 8 of
11. Add Item III--155 "Remove TWU Fence and Salvage to TWIG"at
2 quantity of 135 IMF.
mm. Change Item IV-3 `6' Type -1 Ramp from a quantity of 5 EA to
4 Ems.
5 rte.. Change Item IV-5 "6' Type U-1 Ramp"ftom a quantity of 12:EA to 13,
.EA.
oo. Change Items,fV 6 Stamped and Stained.Concrete Crosswalks"from a
quantity of 8,700 SF to 9300 SF
. C h ange Item IV-12"4'x4' Tree Grate"'from a quantity of 3o EA to 40
o EA
r
11 qq. Change Item 1.4'''Cast n Place Seam Wall (including Seat wall
12 columns)"from a quantity of Soo LF to 520:L F
13 rr. Add Item -15 "Tree Aeration Pipe under 10' Sidewalk"a.t a quantity
14 of 1 LS.. Refer to sheets,408 &409 for details.
15 s . Add Item -15C"Crushed shed Stone B as under 10' Sidewalk""a,t a quantity
a
16 of I LS. Refer to detail 4 on sheet 424 for details.
1.7 tt. Add Item IV-I5D,,"Reconstruction of T Feature @ NE Comer of
18 Wesleyan and Rosedale"'at a quantity of 1 LS. See revised sheet 41 ,
19 attached m the addendum.,
u uu. Change Item -44"Ornamental Assembly Type A14/20 Simple
1 (Black)"from a quantity of 64 EA to 51 E
22 w. Add Item, 44B"Ornamental Assembly Type Al 1/20, Simple(Black)"'
23 at a quantity of 15 EA.
24 ww. Change em fV-46 "Rdwy Illum Foundation TY 5 (Pedestrian)"from aA
25 quantity of 64 EA to 66 EA
26 3. Modification to Speciflcatl,ons
27 a. Add Specification Section 012 41 14 Utility Removal/Abandonment,
'71 28, attached to this addendum.
29 4. Modification to Plans:
CITY r
E FORT WORTH EAST RO a.EDALE TREE "'-U'S 287 TO MILLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CrFY PROJECT NO.010142,DOE No..6316
Reiser!July,1,2011
f
000515-9
Addendum 1
1,
Page 9 of 14
.. Revise Sheet 12, "General Notes",add the following notes,
2 4 26.All side streets to have a 6�"thick IDAC transition .10' in length,
�3 f1 Width of the road
4 27. Contractor cannot use Sycamore ballpark Parking lot, located narth.
s 5 of'Proposed Mitchell Roundabout for parking, staging g or any other use"'.
28. Contractor to keep fall access to same Sycamore Ballpark parking lot
7 for all park events. Contractor can close access to park to work on
entrance at end of sports season 'in August. Contractor to very date."
9 h. Reuse Sheet 56,,"S Ayers Ave Roundabout Phase ", add following note,
1 "Contractor to make use of existing wood strain poles and span wire
POP
t supports of existing signal heads and modify heads as needed to control
It 2 traffic during this Phase.. Adjust stops lines as appropriate for signal head
131 locations according to guidelines in the Texas MUT:C .'
14 c. Revise Sheet 57,"S dyers Ave Roundabout Phase 2A,"' add following
P temporary traffic signal to control
1� note � "ntractc�r t�install and operate te�x.
6 traffic on all dour legs of the intersection during this Phase. Adjust stop
7 lines as app"rop"riate for signal head locations according to guidelines in
18 the Texas TCD."
d. Revise Sheet 5'8, S Ayers Ave Roundabout dahout Phase 2B,"',add following
20 note, "Contractor to install and operate temporary traffic signal to control,
21 traffic on the three legs at the northwest quadrant t o the intersection.
22 during this Phase. Adjust stop lines as appropriate for signal head
23 locations according to guidelines in the Texas C ."
I 1 10
'9
�..
r
r%
CITY OF FORT WORTH EAST OSEDA E STREET—US 287 TO MILLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.0014231 DOE NO,.631,6
Revised July 1,2011
G
0005 15-10
Addendum 1
Page 10 of 1.4
C'. Revise Sheet 59A,"Traffic Control Plan Beach Street Intersection Detail
2 Phase I change Step 1 and Step 2 to read as the following
1, "Ste l
4 l.Install temporary wood signal pole and span wire across west leg of E.
5 Rosedale and install 3-section signal head over the one westbound lane of
E. Rosedale. Connect to existing controller.Bag head until ready for use.
2. Shift Southbound traffc to cast side of roadway. Retain WB pedestal
mounted 5-head signal second signal head for westbound movement
during Phase 1.Unbag bead on span wire. Bag beads on existing
t traffic signal mast d pole.Note:
also r+�t irr��pedestal��urrtcd�.
11 sectoin dead for use in.phase 2.
IMF, t 3. Construct west side of intersection. Bag new signal beads until read
13
for use.
14 4. EB and WB left turns to be permitted o ly. aintain access to cross
15 walks to extent possible.
5. Close cross walks as needed using signage and bagging appropriate
17 pedestrian heads.
18
19 Step 2
20 1. Shift southbound traffic to west side of roadway.
adway.
t 2. Shift ift nor b d traffic t o cast side of roadway.
J
2 3. Construct carter of intersection.
3 4. Continue to use temporary signal on span wire to control WB
movement.
25 . Use the outer signal head of new signal pole to replace use of WB
pedestal mounted.head."
40
1
CITY OF FORT WORTI
EAST'ROSEDALE STREET-US 287 TO MILLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO,00142,DOE NO 6
Revised July 1,2011.
00051 -11
Addendum
Page 11 of'
1 f, Revise Sheet 599,"Traffic Control Plan Beach Street Intersection Detail
2 Phase 2", change Ste 1 and Step 2 to read as the following
3
4 ""Step" 1
5 1.Install temporary wood signal pole and span wire across east leg of E.
Rosedale and Install 3-section signal head over the one eastbound d lane of
E.Rosedale. Connect to existing control er. a � until ready for � ,
2..Sh fl northbound traffic to west side of roadway. Retain,EB pwedestal.
91 mounted 5-head signal as second signal head for eastbound movement
10 during Phase 1 Unbag head on span wire. Bag heads on existing E
11 traffic signal roast arras and pole.
12 3.Construct east side of intersection. fag new signal heads until reader
13 for use.
14 4.WB, and EB left turns to he pe *tted only.
15 5.Maintain access to cross walks to extent possible. Close cross walks as
1 ,needed usin sib ge and bagging appropriate pedestrian heads.
17
18 Step 2.
19 1, Shift southbound traffic to west side of roadway.
20 2. Shift northbound traffic to east side of roadway.
21 3. Construct center of intersection.
22 4. Continue to use temporary signal al on span wire to control EB
23 move ment.
5. Use the outer signal head of new signal pole to replace use of E
25 pedestal mounted head."
26 g., Add Sheet 128A "Concrete Steps",attached to this addendum.
2 h. sheet 1 E 1 i Ra s I etails, ,attached to this addendum.
28 if Add Sheet 137A. "FTW Driveway Details",is", attae ed to this, addendum.
29, j Add Sheet 288.x, CH-PW-0",for 24"Headwall near outfall of SD-Al,
30 attached to this addendum.
31 k. Replace Sheet 286,"Embedment detail for Sto a and Box
f
32 Culvert", attached to this addendum.
33 1. Revise Sheet 74,"Paving Plan and profile STA 13 1+50 to,STS. 136+010",
34 pedestrian,ramp on NE,NW and SE corner of Rosedale and Conner are
ol
35 Tye -1 Ramps. pedestrian ramp on south side of Rosedale at STA
36 136+00 is Type 2 Ramp.
m. Revise "Sheet 7'7,"Pavm* g Man and Profile STA 145+00 to STA 149+50"11
38 pedestrian ramp on NE,Nom"and SW comer of Rosedale and'Thrall are
39 Type U-1 Ramps and curb radii to he 15'. Pedestrian ramps,on SE,of
40 Rosedale and Thrall are two Type M-1 Ramps and curb radios to be 25'.
CITY o T R EAST ROSEDALE STREET—US MILLER 287 TO
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No,001423,DOE NO.6316
Remised July 1,201
O05 15-12
Addendum 1
Page 12 of 14
r;
1, n. Revise Sheet 78,"Paving Plan and Profile STS. 158+50 to STA 163+005131
IMP 2 pedestrian ramp on and NW comer of Rosedale and Binkley are"hype
3 M-1 Ramps. Pedestrian ramps on SE and Ste"ee .ear of Rosedale and
4 Binkley are two Type L1-1 Ramps.
Vp
5 o. Revise Sheet 79, "Paving Plan and Profile STA 149+5'0 to STA 154+
6 pedestrian ramp P en NE and NW'comer of Rosedale and Vaughn are
7 Combination Type -1 RaTrups
8 P. Revise Sheet 81, "Paving Plan and Profile STS 163+0101 to ST'S,,. 167+50"
9 pedestrian ramp on NW, SE and S comer of Rosedale and Collard are
10 Tie U-1 Ramps. Pedestrian ramp on XE comer of Rosedale and Collard
is a Type R 1 ra
r,.
q.. Reuse Sleet 82, "Paving Plan.and Profile STA 167+50 to STA 172+00")
13 pedestrian ramp on NW comer of Rosedale and Bishop are T' e R-1
14 Ramps.
r.,. Remove Sheets 173 1 " onotu e Sign Stucture MC l - 7—MC(4)
16 ''from lans. 1 onotu a slign will not be used on this project.
J
t s. Revise Sheet 241� "Storm Drain Line A-3 Plan&Profile STA 9�- �"
18 Ems'', storm drain inlet at road STS. 130+97.54,, 314.36' LT is a 20"
f
19 recessed inlet.
20 t. Revise Sleet 243,"Storm Drain Line B-2 Plan&Profile STS. 10+00 TO
21 14+5 ",star dram.Inlet at read STS. 143+08.54)27'.17' LT is a 20'
22 Type 1 inlet.
23, n. Revise Sheet 247,"Storm Drain Line 2 Plan &Profile ST'A 28+00 T
24 END ',storm drab let at read STS. 159+82. 1, 24.5 ' RT is a ' Type
25 H inlet.
L�
2 e� e Sheet 25 , Ste ]gain.Line C' 1 Plan.&Profile STS.
BEGINNING TO END", storm drain inlet at read STA 164+46.62,,26.50"
28 RT"is a 15' Type 11 inlet.
29 w., Re se Sheet 253,"Storm Drain Line D-2 Plan&Profile ST
00 30 BEGINNING TO END", stonn drain inlet at read ETA 176+11.32,,28.0:0
31 RT is a 15' recessed inlet.
32 x. Revise Sleet 267,"Ste Drain Laterals" laterals 4& B-5 are 1 ,
Standard Inlets.,
Ass, 34 Y. Reuse Sleet 269,"Storm Drain Laterals",Laterals C-7 is a 1 0' Type 11
315 Inlet and lateral.C-8 is a 10' Standard,Inlet.
CITY OF FORT'WORTH EAST ROSEDALE STREET^US 287 TO MffLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS, CITY PROfE CT NO.00142,DOE NO.631+
Revised July 1,2011
k
r:
I'M
00105 15-I3
Addends I
Page 13 of 14
z. Revise Sheet 270, "Storm:gain Laterals",laterals -1 " is a 20' Standard,
2 Inlet. Laterals E-3 , E- ,E 53 -16 &E-1 7 refer to detail 2 on sheet
JF
3 274 for concrete collar wye connection.
I# aa. Revise Shoot 271,"'Storm brain Laterals",all laterals refer to detail 2 on
5 sheet 274 for concrete collar wye connection.
} . Revise Shoot 272,"Storm Drain Laterals" laterals E-27 is a 2 ' recessed
inlet. Laterals -3A E--3B E-3C E-6&E-12 refer to detail 2 on sheet,
74 for concrete collar wye connection.
1
9 cc. Revise Sheet t 73 `Storm Drain Laterals",all laterals refer to detail 2 on
10 sheet 274 for concrete collar wye connection.
�g
11 dd. Reuse Sleet 349,"8"Sanitary Sewer Line 1 STA 4+00 to En.
12 and STA.o+00 to End 7.Add note to remove existing sanitary seer
13 manhole near one
B-2 Station 0+24. Remove note to remove existing
1.4 sa rtary sewer manhole at Line B-2 Station 1+00.
15 ee. Revilse Sheet 353,`` '''Sanitary Sewer Line D STA 4+010 to End"'. Ad
16 note to remove existing shallow sanitary sewer manhole near Line
17 Station.4+83, 22' Vert. Change note at Line D 'Station.5+08.83,21.3
18 Left from abandon existing sanitary sewer manhole!to remove existing
Or 9 sanitary sewer manhole.
20 ff. Revise Sheet 356, `8"Sanitary Sewer Line F" STA 4+00 to S,TA +00"'.
21 Change pipe material from Protecto 401 D P to SDR-26 from station
22 4+00 to station.5+00.,
2� gg. Revise Sheet 357,"' "Sanitary Sewer Line " STA +00 to STA, l 2+oo".
24 an 1 material from,to from �� � to roteeto 401 C I from
25 station +00 to station 8+58.501.
26 h.. Revise Sheet 35 ," "Sanitary Bearer Line F" STA 12+0 to Station
7 16+00".Auld note to remove ex4stin sancta sewer ar olc near Line F
28 Station 15+72-32, 53' Left.
29 11. Replace Sleet 415, "Sidewalk Paving Flan STA 154+00 to 156+31.75
� Nlu
30 �lth the revised sheet attached 1n,this addendum.
1 j* . Replace Sheet 427,"'Walls,Columns, and Monument Details"with the
a� 32 revised sheet attached in this addendum.
t_
3 kk. Replace Sheet 428,"Masonry Kiosk Details"with the revised sheen
34 attached in this addendum.,
11. Replace Sheet 431,"Site Fumis1:1ngs"Wit .tie revised sheet attached in
36 this addendum.
CITY of FORT WORT14 EAST ROSEDALE STET—US 287 To MILLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT N .0,0 142,DOE NO.6316
Revised July 1,2,011.
F
000515-14,
Addendum 1
I,
Page 14 of 14
t mm Acid City of Fort Worth Details 32 01 17.520 32 01 17-521 and 32
2 29-523 to Specification
3 All other provisions of the contract documents,plans and specification shall remain unchanged.
a � � a � �n for rendering to re a si
5 the bid non-responsive. A signed copy of this addendum shall e placed into the Proposal at the
P111 6 time of .submittal.
7 Receipt Acknowledged:
7"1
By.
9 Company: JAMON CONSTRUCTION, LTD
l
10 END�O SECTION
owl
1,
7
rL
�I14'J)
CITY OF FORT WORTH EAST ROSE DALE STREET S 287 TO MILLER
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00142)DOE NO.6316
Revised July 1,2,011
0 52 43- 1
Agreement
Page I of 4
t SECTION 00 52 43
AGREEMENT
3 THIS FEOt2 2011!3 is made by and between the City of Forth
Worth, a Texas home rule unlcl ali �� � o and through its l authorized City Manager,
("City"), + Jackson + "'c l� truetl+an :ltd., authorized to do business in Texas, acting by and
y 6 through its duly authorized representative, ("Contractor"').,
7 City and Contractor, in consideration of the mutual covenants hereinafter set forth,, agree as
follows-
RPM
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2.PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Construction of East Rosedale Street from Miller Avenue to U.S. Highway 2
1 i "rn► ect Number 0014
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
«,
201 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
IMP 22 The Work will he complete for Final Acceptance within 600 days after the date when the
23 Contract Time commences to rule as provided in Paragraph 2.013 of the General Conditions.
s.
24 3,.3 Liquidated damages
25 Contractor recognizes that time is of the essence of this Agreement and that City will
26 ,suffer financial loss if"the Work is not completed within the times specified in Paragraph
WIN 27 31.2 above, plus any extension thereof allowed in accordance with Article 12 of the
28 General Conditions,. The Contractor also recognizes the delays, expense and difficulties
29 involved in proving in a. legal proceeding the actual loss suffered by the City if the Work
1� i� net completed ete on time. Accordingly, instead o rc q ulring an y such ro
Contractor
31 agrees that as liquidated damages for delay (hut loot as a penalty), Contractor shall a
32 City Six Hundred ai and noll 00 Dollars ($6,50. for each day that expires after the
O,
33 time specified in Paragraph 3. for Final Acceptance until the City issues the Final Letter
34 of Acceptance.
CITY OF FORT WORTH Easi o.ed x1 e, US 287 to lfill r Ave
STANDARD CONSTRucTION SPECIFICATION DOCUMENTS ("i y Project .:00142
Revised August 17,2012.
Pop
0 52 4 -
Agreement
Page 2 of
36 article 4. CONTRACT PRICE
City agrees to pay Contractor for performance of the Work in accordance with the Contract
8 Documents an amount in current funds f Sixteen Million Five Hundred Ei ht -nine Thousand
9 One hundred Tai -three and 65/100....4..,.................n D;ol lars($16,5 8913 x.65)..
40 Article 5 CONTRACT DOCUMENTS
41 5.1 CONTENTS.-
42 A. The Contract DocUrnents which comprise the entire agreement between City and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
u 45 2. Attachments to this Agreement.
46 a. Bid Form
47 1) .proposal Fore
10 48 2 vendor Compliance to State Law w Non- esident Bidder
49 3 Pre qualification Statement
50 4 State and Federal documents Q)rq e speci is
�»» 51 h. Current Prevailing 'image late Table
52 c. Insurance ACORD Form(s)
53 d, Payment Bond
54 e lerfan-nonce Band
55 f Maintenance Bond
56 g. Power of Attorney for the Bonds
57 h. Worker's Compensation Affidavit
00 58 i. MBE and/or SBA, Comniitnlent Form
59 3. General Conditions
1 60 4. Supplementary Conditions.
5. Specifications specifically mad(-,,, a part of the Contract, Documents by attachment
62 Orl if not attached, as incorporated her reference and described in the Table of'
63 Contents of the Project's Contract Documents.
64 6. Drawings.
7.. Addenda.
6 8. Documentation submitted by Contractor prior to Notice of'Award.
. The following which may he delivered or issued after the Effective Date of the
68 Agreement and, if issued, become an incorporated part of the Contract Documents:
69 a. Notice tQ Emceed..
b. Field Orders.
t c. Change Orders.
72 d. better of Final Acceptance.
3
'4
CITY O,F FORT WORTH E'as/Rosedale, US 287 icy Mdlei-,4ve
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#.-00142
Revised August 171,2012
OO 52 43_3
Agreement
Page 3 of 4
7'5 Article 6. INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and empiloyees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by the contractor, its officers, agents,, employees, subcontractors, licenses or invitees
80 under this contract. This indemnification p,rovision is call intended to Meratee
81 and be effective even if it is allUed oL_proven that all or some of the damages being,
82 sought were caused in whole or in art by any act omission or negligence of the
83 Thi"s indemnity provision is intended to 'Include, without lit"itattion, indemnity for
84 costs,expenses and legal fees, 'incurred by the city in defending against nst such claims and
85 causes of actions.
86
87 6.2 Contractor covenants and agrees to 'Indemnify and hold harmless, at Its own expense,
88 the cif,its officers, servants and employees, from and against any and all loss, damage
M 89 or destruction of property of the city,arising out of,or alleged to arise out of, the work
90 and services to be performed by the contractor,, its officers,, agents, employees,
91 subcontractors, licensees or invitees under this contract. "his indemnification
92 provision is ecifc,all y intended to, o perate and be effective even if it is alleeed or
93 proven that all or some of the damages bei"n i! sou ht ere caused, in whole or in 0 art
94 by an act 0,omission or nMligenc e of the
95
96 Article 7. MISCELLANEOUS
97 T 1 Terms,.
Now,
98 Terrns used in this Agreement which, are defined in Article I of the General Conditions will
99 have the rneanings, indicated in the General, Conditions.
100 7-2 Assignment of Contract.
101. This Agreement, including all of the Contract Documents may not be asst,g,ned by the
1012 Contractor without the advanced expiress written consent of the City.
103 7.3 Successors and Assigns.
104 City and Contractor each binds itself, its partners,, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Documents.
107 7.4 Severability.
108 Any provision, or part of the Contract Docunients held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all,
110 remaining provisions shall continue to be valid and binding upon CITY' and
III, CONTRACTOR.
112 7.5 Governing Law and Venue.
113 This Agreement, including all of the Contract Documents Is performable in the State of
114 Texas. Venue shall' be Tarrant County, Texas, or the United States District Court for the
W,
115 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Eust Rose dede, US 287 to Aliller i4ve
STANDARD CONSTRtiCTM SPECIFICATION DOCUMENTS City)Project 4:00142
Revised August 17,2012
GO 52 43-4
Acg reement
Pave 4 of'4
OR
116 '7.6 Other Provisions.
117 The Contractor agrees to pay at least minimurn wage per tiou for all labor as the same is
118 classified, promulgated and set out by the City, a copy of which is attached hereto and
119 made a part hereof the same as if it were copied verbatim herein.
120 7.7 Authority to Sign.
121 Contractor shall attach evidence of authority to s Agreement, if other than duly
12,2 authorized signatory of the Contractor.
123
124 IN WITNESS WHEREOF, City and Contractor have eXCCLIted this Agreement in rnUltiple
125 counterparts.
1001, 126
1'27 This Agreement is effective as of the last date signed by the Parties Effective Date").
128
Contractor- City of Fort Worth
Jackson Constr!Lction. Ltd.
BY:
Fernando Coto
�,I 00), 4,A4,111 Assistant City Manager
y
(Signature)
Date z/,4007A/a
"
t-I it A JeJOAMAu
Attest*
I
I-Alito%XMIU14M VCVUFM OPP
�VWSOM City Secr(Aar
1,in
I I,VNI (Sea,l)
T -JACMM CONSTRUCTION, LM
itle
VIM Address-, ION
5 112 Sun Ya ley Dr. M&C
re
Fort Worth'. TX '76,119 Date- 00
Clty/State/zip- to E jjn and Legality:
p
Date DOL,Igka,'W. lack
Assistant City Attorney
129
130
131 APPROVAL RECOMMENDED:
132
133
134
135 Doucy W. iersig P.E.
u
136 OFFICIAL RECORD DIREC RI,
137 Transportation Public Works
138 MW SECRE I
OIRTHI ITX
"0 W
CITY OF FORT WORTI-I k,ast Rosedalt,, IA.` 287 to ve
STANDARD CONSTRUCTION SPECII',-ICXVI MIE'NTS rte prq)ect.0 00142
Revised August 17,2012