HomeMy WebLinkAboutContract 57832-CO3CSC No. 57832-0O3
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
(PROJECT NAME: M-584
(CONTRACT: SANITARY SEWER IMPROVEMENTS
ICFA # 22-0044 I 1 CITY PARTICIPATION
ICITY PROJECT # 103521
ICITY SECRETARY CONTRACT # 57832
IFID # 30114-0200431-103521-EO7685
I FILE # X-27161
INSPECTOR:
PROJECT MANAGER:
(ORIGINAL CONTRACT
ICHANGE ORDER NO 1
ICHANGE ORDER NO 2
(CONTRACT TO DATE
(AMOUNT OF PROP. CHANGE ORDER
I REVISED CONTRACT AMOUNT
TOTAL REVISED CONTRACT AMOUNT
PER UNIT
I REVISED COST SHARE
TOTAL REVISED CONTRACT
YES
ARIEL DUARTE Phone No: 817-223-2266
KIRAN KONDURU Phone No: 817-392-2237
CONTRACT
UNIT
WATER
SEWER
DRAINAGE
Northstar
Developer
HPC Developer Developer
Cost City Cost
Cost Cost
City Cost
Developer Cost City Cost
$0.00
$3,018,184.61
$867,848.62
$5,756,729.07
$0.00
($30,552.24)
($8,784.99)
($58,273.77)
$7,930.89
$2,280.44
$15,126.97
$0.00 $0.00
$2,995,563.26
$861,344.07
$5,713,582.27
$0.00 $0.00
$5,180.11
$0.00
$0.00
$0.00 $0.00
$3,000,743.37 I
$861,344.07
$5,713,582.27
$0.00 $0.00
$0.00
$9,575,669.71
$0.00
HPC DEV. COST
$3,000,743.37 I
Northstar
Dev. Cost
$861,344.07 (City Cost:
$9,575,669.71
Developer Cost
$0.00
CHANGE
ORDER No:
I
13
I
I
PAVING STREET LIGHTS I CONTRACT
DAYS
Developer
City Cost Cost City Cost
$0.00 400
0
$0.00 $0.00 $0.00 $0.00 400
$0.00 $0.00 $0.00 rm$0.00 400
$0.00 $0.00
$5,713,582.27 MOMI
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 12-17-2018 Page 1
You are directed to make the following changes in the contract documents:
PAY ITEM #
CITY BID ITEM IITEM DESCRIPTIrN
# QUANTITY UNIT I I
UNIT PRICE TOTAL
HPC
100.00 % I
Northstar
0 % I
Cit
�.00%1
Unit II: Sanitary Sewer Segment 2
I 3
3331.4208 -79 LF 12" Sewer Pipe PVC
$180.00-$14,220.00
-$14,220.00
$0.00
$0.00
I 33*
3331.4215 79 LF 15' Sewer Pipe PVC I
I $245.571 $19,400.11
$19,400.11
$0.00
$0.00
TOTAL
$5,180.11
$5,180.11
$0.00
$0.00
GRAND TOTAL
I
I $5,180.11
$5,180.111
$0.00
$0.00
Asterisk (*) indicates New Pay Item
REASONS FOR CHANGE ORDER
All items
A 12" stub was upsized to provide a connection to the 15' Greystar Sanitary Sewer line.
THERE ARE NO WATER DEPARTMENT PARTICIPATION FUNDS INVOLVED IN THIS CONTRACT.
RECOMMENDED: APPROVED:
APPROVED:
APPROVED:
ame: LJA ENGINEERING, INC
Title: Protect Engineer
APPROVAL RECOMMENDED:
CFW - Sponsoring Department
KUa V.'r~,#.. Tc
By:
ame: Victor Tornero
Title: Engineering Manager
RECOMMENDED:
CFW - *Contract Compliance Manager
Name: Kiran Konduru
Title: Engineering Manager
M&C Number: M&C 22-0361
M&C Date Approved: 5/10/2022
a�
By:
Ben Luedtke
HPC Wellington Nance
Name: Development Corporation
Title: Executive Vice President
By: Kim Gill (Aug 02308.41 MDT)
Kim Gill
170 Northstar Ranch
Name: Developer, Inc
Title: Vice President
APPROVED:
CFW - Assistant City Manager
lk{ha §Gll� By: Dana eurghdoff (Augl, 0231]: 9CDT)
Name: Dana Burghdoff
Title: Assistant Citv Manager
p'0'40aa
s
zd
AQo
ATTEST
d ��
Q °
an'�a 6g4aa
Jannette S. Goodall
City Secretary
By;/
Derrick Gage
EXCEL
XCEL
Title: Operations Manager
APPROVED AS TO FORM AND LEGALITY:
CFW - Assistant City Attorney
-
aa—
By: n
Name: Richard McCracken
Title: Senior Assistant City Attorney
* Contract Compliance Manager (Project Manager):
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract, include
ensuring all performance and reporting requirements.
❑ There are NO City Funds associated with this Contract
0 There are City Funds associated with this Contract
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 12-17-2018 Page 1
GENERAL NOTES
STA 1+31 15 STUB K= STA 206+6] 24 M-584- 29 V 1 ALL MANHOLES SHALL BE LINED WITH A
N ]03066 1:- STA 1i0000 STUB N= a STRUCTURAL LINER SYSTEM FOR INTERIOR
E. 2304739.33 STA I+0000 STUB L= 2 BLUF CORROSION PROTECTION (WARREN
INSTALL END & -LUG / N.]0306]8. 83 6 Q VUnC ENVIRONMENTAL SYSTEM 301, ARC SIPS BY
UTILLtt MARKER POLE PER D01fi 2304]6690 J AW CHESTERIIN COMPANY) PER 33 39 60 LJ
INSTALL 4' DIA STD MANHOLE WITH ISTA 211+9481 M-584= '2 4 2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
WAG R 30 SLIDE PER D207 AND N 7031089 01 } 3 BE INSTALLED WITH CONCRETE COLLARS PER
WAGER 3000 MANHOLE SCRUBBER E 2104431.24 22 33 OS 1] AND MARKER POLES PER DETAILSEE N
SHEET 3�L INSTALL 4' CIA STD MANHOLE WITH I DOt6 ON SHE 35
WATERTIGHT HINGED MANHOLE FRAME, 0 3 ALL TUNNELINGS TO BE INSTALLED WITH
COVER, AND GRADE RINGS PER D008 TUNNEL LINER \ 1 0 20 40 80 16 4. GOMRACTOR SHALL EFIELD VERPER IFVSEXIST EXISTING
AND 0�
\ 19 D204 ON SHEEP 36
Q RANDS tE� UTILITIES PRIOR TO CONSTRUCTION.
pLO FI��RSSDM RANCH 15 30 5. ALL SANITARY SEWER MAINS SHALL BE P5115
( EE 5f OFEST ])BS 1 14 a ASTM F679 PVC OR ERR D3262 EN]2
555 /
^O / / 1 2 I ED
6 INSTALL AUNLESS LL ESANITARY RWISE OSEWER PIPE, FNTINGS,
"Y / 1 AND APPURTENANCES AS SHOWN IN THESE
910 PLANS AS SPECIFIED IN SECTION 33 05 10
AND IN ACCORDANCE WITH THE PIPE
R J. PIPED RECOMMENDATIONS CAPACITIES SHOWN FOR MANNINGS
B. CONTRACTOR IS PERMITTED TO REMOVE ALL
TREES WITHIN THE EASEMENT TREES OUTSIDE
J� \� 202 \ ' I a I I I p0+ O p I \ \ \ POF TH UTILUY EASEMENT SHALL BE
ROTE ED AND TREE REMOVAL WITHIN THE
EASEMENT SHALL BE LIMITED AS MUCH AS
PRACTICABLE.
\ 208 \ 2 9 UTILITY SEWIIDE SURFACE RESTORATION �\ —I / SEEDING TO BE COMPLETED PER 32 92 13
_� WARNING:
-�S .__� / THE CONTRACTOR SHALL CONTACT THE FOLLOWING
/ \ \ 5 4\1_ P,... i 215 1 AT LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS
AREA
210 ��' — — 21%—��� / / FORT WORTH WATER DEPARTMENT (81 J)392-8296
— SPORTATION COUNT &PUBLIC WORKS (81])392-8100
4 12 tea- `/ TA RANT E 811 6-7817
M-584 mayIS , TEXAS ONE-811 CALL SYSTEM (8COORDI ATIO
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
STA 209+43 ]1 584= /j'� CONTACT INFORMATON
N. ]030905.62 �x _ —
E. 2304606]] STA 215+2565 M-584= BENCHMARKS.
ST L ?pp ��yy\ INSTALL 4' DIA STD MANHOLE WITH N J0312J445 ,0 1 BM�4
WATERTIGHT HINGED MANHOLE FRAME, E 23041632J 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
FOR FL OF B6 �? 6PQ�'C079 8.53 COVER. AND GRADE RINGS PER 0008 FENCE L(TYP- INSTALL 4' OIA STD MANHOLE WITH
WAGER 3000 MANHOLE SCRUBBER STAMPED 'LJA SURVEYING' SET AT THE SOUTHWEST
(SEE HE
SEE DETAIL 1I CORNER DF WELL PAD TOOD-JARVIS (PAD B)'
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N70D0 SIDE
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INSTALL END &PLUG I N]016649.3 E23100200 ELEV ]82.)10
UTILITY MARKER POLE PER D016 BM6
'X'CUT IN TOP OF CURB ON THE SOUTH SIDE OF
M-584 BENT OAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF WADLEY ROBERTSON ROAD
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GENERAL NOTES.
1 ALL MANHOLES SHALL BE LINED WITH A
STRUCTURAL LINER SYSTEM FOR INTERIOR
CORROSION PROTECTION (WARREN
ENVIRONMENTAL SYSTEM 301. ARC S1HB BY
A W CHESTERTON COMPANY) PER 33 39 60 W
2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
BE INSTALLED WITH CONCRETE COLLARS PER W
840 33 05 17 AND MARKER POLES PER DETAIL !n
DO16 ON SHEET 35
3 ALL TUNNELINGS TO BE INSTALLED WITH
TUNNEL LINER PLATE PER DETAILS D203 AND Lb
D204 ON SHEET }6
4. COMR SHALL VERIFY EXISTING
UTILITIESIES PRIOR OR CONSTRUCTION.
5. ALL SANITARY SEWER MAINS SHALL BE P5115
835 F679 PVC OR ERR D3262 SE2 UNLESS OTHERWISE NOTED
6 INSTALL ALL SANITARY SEWER PIPE, FIRINGS,
AND APPURTENANCES AS SHOWN THESE
PLANS AS SPECIFIED IN N 3 05 10
AND IN ACCORDANCE WITHH THETHE PIPE
MANUFACTURER'S RECOMMENDATIONS
830 ] PIPE CAPACITIES SHOWN FOR MANNINGS
rv'=0 013.
8. CONTRACTOR IS PERMITTED TO REMOVE ALL
TREES WITHIN THE EASEMENT TREES OUTSIDE
OF THE EASEMENT SHALL BE ED AN
PROTECTED AND TREE REMOVAL WITHIN THE
825 PRACi CABLE, EASEMENT HALL BE LIMITED AS MUCH AS
9 UTILITY SERVICE SURFACE RESTORATION
SEEDING TO BE COMPLETED PER 32 92 13
WARNING:
THE CONTRACTOR SHALL CONTACT THE FOLLOWING
AT LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS
ego AREA:
FORT WORTH WATER DEPARTMENT (81 ])392-8296
TRANSPORTATION & PUBLIC WORKS (811)392-8100
TARRA T COUNTY (81 ])266—]81]
TEXAS ONE-811 CALL SYSTEM (8
GO)DIG—TE55
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION
815—14CAPARKS.
SM 4
5/8—INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED -LJA SURVEYING' SET AT THE SOUTHWEST
CORNER OF WELL PAD TODO—JARVIS (PAD B)'
N 70154660 E-23087805 ELEV ]81196
eQ /8—
/8—INCH IRON ROD WITH YELLOW HE NOUN
CAP
STAMPED 'UA SURN—IN 'SET ON THE NORTH SIDE
OF WELL PAD )URN —IN FOR WELL PAD '70D0
SOUTH (PAD E
N ]016649.3 E23100200 ELEV ]82.]10
BM#6
SOS IN TOP OF CURB ON THE SOUTH SIDE OF
BET
BENT OAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTE67103 LINEOF1 W67 ROBERTSONELE ROAD
N ]O16]103 E2314126] ELEV 731.202
a DATE
R.xni+seo n�a l
REVISION BV
SANITARY SEWER STUB
PROFILES
STUB I-O
MI-584 Sanitary
Sewer Interceptor
Improvements
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
E�����1�pII���1"�rlE Ya. LA
6D60 Noefi Genbsl Ep�resewsy Ph— 4696210710
SJI1s4DD
Delles, Texes-06 FRN-F-1386
DESIGNPRESTON UA PROJECT ID
DRAWN' LUNA NT3fi0-0011M
DALE fEBRUARY 2.
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