HomeMy WebLinkAboutContract 62973-CO1Docusign Envelope ID: 618375DA-1377-4OD9-A20E-3EDOED955549
CSC No. 62973-CO1
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
PROJECT NAME:
Birchman Office space
CHANGE
CONTRACT:
Water, Sewer & Pavement i
Drovements
ORDER No:
CITY PARTICIPATION:I YES
CFA#
CFA24-0091
CITY PROJECT #
105553
CITY SECRETARY CONTRACT #
62973
FID 9
30114-0200431-105553-EO7685
X #
X-28183
FILE #
K-3264
INSPECTOR:
Gilbert Ybarra
Phone No:
469-661-7843
PROJECT MANAGER:
Khal Jaatari, P.E.
Phone No:
817-392-7872
CONTRACT UNIT
WATER
SEWER
DRAINAGE PAVING
STREET LIGHTS
CONTRACT
Developer
i
Developer Developer
I
Developer
DAYS
Cost
eloper Cost' Clty Cost
Cost City Cost Cost
City Cost
Cost
City cost
ORIGINAL CONTRACT
$694,518.14 $"A".
$60,940.28 S103,898.65
$0.00 $0.00 $83,486.75
$0.00
$0.00
$0.00
70
EXTRAS TO DATE
$0.00 $0.
$0.00 $0.00
$0.00 $0.00 $0.00
$0.00
$0.00
$0.00
CREDITS TO DATE
$0.00 $0.00 `
$0.00 $0.00
$0.00 $0.00 $0.00
I $0.00
$0.00
$0.00
CONTRACT TO DATE
$694,518.14 $93,689,05
$60.940.28 $103,898.55
$0.00 $0.00 583,486.75
$0.00
$0.00
$0.00
70
.MOUNT OF PROP CHANGE ORDER
$ 25,250.00 $22,005.12
$0,00 $0.00
$0.00 $0.00 $0.00
$0.00
$0.00
$0.00
0
REVISED CONTRACT AMOUNT
$719,768.14 $115,694.17
$60,940.28 $103,898.55
$0.00 $0.00 $83.486.75
$0.00
$0.00
$0.00
70
TOTAL REVISED CONTRACT AMOUNT PER
UNIT
$835,462.31
$164 838.83
$0.00 $83,486,75
$0.00
REVISED COST SHARE
Dev. Cost:
$864,195.17
City Cost:
$219,692.72
TOTAL REVISED CONTRACT
$1,083,787.89
Revised 12-17-2018 Page
Docusign Envelope ID: 618375DA-1377-4OD9-A20E-3EDOED955549
You are d rected to make the follomng changes in the Contract documents
UN T I: WATER IMPROVEMENTS
CITY BID ITEM
CFW Unit
Developer
PAY TEM #
#
QUANTITY
UNIT
ITEF,SRIPTICN
Pace
UNIT PR CE
Cost
CCost
$ 6.80
TOTAL
$676.80
8
33 11 12
15
LF
yyfC// er Pipe
$90.00
$45.12
$0.00
13
33 12 20
1
EA
6" pate Value
$2,400.00
$3,000.00
$600.00
$2,400.00
$3,000.00
14
33 12 20
4
EA
8" Gate Valve
$3.100.00
$4 500.00
$5.600.00
$12 400.00
$18.000-00
15
3311 11
0.343
EA
Dud le iron water fitting 5
$19.900.00
$14,859.35
$0.00
$5,066.76
$5.M.76
33 12 25
-1
� s
Connection to Existing 20" V)ater Main
$22,238.90
-$22,238.90
$0 00
422,238.90
21
00 00 00
2
EA
Fire Hydrant Reconnection
$3,100.W
$715.78
$0.00
$11431.56
$1,431.56
22'
33 12 25
1
EA
20" X 8" Tapping Sleeve & Valve
$22,238 90
$22 238.90
SO 00
$22,238.90
23'
33 12 10
10
EA
Water Meter Box
$1 90500
$19 050 00
$0 00
$19,050 OD
TOTAL UNIT F WATER IMPROVEMENTS
$25.250.00
$22.005.12
$47,255A2
Asterisk (`) indicates New Pay Item
Revised, 12-17-2018 Page
Docusign Envelope ID: 618375DA-1377-4OD9-A20E-3EDOED955549
REASONS FOR CHANGE ORDER Change order 1 would allow the existing 6" water i ne :o oe active while the 8" line is being installed The 6" water me will be abandoned after the 8" line is
constructed and fully operational.
RECOMMENDED: APPROV APPROVED:
Westwood Professional Se Fort C s ctior. Muse Capital LLC
�DocuSigned by:
By By' _ By
Name Preston Barllev Name .�fc r 14 - (DOG�y�l- Nar7l�cn enoFF a nnao La needy
Tt a Protect Manager ` Title Goa — " —' `�itle Manaorna Member
APPROVAL RECOMMENDED: APPROVED: APPROVED AS TO FORM AND LEGALITY:
CFW - Water Department CFW - Assistant City Manager CFW - Assistant City Attomey
By: BY: By.
A.,,,c6 soac,n�cn,vc 08/01/202! J 08/06/2025 08/01/202!
MK Name: Arash Saleh Emami P.E. Name: Jesica McEachem Name Richard McCracken
1H
Ttle Senior Professional Enqineer Title ASSL%tant j :i TManagar Title Sr Assitant City Attorney
RECOMMENDED:
CFW - 'Contract Compliance Manager ATTEST
A.w 17aafar' E 07/31/202!
Kha Jaafan P.E. Ju31, 202516 43:25 COT)
Name. Khal Jaafan P E. Jannette S Goodall
City Secretary
Title Project Enameer
M&C Number, 25-0039
M&C Date Approved 1/14/2025
Contract Compliance Manager (Project Manager):
By signing I acknowledge that I am the person responsible
08/07/2024 for the monitoring and administration of this contract, include
ensuring all performance and reporting requirements
['There are NO City Funds associated with this Contract
X— LIThere are C ty Funds associated with this Contract
Revised: 12-17-2018 ?age 3
X-28183
FORT WORTH THE CITY OF FORT WORTH, TEXAS CURRENT CONSTRUCTION STANDARDS FOR DEVELOPMENTS
(SEPTEMBER 6, 2024) SHALL GOVERN ON THIS PROJECT
PLANS FOR THE CONSTRUCTION OF
WATER, SEWER, & PAVING IMPROVEMENTS
TO SERVE
BIRCHMAN OFFICE SPACE IMPROVEMENTS
2.213 ACRES
MATTIE PARKER
MAYOR
JESUS "JAY" CHAPA
CITY MANAGER
MICHAEL OWEN, P.E.
CITY ENGINEER, TRANSPORTATION AND
PUBLIC WORKS DEPARTMENT
CHRISTOPHER P. HARDER, P.E.
DIRECTOR, WATER DEPARTMENT
OF
t�tf of T �
X. RAESTDN 6ARTLEY
t3eae7
Fa5`TONAL fNT'V
11o11o,=11X
IPRC RECORD NO. IPRC24-0101
CITY PROJECT NO. 105553
FID NO. 30114-0200431-105553-EO7685
FILE NO. K-3262
RIDGE Ve��
o Z BYERS g0
n COLLI W00 I —
zEL CAMPO_ z EL AMP �IPRO E7 LC_ ON j
PER HING
i RCH AN P
MALI EY _\
LOCK: Y LOI KE f
_ LOV:LL J z
I JRZCN COme �1CUj ON �I
DONE L`
G'DDE: \ \ w GEI IDES
DIAZ II
H( UGHT)N TARRANT COUNTY
eE, �LEeEr MAPSCO F75-J
VICINITY MAP
(NOT TO SCALE)
COUNCIL DISTRICT
MAPSCO F75-J
WPD: WSS-2023-2818
APRIL 2025
OWNED/DEVELOPED BY:
PREPARED BY:
muse
Westwood :°arwoR"�Iaxl 6a gAD
Tx REG ENGINEERING FIRM F11156135
TX REG SURVEYING FIRM LS-10074301
OWNER
Muse Capital. LLC
3808 Kemp BIVU. BW155
Wichita Falls. TX 76308
CONTACT: PRESTON 6ARTLEY, PE
PHONE: (940) 263-1349
PHONE 817.412.7155
SHEETINDEX
SHEET NO. DESCRIPTION
1 COVER SHEET
2-s GE
4 HO�RLZlOSNyTALOTES
CONTROL
9 \ \ ITARY SEWER IMPROVEMENTS
R PUN
10-11 WATER DETAILS
1R-,3 SANITARY SEWER DETAILS
UNIT II PAVING GRADING 6 TRAFFIC IMPROVEMENTS
14 DEMOUTION-
15 PAVING& GRADING PLAN
&a' Egos oN DIN�oN G DL RN Us
20 ON ETA
TRAFFIC CONTROL DETAILS
Apr 10, 2025
DIRECTOR'S DESIGNEE FOR CONSTRUCTION
DATE:
PLAN APPROVAL
RESOLUTION NO. 01-10-2020
a 6
H>
khat,7aailaViT E.
00
Apr 10, 2025
Khal Leafed P.E. (Ap/10, 202516:56 CDT)
REVIEWED:
DATE: g
PROJECT MANAGER,
X-28183 `3 m
� L ; F- AY� e '
W °� ROP 8" PUBUC ry
T_: PVC WATER MAIN) -I
J _ _ nn �e EX fi' PUBLIC CAST
IRON -
WATER MAIN (X-09326)
r' 'TO
BE ABANDONED IN PLACE
u: C PER SPEC. 02 41 is
Q■
M;
•
■
■
■
■
■
- EX 6' PUBLIC CAST IRON
WATER MAIN (X-09326)
I
I} TA 9+96.23 LINE 'W-6"
CONNECT TO EXISTING
PUBLIC 6" WATER LINE (X-09326) Qi
END REMOVE AND REPLACE r- E% N PUBLIC CAST IRON
6' CI WATER LINE WITH WATER MAIN (X-09326)
8' PVC WATER LINE AFTER THE TO BE ABANDONED IN PLACE
8- LINE IS FULLY OPERATIONAL PER SPEC 02 41 14
INSTALL:
1-6"Xfi" TEE
-6" PLUG
L- N. 695291 ].844
E 2305T23.983
DETAIL A I 1
J IVI�
-8"X6" TEE
>
1-8" VALVE
3
l
1-6" GATE VALVE IF
_XISTNG Is UNOPERABLE
L __J L
00
-�SLF 6' GATE VALUE LEAD
CONNECT TO EXISTING 6"
FH LEAD LINE
N6952912 449
LINE-------------
E 2305728.011
STA 9+9084 LINE W-6
INSTALL'
■
r
1
III
1-B'X6" TEE
1-8' PLUG
�
CkISTING BUII
1-8' CLEANING WYE WITH
POLY PIG
N 6952912 454
E. 2305]23.9]]
EXIST.
BLDG.
STA 10+01 23 LINE "W-fi" \
INSTALL:
1-6" CUT -IN GATE VALVE
N.695291] 850 \\
(MAN AVENUE
STA 1+77 45 LINE "W-C
NSTALL
WATER SERVICE PER D111
30 LF OF 1' COPPER PIPE_/_
RECONNECT TO EXISTING
WATER METER
N 6952911.606
E 230653].360
STA 1+3476 LINE "W-C
INSTALL
1" WATER SERVCE PER D111
30 LF OF 1" COPPER PIPE
RECONNECT TO EXISTING
WATER METER
4:6952911.562
E 2306580.048
EX 20" PUBLIC
CONCRETE WATER N
Iry (x-09326)
CN ECT TO LINE "W-6' \ _
CONNECT TO EXISTING
PUBLIC 2) WATER LINE
CUT , 26)
CUT h PLUG EX O WATER
MAIN AFTER EX CONNECTION TO 20"
ABANDON 6" WATER MAIN IN PLACE
PER SPEC 02 41 14
INSTALL
1-20"%8" TAPPIrvI SLEEVE VALVE
WATER VALVE
1-8"
-8" CLEANING WYE WITH POLY PIG
N 6952.31 343
lu vuc1 PER ERIC 01FIRE IRBIANI a 1 1a E. 2306699 096��
� C //
ExlsT. FIRE STA +05 Z4 LIA "W-6"
sE0 IoFIRE. AN1
INSTALL.
EX 20" PUBLIC
8"X6" T7 LF 6,EE
---"CONCRETE WATER----- -_I _ -.._-
MAIN (X-09326) y
RECONNECTCTO EXIST FH
N:6952926104
E2306699092
1 `.1
1 Y
P•
/
RDNZ.
'aoof
�!P INNp\N
I
---
STA 0+12 ZB LINE 'W-6' 1
INSTALL I
1-8' 45° HORIZ BEND �
STA 0+9741 LINE "W-6"
INSTALL:
WATER SERVICE PER Dill 1
N 6952111 56]
E. 2306699. 087
STA 0+22.85 LINE 'W-6" I
30 LF OF I" COPPER PIPE
RECONNECT TO EXISTING
INSTALL: I
I
WATER METER
N 6952911 523
1-8" 45° HORIZ BEND
N.6952911 445 1
E 2306691 961
E 2306617.403
STA 0+6059 LINE GT-L
Qi I
"W-6" I
1" WATER SERVICE PERTD111
30
I EXISTING
RECONNECT n°ER METER
H E952911.484
E' 21-54 224
STA 0+5500 LINE
I
1-8' WATER VALVE
IN 230B659 811 /
I I
/�-6"
Al STA 4+23.67 LINE
INSTALL
0+00.00 LINE 'W-3"L.
1-8"X6' TEE
1-8" VALVE
5LF 6' PH LEAD LINE\.N-STA 0+0000 LINE "W-4' CONNECT TO EXISTING 6"STA
FHLEAD LINE
STA 6+3321 LINE 'W-6"
STA 6+3821 LINE 'W-6"
INSTALL
N69I OF863R I
INSTALL E:2306291.144
1-B'X6" TEE
�w _
•- STA 0+00 LINE "W-5'
WA
RIGHT-OF -W ICNL-)F X n n'
INSTALL
1 ,STA +46.22 LINE ..W_3. 1-1" IRRIGATION SERVICE PER Di 11 IL•
■ N 69 INSTALL E,23
DOMEST�2869.61
C 608153
------------------------
.. WATER METER PER D112
IT
O+Ofi 04 LINE 'W-5'� N6952865 8fifi C
E 2306076 521 INSTALL
1-1" IRRIGATION
r - WATER METER PER D111 ---- - -
STA o+46 22 LINE 'W-3" I Ya REF PRIVATE PACKAGE
END 2' PUBLIC WATER FOR CONTNUATION
SERVCE REF PRIVATE vxOVOSERv (w J) N fi952869 613
PACKAGE FOR CONTNUATI ON SACHFLOw PIEyEx ( TM08] 565
N.6952865.865 (x0T w Fws cONFR T ATE eACHF
06
E 2306076 520 PROPOSED PRIVATE CVDBED 'PRIVABE
NEVU'
r BT'IN sENMCE w-s) Low EECONT ACT) )
(rvOT IN THIS CoxTRaCT) (NOT IN T)
(.ITsx TMISMBE CT, (No N°NISSI °L
STA OFF-22 LINE "W-4"
END 6" PUBLIC FIRE LINE REF.
PRIVATE PACKAGE FOR
PROPOSED CONTINUATION
1 BUILDING N. 6956 15, 25
E 230081.520 /
�T REVISIONS
REFER SHEET 2 & 3
FOR GENERAL NOTES u0 Q DESCRIPRON DATE
I e CHANCE ORDER 1 O6/2]/2C2`.
2 Q
3 Q
DETAIL A HORIZONTAL SCALE IN FEET
8" PLUG AFTER I>_- - F� ¢c"
ABANDONMENT MI p1u ox ELECT
8"XB' TEE EX. 6®-. PP wj IDHTEowlo — UBI
—
B"W X P w/ vLr AxcnaR E
-EX AS IR nMTRA�(LEH� FEET)IA'EuNE
6RN 6"W sop IF_ .'ONE
MaNHOIT LINE
ONE
6'CUT-IN m-'ITR - - WER ONE
GATE I S:2-R no
VALVE B.W 6V4 PBOP Foc LOcanaN
8" PLUG 8"GATE xp IRE RATT-IRNT Ow � �TRPNaP waTEN vaLW
VALVE
8'W 8"W- BE IULL IMEL NEPLACEMExTETUL
a
8'X6" TEE 8'XB" TEE
AIR-
1PtE OF ] J
1 E. i
1 ALL WATER LINE PVC PIPE SHOULD BE +'
IN ACCORDANCE WITH AWWA C900,
DR-14 SPECIFICATIONS-33 11 12 PART H. PRESTOX BARTLEY
2 B 3818]
2 RADIUS O CURVATURE/JOINT 90 9Y h11BE0 W
DEFLECTION - MINIMUM RADIUS OF 6bNAl ENci
CURVE OF MAXIMUM DEFLECTION
ANGLE OF PIPE JOINTS WILL BE
RESTRICTED TO 5 OF E SEAL A
MANUFACTURES RECOMMENDATION
ARFLC' o) F. NON
AFTER WHICH THE USE OF HORIZONTALFROUT
OR VERTCAL BENDS WILL BE REQUIRED. UNDER THE 11XAI
NO BENDING OF PIPE Is ALLOWEDACT
DCM-5 EJ ENGTX REG PENGINEERING FIRM F-11756
3 ALL VERTICAL AND HORIZONTAL T% REG SURVEYING FIRM LE-10074301
FITTINGS AND VALVES SHALL BE
DESIGNED W1TV RESTRAINED JOINTS IN
ADDITION TO CONCRETE THRUST Westwood F BRYANT RWXROA
BLOCKING ANCHOR TEE OR ANCHOR rr�` RT WORTH ITX I.N. 0
COUPLING SHOULD BE USED TO T.613.)155
SECURE ALL BRANCH VALVES TO
FITTINGS. DCM 5.6 3 CONSTRUCTION NOTES
CONTRACTOR SHALL RECONNECT ALL CONTRACTOR SHALL PROTECT ALL Exlsnxc TREES, FENCES,
4 WATER L WATER SERVICES TO NEW 8" NOTE, REFINING WALLS AND STRICTURES UNLESS OTHERWISE NOTED
WATER LINE EXCEPT FOR THOSE ON
■ 1HE PROPOSED DEVELOPMENT SITE THE EXCAVATING E SHALL CONTACTTHE FOLLOWING AT LEAST 48 HWftS PRIOR TO
■ 41 THE TWO EXISTING SERVICES AND ExCAVATNG AT
EACH
LOCAnON:
■ WATER METERS ON LOTS 2 & ]Rt
■ SHALL BEN REMOVED AND FORT 1 R' *A'1R Oti
■ ABANDONED IN PLACE. FORT WO PT -FIELD 10ERAnoNs (fit T) 392-8296
■ ATAO ARE ENERGY IT)
(Bi)) 8]15-3100
■ LECTRIIC (et]) 215-6214
T(mm ■ T. TNLRPH 1E800-233-2t33
■ 59 E E ONE (61]) 338-6619
■(• ALL OM
ROMM.I nE1T) 50090-6p T2 xT. 3363
■W uG E Acu s- -c-s
�Lu HORIZONTAL,$ VERTICAL CONTROL
■ W RIB 1
RAIN. '.C"A III IN FBI SIR— ON ME NBRTI III IF 1AMP F-E
- �= OF FIRE BALK IFERNUUN CURB OF THE NINMI OF SIDE OF DAMP BDw, BDI ENARD�e
—10 I.- aEV-7
oa„6
■W RMF 2 1/q INCH IR
■M COORDINATE!! INSINwALxUTTREE E. Ax0.61 LIFE EAST DF A,N ME TNISIUNH DIAMETER w
■ ONTACT
W DIG-TE55 1-800-OIG-lE55 _
h �'�■� ATMOS ENERGY 1-800-332-B66] EAST O 5558PI eeT
3 ■ ONCOR ELECTRIC 972-888-1359 0
�J AT&T 1-81]-589-1056 CITY PROJECT N0. 105553 K-326a
■= CHARTER SPECTRUM 1-81]-205-81 ]] IPRC IPRC24-0101 AXPSC0 NO F]5-J F4
11 , mV TX U 1-800-711-9112 flD 30114-0200431-105553-E0Z685 TAD MAP NO 2024-388
W TEXAS ONE CALL 811 W/55 STUDY (WSL-2023-2618
o :a 48 HOURS PRIOR TO CONSTRUCTION []]
CITY OF FORT WORTH
01)
BIRCHMAN
■ 5401 BIRCHMAN AVENUE w
OFFICE SPACE IMPROVEMENTS
WATER PLAN
x
DRAWN DESIGNED
ESW 10040100.01 I DATE UNE 2C24 I 6 HOFT20