HomeMy WebLinkAboutContract 59765-CO3IPROJECT NAME:
(CONTRACT:
I CFA #
I CITY PROJECT #
I CITY SECRETARY CONTRACT #
IFID#
IX#
IFILE #
INSPECTOR:
PROJECT MANAGER:
(ORIGINAL CONTRACT
EXTRAS TO DATE
(CREDITS TO DATE
CONTRACT TO DATE
(AMOUNT OF PROP. CHANGE ORDER
REVISED CONTRACT AMOUNT
TOTAL REVISED CONTRACT AMOUNT PER
UNIT
REVISED COST SHARE
TOTAL REVISED CONTRACT
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
Transportation & Public Works Water Improvements For Infrastrucutre At Primrose Station CHANGE
WATER ORDER No:
CFA23-0046 I CITY PARTICIPATION] YES
104666
59765
3
30114-0200431-104666-EO7685
X-27673
N/A
Ignacio Andrade Phone No: (817) 223-2261
George Marquez Phone No: (817) 392-6826
WATER
Developer
Cost
$2,047,307.81
$81,642.00
$0.00
$2,128,949.81
$ 31,400.00
$2,160,349.81
City Cost
$2,691,941.19
$0.00
$0.00
$2,691,941.19
$0.00
$2,691,941.19
$4,852,291.00
Dev. Cost:
SEWER
Developer Cost
City Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$2,160,349.81
CONTRACT UNIT
DRAINAGE
Developer
Cost
City Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
City Cost:
$4,852,291.00
PAVING
Developer
Cost
City Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
CSC No. 59765-CO3
STREET LIGHTS
Developer
Cost
City Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$2,691,941.19
$0.00
CONTRACT
DAYS
240
240
0
240
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 QUANTITY
1 1 �3312.2201 4.00
Asterisk (*) indicates New Pay Item
UNIT I: WATER IMPROVEMENTS
CFW Unit Developer
UNIT ITEM DESCRIPTION Price UNIT PRICE Cost City Cost TOTAL
EA 2"Water Service 1 $0.00 $7850.00 $ 7,850.00 $ $ 31,400.00
TOTAL UNIT I: WATER IMPROVEMENTS $ 7.850.00 $ - $ 31,400.00
Revised: 12-17-2018 Page 2
REASONS FOR CHANGE ORDER Irrigation meters were changed from the private scope of work to the public scope of work.
RECOMMENDED:
APPROVED:
APPROVED:
Kimley-Horn and Associates, Inc.
Jefferson Primrose Land Holdings, LLC
Gra-Tex Utilitiesp
By: dO KE
Date: Apr 7, 2025 Byr i Date:
Apr 7, 2025 By: i r
,�.:�,, o ,
Name: Chris Iqo
Name: Blake Taylor
Name: John Crowley
Title: Project Enqineer
Title: Authorized Siqnatory
Title: Authorized Siqnatory
APPROVAL RECOMMENDED:
APPROVED:
APPROVED AS TO FORM AND LEGALITY:
CFW - Water Department
CFW - Assistant City Manager
CFW - Assistant City Attorney
M H By: s°� � �"�
Date: Apr 10, 2025 By: (-TOICKQ� Date:
Apr 19, 2025 By:
,,li
Name: Suby Varuqhese
Name: Jesica McEachern
Name: Richard McCracken
Title: Enqineerinq Manaqer
Title:
Title:
RECOMMENDED: �8?R>°k?a°°
$tea
CFW - *Contract Compliance Manager ATTEST Q*$ =a
B Date: Apr 8, 2025
v: /° C By: A Date: Apr 21, 2025
Name: Georqe Marquez
Name: Jannette S. Goodall
Title: CFW - Project Manaqer
Title: City Secretary
M&C Number: 24-0123
M&C Date Approved: 211312024
Date: Apr 8, 2025
Date: Apr 15, 2025
* Contract Compliance Manager (Project Manager):
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract,
and 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 3
NOTES
INSTALL: �Tl
\1T \ \ \ (1) - 24" GATE VALVE FUTURE PRIMROSE DEVELOPMENT 1. MAXIMUM JOINT DEFLECTION -1.5, BUT NO MORE THAN PIPE
W/ VAULT ` (n Z MATERIAL MANUFACTURER RECOMMENDATONS. CONTRACTOR
RE: D12382 a, 1 $HALL ACHIEVE SPECIFIED DEFLECTION OVER NECESSARY
FEMA 100-YR FLOODPLAIN\ \ ! \ I N:691]983.84 STA: 23+84.35
\ I E: 2302559.70 PC NUMBER OF JOINTS OF PIPE.
' N 6913991.15 2. LOCATION OF EXISTING UTILITIES SHALL BE PER SECTION 33 OS
asee AcBss \ r E: 2302558.99 m 30. CONTRACTOR SHALL CONFIRM PIPE TYPE. ELEVATION, ETC.
inRRaH pN41 wA1[It olsmin \ _ STA: 23+45 PRIOR TO CONSTRUCTION.
SIP: 18i 57- uoco.vrz.cw \ END 24" WATER CARRIER 3. A SOIL CORROSIVITY AND CATHODIC PROTECTION STUDY HAS
BEGIN 24" WATER CARRIER \ * \ PIPE (0.625" MIN) -� MAP R 202h344 NOT BEEN PERFORMED FOR THIS PIPELINE. CONTRACTOR SHALL
PIPE (0.625" MIN) EXISTING 20' TRWD PIPELINE EASEMENT IN 42" STEEL CASING BY OPEN CUT E MAP 1 202h348 BE REWIRED TO PROVIDE A STUDY AND DESIGN IN
Dl ACCORDANCE WITH SECTION 33 04 12 AND CITY STANDARD
IN 42" STEEL CASING BY OPEN CUT \ \ RE: INSTAL
- _ -- --- DETAILS. AT A MINIMUM. CONTRACTOR SHALL INSTALL TEST
PAVING AND DRAINAGE \ \ INSTALL: A_ STATIONS AT ALL CASED SECTIONS AND FOREIGN PIPD_NE
RE: D108/14 _ o ao eo
INSTALL BY OTTERS. \ \ (1) -ANODE TEST STATION
SEE NOTE 5. - __ - ~p �-�
(1) -CASING LEST STATGN \ \ _ N:8913980.41 ORAvxlc scusaa CROSSINGS.
N:6913537.25 \ _ _ _ _ E:23025JB.94.-- �+ 4. CONTACT RTRWDUCT (HAREM COX 81 J-3 RUNE 1) TWO WEEKS PRIOR
E. 2302596.42 PROPOSED ROW \ \ STA: 22+5 IN TO PAVING
TO E CO NEAR TRAS WATERLINE.
_ TrPROPOSED 24-INCH _ _ BEGIN 24" WATER IQ PROPOSED WATERLINE A STRUCTURE TABLE I S PAVING TO BE RC22-ETED A$ PART OF qtt PROJECT N0.
WATER LINE A \ \ CARRIER PIPE (0.625" MIN) IH- 104256 AND IPRC22-0133.
C 6. MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTION ANGLE
0 1 IN 42" STEEL CASING GO H NORTHING W PIPE JOINTS WILL BE RESTRICTED TO 50% OF THE
' \ \ BY OPEN CUT 2 W W INAME STATION OFFSET EASING DESCRIPTION I MANUFACTURER'S RECOMMENDATION, AFTER WHICH USE OF
.A. BREWER BOULEVARD \ \ RE: D106/14 ? = H0RIlNNTAL OR VERTCAL BEND$ WILL BE IMOLIRED. NO
\ N:891]898.98 -6 1 to N: 8913985.18 INSTALL: BENDING W THE PIPE IS ALLOWED.
F / f \ E)302851.40 - = A 2J+89.18 -71.4
!n 1 I `ITw (ttV ROW) -_ \ _ T I() W E: 2]02489.90 (1) - 6" DOMESTIC METER VAULT I J. AL VERTICAL AND HORIZONTAL RTTNGS AND VALVES SHALL BE
W DESIGNED WITH RESTRAINED JOINTS IN ADDITON TO CONCRETE
W W- -P A y INSTALL: THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS
zi Z =1- - - - - - - - - - - - 4 _ N: 6913953.59 (1) - 8. 90' HORIZ BEND SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FTTNGS
Uy 1 ' _ - - - -- - - - - - - \ ` \ / / -__ _ B 23+69.16 -53.5 E: 2302511.95 `1' BL02Ix8G REDUCER (S)
W (1) - W GATE VALVE
W g
¢w - - - - - - - - - -- --- _ \ - - _ T� wsTA" WARNING
N: 6913985.19 THE LOCATON AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON
- - - - - -- ---- C 23+69.18 -49.8 (1) - 12"x6" TEE
f _ _ E: 2302511.95 THE PLANS ARE APPROXIMATE IS
AND WERE OBTAINED FROM UTILITY
C� t� - - ���� - COMPANY RECORDS. IT DEPTH TIHE CONTRACTOR'S SOLE 11110-111
UTILIZES
.42 PRIOR TO OOHSTRUCTION
BREWR
STAINSTALL: FUTURE PRWOSEDLROW- - '------ ` \ --�'_--� ---�_ -t+0o L \- - _ - _ _ / D 23+BB.B2 -4J.0 E: 23029518995 p�R I CONIACTITO Y UN ERGROUNDGOFFCNES AN ETH AREA HOURS N1111 IF TING UTILITIES
_ 8 ♦ \ 2x+a9 / INSTALL
_ - CONBIRUCTION
}!: 691398D.89 RS PRIOR TO
(1) - 24" GATE VALVE STA: 19+5 �pROPOSEO 30.0' STA: 22+3 E 23+69.18 -J2.B E: 2302489.31 1 - 0 IRR METER - y >� EXCAVATION AT THIS LOCATION
W/ VAULT STA: 18+46 END 24• WATER CARRIER WATER MAIN END 24" WATER FEMA 1W-M FLOODPLAIN .IJ DIG1E55 DIGTESS ((SOD) 344-8377
RE: D121/23 INSTALL: CARRIER PIPE (0.625" MIN) `� `� �`� `� �� �J v v `� - GARY TILIX2Y AT&T SBC (81 J) 338-6202
PIPE (0.625" MIN) EASEMENT -STA: 23+69.16 /
• 1 - 45' HGRIZ. BEND IN 42" STEEL CASING N: 6913583.47 () ANTONY COCNA51 ONCOR ELECTRIC (817) 215-6781
E:2302588.68 W/ BLOCKING IN 42' STEEL CASING BY WEN WT STA: 19+65 BY OTHER THAN OPEN CUT INSTALL: JACOB UNDSAY AIDS GAS ((806) 771-0274
II tl1 - 45.1' RT RE: D106/14 BEGIN 24" WATER CARRIER RE: D106/14 (1) - 45' HORIZ. BEND MATT DAMS CITY W FORT WORTH (817) 944-8277
N:8913603.13 PIPE (0.625" MIN) N:6913881.46 W/ BLOCKING PATRICK BUCKLEY CITY OF FORT WORTH (817) 716-2297
(1) - UTILITY MARKER POLE E: 2313150308
N:6913529.47 B 0" STEEL CASING \ E:230265J.14 tlT = 43.6' ftT WILLIAM BROWN CHARTER COMMUNICATIONS (817) 298-3513
STA: 19+55.2
�� IL E: 2302588.65 INSTALL: IN OTHER THAN WEN CUT STA: 22+43 (1) - UTILITY MARKER POLE (1 )
INSTALL: N:8913978.OJ qTv OF FORT WORTH waTER DEPARTMENT 8 7 392-8296
FUTURE PRIMROSE DEVELOPMENT (1) - 45' HORIi. BEND INSTALL:
(1) -CASING TEST STATION E:2302560.51
j AV
U3nVEe W/ BLOCKING N:6913616.59 (1) - 45' HORIZ. BEND /^\ BENCHMARKS
I - tlH = 46.5' LT E:2J02665.48 W/ BLOCKING\
1 1 (i) - UTILITY MARKER POLE M = 47.9' LT
N: 6913606.85 (1) - UTILITY MARKING POLE / - 1 KOS - CITY OF FORT WORTH MONUMENT #87169 - 3• DISK
E:2302865.J9 N:8913894.45 1 ON COLUMBUS TRAIL 05 OF A MILE WEST OF OLD GRANBURY
�\ oExo oxisuAESLio ID OF l OFATHE NORTH CHEADWALL NBELOW H THE OCONCRETE EGEAST END
UARD RAIL
\ PROPOSED 24-INCH WATER LINE A (RESTRAIN ALL JOINTS) AND 1. ABM THE ROAD.
ELEV 74117
X _ 2 B52 - SQUARE CUT WITH "X" CUT ON TOP OF A CONCRETE
LILL CURB AT THE CENTER RADIUS OF A CURB RETURN. LOCATED
@A AT THE SOUTHWEST CORNER OF SOUTH BOUDN CHISHOLM
W D� : I' /93 CCU') E 1 I TRAIL PARKWAY AND SYCAMORE SCHOOL ROAD
EL
750 ,- -A 1( a 750 Ev 762.58
413
APP fpI E
11IDiYE('fi ' A 7 ISE �45q"
'"7_r 'i I z _ice.....:.
NI IlES ON SHEET 2��
740� -- "- -- S' RE SURI ACE TLOI-�740
PREV. COMMENTS 6V ' DATE
I
I � II II II I I
ADDED 2" IRRIGATION METER KHA 11 /5/24
735 / o0s 73 / /I ) JI �- s
CITY OF FORT WORTH TEXAS
� •-• //////III IY / - �� WATER DEPARTMENT
W - INFRASTRUCTURE PRIMROSE STATION
730 q � CITY OF FORT WORTH
TIN D L� '(/
ox I =r6 73D TARRANT COUNTY, TEXAS
g PROPOSED 24-INCH
725-� Ins WATER LINE A
Fu<R-0
a„ w: STA 16+00 TO STA 24+00
� ��� �-dKimleY»>Horn
nDlVp W 1720 +Lo. FBI
B..00 o T B+OD 20+0 ?1 0 22.0o F o "z - II 24,00 am a.n 0. Mn n e ,X Ism m-armW
DAIS SCALE w PROJECT NO. SHEET
DESIGN: WI
DRAWN: IIN Nov CITY PROJECT y104888 1 5R1
CHECKED: JCK 2024 WATER PROJECT JXX%
- �✓ I " STA: 4+41.95 NOTES
INSTALL
(1) - 12'x8' TEE 1. MAXIMUM JOINT DEFLECTION -1.5', BUT NO MORE THAN PIPE
NNRE PPoMROSE DEVELOPMENT I I (1) - B" GALE VAL\£ MATERIAL MANUFACTURER RECOMMENDATIONS. CONTRACTOR
fiN\ t✓ 1 52 LE
OF 8" WATERLINE (AZ SHALL ACHIEVE SPECIFIED DEFLECTON OVER NECESSARY
//NSTALL:1514 �11 1 I N:6B13035.46 NUMBER OF JOINTS OF PIPE.
1 I "O E:23025T.06 2. LOCATION OF EXISTING UTILITIES SHALL BE PER SECTION 33 05
Q- J�� (1) - 1.5" WATER SMMCE 1 1 1 " 30. CONTRACTOR SHALL CONFIRM PIPE TYPE, ELEVATION, ETC
Y STA''0+1214 - '/ TA: 4+47.15
INSTAL
RE: 01 45 AND D114/23 11 1 I m PRIOR TO CONSTRUCTION.
>� OFFSET 45.0' (L) 1 °iCT nxo 1 1 1 (1)TAL' 5" WATER SERMCE 3. A SOIL CORROSIMTY AND CATHODIC PROTECTION STUDY HAS
90' HOPo2. BEND / N:6912510.6G 1 �/� wA -A'
I MAP p 2024-344 NOT BEEN PERFORMED FOR THIS PIPELINE. CONTRACTOR SHALL
W/ BLOCKING TNw R RE: D112/23 AND DI1{ 23
M = 90.5' RE, \E: 2300+25.16 I Itt 1 1 / MAP k 2024-348 BE ORDA ED WITH
PR SECTION
A STUDY AND DESIGN IN
S
// wc,T-ar wnv
/ eNT FErxoxoLwAT[x olsT
TA: 0+25.14 _ --OFFSET 4S0' (L) ACCORDANCE M1M SECTION 33 04 12 AND CITY STANDARD
` - / ox xo oz,emvv
N: 89125 1.67 �\ INSTALL 1 ovxTCT 1 1 ` N:691304TOB
/' - DETAILS. AT A MINIMUM, CONTRACTOR A SHALL INSTALL TEST
E:2302551.19/, / ® 1 E:2302577.08. _ o as eo' STATIONS AT ALL CASED SECTgJS AND FOREIGN PIPELINE
1 (1) - 12"GA TEE
/ CURVE 1 STA: 4+50.05
_(1) - O CATS VALVE STA: 4 28.44 9 sceLenn CROSSINGS.
45 LF OF 8' WATERUNE R - 11'la'18' // PROPOSED 12-NIGH INSTALL: 1 INSTALL: 4. CONTACT 1RWD N NEAR
COX) WATERLINE.
)TWO WEEKS PRIOR
N: 6912620,35 R - 988.4' / WATER LINE C 1 - 2' IRR METER 1 (1) - 90' HORIZ. BEND NO AND DRAINAGE TO CON TO BE CN NEAR TRW) WATERLINE.
1 E: 2302554.09 -L - 193.9' _ -� _ N:fi913021.96� 1 W/ BLOCKING BY OTHERS 5. PAMNC TO BE COMPLETED AS PART OF CITY PROJECT N0.
TA: 0+43.10 STA. 2+3fi.9fi E: 2302535.8fi fiH - 90.1' RE SEE NOTE 5 104256 AND IPR022-01-
PC PT PROPOSED ROW, - - 1 - N:691306}.56 6. MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTIXJ ANC1E
N:6912637.85 --N:6912B30.44 - - - - E:_2302577.O. - _ - - _ - OF PIPE JOINTS 'MLL BE RESTRICTED TO 5016 OF THE
E:2302558.08 E23025]].0 /' ^ \T I HORIZONTALMANUFACTUROR VERTCALI SENDSOWILL BE REQURED.AMR WHICH SNO F
-� BENDING OF THE PIPE IS ALLOWED.
$ _ _ BREWER BOULEVARD _ ® 7. ALL VERTCAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE
/nwW wWi 3* 7` 4+� T DESIGNED WITH RESTRAINED JOINTS IN ADDITON TO CONCRETE
THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS
1� SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS.
/ STA: O+
BEGIN 12' WATER ONE / / / I WARNING
CONNECT TO PROPOSED / I THE LOCATION AND DIMENSIONS OF ExISTwG UTILITIES SHOWN ON
24' WATER UNE` / -- THE PLANS ARE APPROXIMATE AND WERE OBTAINED FROM UTILITY
INSTALL: �_ _� / COMPANY RECORDS IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
(1) - 12" GALE VALVE / ` �� - - - - - - - - - - - TO VERIFY LOCATION, DEPTH AND DIMENSION OF EXISTING UTUTES
N:691260 .93 �} / / - - PRIOR TO CONSTRUCTION
E: 2302583.01 X PROPOSED ROWI-STA: 4+61.]3
/ FUTURE BREWER BLVD pROPOSEO 24' WATER UNE A PROPOSED 12' WATER UNE 0 l - I ENO 12' WATER UNE WARNINGI UNDERGROUND UTLITEE IN THE AREA OF CONSTRUCTION
/ CONNECT TO PROPOSED
SEE SHEET 14 SEE SHEET 21 _ CONTACT THE FOLLOWING OFFICES AT LEAST 4B HOURS PRIOR TO
/ 24' WATER UN EXCAVATION AT THIS LOCATION
INSTALL GATE VALVE DIGTE. DIGTESS ((800)) 344-8377
/ N: 6913043.56 GARY TILORY AT&T/SEC (817) 338-6202
E2302588.]4 ANTONY JACOB LINDSAYSI ONCOR AFROS GASCTRIC 4806) 7 )-027a
15-6751
/ MATT DAMS CITY OF FORT WORM 817 9418277
PATRICK BUCKLECITY OF FORT WORTH (817) 716-2997
\ WLLIAM BROWN CHARTER COMMUNICATIONS (817) 298-3513
CITY OF FORT WORM WATER DEPARTMENT (817) 392-8296
BENCHMARKS
/� 1 I50 - CITY OF FORT WORM MONUMENT //87169 - 3' DISK
/ 7RWD LPL PIPELINE / ON COAT THE TRAIL OS OF A MILE WEST N TOLDHE EAST END
/ EASEMENT / ROAD AT THE CULVERT UNDER ME ROAD ON THE EAST END
SEE NOTE d �/ \\ OF NORTH HEADWABELOW E CONCRETE GUARD RAIL
1' LL M
AND 1' ABOVE ME ROAD
PROPOSED 12-INCH WATER LINE C
ELEV 74407
2 #52 - SQUARE CUT WM "X' CUT ON TOP OF A CONCRETE
CLSMIBAfT(FlLL CLSM.3.BA�ICFlLL CURB AT THE CENTER RADIUS OF A CURB RETURN LOCATED
_ l jP - r AT THE SOUTHWEST CORNER OF SOUTH BOUDN CHISHOLM
TRAIL PARKWAY AND SYCAMORE SCHOOL ROAD
`f P'II MEM, ILLI / I I I I I I G9EMfLE1BA IILL�j j
750
745 F' 7� I\IIIII
- - --
L PR P E N A
1X15i1N (RO
I I I I I �'�-
i-Y J" 41 1 1 1 f '� r --I =� i I
740 # i riaria # 7� REV. COMMENTS 1�TE
I I
I I
RO 0 �0 21 4 . 1 -b,( /i I I ADDED 2' IRRIGATp! METER KHA 11 1/ 24
n T - w I I I'ROPOI IQ-II.C( WATER E I I1_ �Q'r NN CITY OF FORT WORTH, TEXAS
I L`I --�$ # # �- - WATER DEPARTMENT
735 735
0 x I INFRASTRUCTURE PRIMROSE STATION
D -D
CITY OF FORT WORTH
TARRANT COUNTY, TEAS
730 730 PROPOSED 12-INCH
ns� --- ----- -_ - 7z5 WATER LINE C
s BEGIN TO END
- a�� KimleY»)Horn
em a.xT 64 w n aA. MLo,��x w�w.n 1x mm ev
-�1 �Ta'Illn + II' EII ,I'IIII a (DAE SCALE PROJECT NO SHEET
72o =-n� �_'�� 6,3 fir. ==ar. G='3 fir. NI=:,� G �=:=Is,f 720 '^ 3 II• C 1 DESIGN: CPI qry PROJECT /104666
D+OF. 1+ +00 3+y 4+1 A+�o DRAWN: JIN Nov 20R1
CHECKED: JCK 2024 WATER PRCUECT PIXX
NOTES
/ �fi�\ \ \�-+• I I 1. MAXIMUM JOINT DEFLECTION -1.5', BUT NO MORE THAN PIPE
MATERIAL MANUFACTURER RECOMMENDATIONS. CONTRACTOR
\\ \O^ FUTURE PRIMROSE DEVELOPMENT \ 1 1 I I (AZ SHALL ACHIEVE SPECIFIED DEFLECTON OVER NECESSARY
✓ \ \\� / J ��. s \IA //� wAr Arvo 111 11111 1 '�� I 30. CONTRACTOR
OF JOINTS AL PIPE.
2. LOCATON OF EXISTING UTILITIES SHALL BE PER SECTION 33 05
m 30. CONTRACTOR SHALL CONFIRM PIPE TYPE, ELEVATION, ETC
RTaT
i ruLeoaaea ACHss
HToFe�EMErvr PRIOR TO CONSTRUCTION.
wcrvT. WAYWAT
` me ova.ac.aaae i 1 �� / ` // 1 ITT 1xxB•OTEE MM R 2024-5 3. A SqL CORROSIYITY AND CATHODIC PROTECTION STUDY HAS
/ 1 1III - NS " o 48 NOT BEEN PERFORMED FOR THIS PIPELINE. CONTRACTOR SHALL
/ 1 - e GATE VALVE c scAlen� BE REgIIRED TO PROVIDE A STUDY AND DESIGN IN
PAVING AND DRAINAGE /// c 11 ACCORDANCE YAM SECTION 33 04 12 AND CITY STANDARD
BY OTHERS rwwvn �ciouAlwnrsx isrwcr DETAILS. AT A MINIMUM. CONTRACTOR SHALL INSTALL TEST
SEE NOTE 5 // .t�l °tl STATIONS AT ALL CASED SECTONS AND FORBGN PIPELINE
- PROPOSED 12' WATER LINE C I () - CROSSINGS.
\PROPOSED 24" WATER UNE A SEE SHEET 20 () 4. CONTACT TRWD (HAILEY COX 81]-335-2491) TWO WEEKS PRIOR
SEE SHEET 14 / - - t - N:23,02 07.66 TO CONSTRUCTION NEAR TRWD AS WATERLINE.
- - PROPOSED ROW, - - 1 LLL___LLL111E:230260].66 PROPOSED WATERLINE D STRUCTURE TABLE 5. PAVING TO BE COMPLETED A9 PART OF CITY PROJECT N0.
\ - - - - MINIMU AND IUS OF CURVE
STA 0+00 NORTHING 6. MINIMUM RADIUS OF CURVE AND MAXIMUM DEFLECTCIN ANC4E
BEGIN 12" WATER UNE - - - - - NAME STATION OFFSET EASTING DESCRIPTION OF PIPE JOINTS WILL BE RESTRICTED TO 50% OF THE
CONNECT TO PROPOSED $ - / BRFF BOULEVARD MANUFACTURER'S RECOMMENDATON, AFTER WHICH USE OF
$ 24' WATER UNE1 HE 6912597.JJ INSTALL: HORIZONTAL OR VERTICAL BENDS WILL BE REQUIRED. NO
INSTALLLI T -.r• I I I 0+21.21 4.9 ALL DING OF TCAL AN%HO PE IS ALLOWED.
i E 2302585.08 (1 VALVE - 8' GATE VALVE
12' GATE VALVE �- _ P- I 7 DESIGNED WITH RESTRAINED JOINTS IN ADDITON TO CONCRIZONTAL FITTINGS AND VALVES ETE
EBE
/ N:6912600.10 twp9 T _ - - I N 8912591.2J INSTALL:
E:2302561.89 / - i�,� /C_ - t= _ _ _ _ = I J 0+21'49 73'S E: 23026128J 1 - 8"x4' REDUCER THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS
() SHOULD SE BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS.
STA 0+18.1 STA: 5+55.63
INSTALL:. _ / BEGIN 12" WATER LINE K 0+21.54 39.0 N: 6912590.01 INSTALL:
(1) - 90' HORIZ BEND I CONNECT TO PROPOSED I E: 2302818.28 (1) - 3" WATER NEIEIt VAULT WARNING
W/ BLOCKING _ - /- - - - - - - - - - 24" WATER UNE - INSTALL: _ THE LOCATION AND DIMENSIONS OF ExISTwG UTILITIES SHOWN ON
tl1=90.9'LT/ K ��-� ---------- - INSTALL: -
N:6912595.9J7 / _ - - _-_- _ - L STA: 2+5A92- - - - - - - M (1) - 12" DATE VALVE _ N: 8913106.23 (1) - 8"xb TEE THE PLANS ARE APPROXIMATE AND WERE OBTAINED FROM UTILITY
PT _ _ _ _ _ _ _ N:6915112.23 _ _ L 5+30.J0 41.0 E: 2302648.68 (1) - FH ASSEMBLY COMPANY RECORDS IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
STA:5]1.16 / FUTURE BREWER BLVD N: 6912830.48 12-INCH p I E: 2302588.73 (1) - 8" GATE VALVE TO VERIFY LOCATION, DEPTH AND DIMENSION OF EXISTING UTUTES
STA: 0STAU1 / E�2302607.66 PRIOR TO CONSTRUCTION
INSTALL CURVE 1 - _WATER lNE D L STA 5+36.J0
13'x6' lEE STA: 0+31.18-INBTALL _ I N: 6913112.23 INSTALL
N: 691259&89 INSTALL: A � 14D1'16' PROPOSED ROW r_z-(1) - 12"x12" TEE M 54J6.70 6.8 E: 002614.21 (1) - 8- GATE VALVE WARNINGI UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION
E:: 2580.28 (1) - 12"x8" TEE R = 955.2� F-� (1) - 12"x6" REDUCER (E) CONTACT THE FOLLOWING OFFICES AT LEAST 4B HOURS PRIORTO
8' GATE VALVE L = 233.76' / / oT N:6913112.23 I N: 891311223 INSTALL: EXCAVATION AT THIS LOCATION
\�L,I N 5+36.70 328
N:23 2M .58 / E:2302607.65 E: 23026/0.14 (1) - e"x4' REDUCER GARY S DIGIESS (800) 338-6202
/• E:2302582.58 / GARV TILORYYCOG AT&T/SBC 81J 338-6202
N: 69131IZ23 INSTALL: ANTONY COGNASI ONCOR ELECTRIC ((81J) 215-6781
FUTURE PRIMROSE DEVELOPMEFT 0 5+38.]0 3&3 5.99 (1 3' WATER METER VAULT JACOB LINDSAV ATMOS GAS (806) 777 0274
-- �� �, MATT DAMS CITY OF FORT WORM I(817)) 9418277
N: 19130 INSPATRICK BUCKLEY CITY OF FORT WORM (81J) 716-2997
P 5+2276 34.6 088.3TALL E: 002842.21 1 - 2' IRR METER WILLIAM BROWN CHARTER COMMUNICATIONS (81J) 298-3513
\ CITY OF FORT WORM WATER DEPARTMENT (817) 392-8296
Q 4+50.55 34.3 N: 6813026.09 INSTALL
E: 2302641.98 1 - 2' IRR METER /I BENCHMARKS
/ TRWD IPL PIPELINE
/ EASEMENT 1 A50 - CITY OF FORT WORM MONUMENT //BJ169 - 3" DISK
SEE NOTE 4 / ^ I, ON COLUMBUS TRAIL 05 OF A MILE WEST OF OLD GRANBURY
\\ / \�\�, �,✓ \ - V / ROAD AT ME CULVERT UNDER ME ROAD ON THE EAST END
OG ME NORTH HEADWALL BELOW ME CONCRETE GUARD RAIL
AND 1' ABOVE ME ROAD
PROPOSED 12-INCH WATER LINE D
ELEV 74407
CLSM I(BACNAm CLSM�IBA XFlLL 2 y52 - SQUARE CUT WM "X' CUT ON TOP OF A CONCRETE . _l CURB AT THE CENTER RADIUS OF A CURB RETURN LOCATED
AT THE SOUMWEST CORNER OF SOUTH BOUDN CHISHOLM
1RIT PARKWAY AND SYCAMORE SCHOOL ROAD
���/ ��yy,,,,,,(( ELEV� 762 58
750 -1111 ILL RE: 0011 /23 = A ^IE 0001 /23J� ~ H _ -- 7.
TFFF
-- - - - --
745��IPesEI _ _ _ 745
ICI
PR --- R 0 I---
740 ; 1 1 1 1 ,, 1 1 1 1 1 740
735�4 - - - -- - - -
�17G.D
y1II--II�� II��YIIµIIt
'Rlip E _- - 'I�
730
m74
AtY_J_�
al 1
c�J 4 .1011IIAle
II II Tull >� - JI
720 2+Qe+a �+ s+QD
COMMENTS
CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
735
INFRASTRUCTURE PRIMROSE STATIOP
- --
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
730
PROPOSED12-INCH
WATER LINE D
BEGIN TO END
725
Kimlev»)Horn
ms = 720
I DATE SCALE w PROJECT NO. SHEET
DESIGN: CPI
DRAWN: JN Nov CITY PROJECT /104666 21 R1
2024
CHECKED: JCK WATER PROJECT IXX%