HomeMy WebLinkAboutContract 60157-FP2-FP2
City Secretary
Contract No. 60157
FORTWORTH, Date Received 8/6/2025
AT
NOTICE OF PROJECT COMPLETION
(Developer Projects)
The Transportation and Public Works Department upon the recommendation of the Project
Manager has accepted the following project as complete:
Project Name: Northpointe Ph. 9
City Project No.: 103806
Improvement Type(s): Water 0 Sewer 0
Original Contract Price: $2,264,158.50
Amount of Approved Change Order(s): $50,737.00
Revised Contract Amount: $2,314,895.50
Total Cost of Work Complete: $2,314,895.50
/ /
O8 05 2025
Arturo Sancen (Aug 5, 202511:42:11 CDT)
Contractor Date
Superintendent
Title
Conatser Construction
Company Name
08/05/2025
yf ayA1(%0&5.{Aug 5, 2025 11:50:33 CDT)
Project Inspector
Date
Illill.
k=m nw;,inus e, 2125 m oe ra 1p
08/06/2025
Project Manager
Date
111�
08/06/2025
CFA Manager
Date
de.71.1
08/06/2025
Lauren Pni eu r (Aug 6, 2025 13:48:28 CDT)
TPW Director
Date
COSKLI
08/06/2025
Asst. City Manager
Date
OFFICIAL RECORD
CITY SECRETARY Page 1 of 2
FT. WORTH, TX
Notice of Project Completion
Project Name: Northpointe Ph. 9
City Project No.: 103806
City's Attachments
Final Pay Estimate ❑x
Change Order(s): ❑x Yes ❑ N/A
Pipe Report: ❑x Yes ❑ N/A
Contractor's Attachments
Affidavit of Bills Paid
Consent of Surety
Statement of Contract Time
Contract Time: 300 WD Days Charged: 372 WD Work
Work Start Date: 10/23/2023 Complete Date: 7/2/2025
Completed number of Soil Lab Test: 1976
Completed number of Water Test: 26
Page 2of2
FORT WORTH
CITY OF FORT WORTH
FINAL PAYMENT REQUEST
Contract Name NORTHPOINTE, PHASE 9
Contract Limits
Project Type WATER & SEWER
City Project Numbers 103806
DOE Number 3806
Estimate Number 1 Payment Number 1 For Period Ending
City Secretary Contract Number
Contract Date
Project Manager NA
Contractor CONATSER CONSTRUCTION TxLP
5327 WICHITA ST
FORT WORTH, TX 76119
Inspectors D. WATSON / D. RODGERS
Contract Time
Days Charged to Date
Contract is 100.00
7/2/2025
AID
30WD
372
Complete
Friday, July 25, 2025 Page 1 of 5
City Project Numbers 103806
Contract Name NORTHPOINTE, PHASE 9
Contract Limits
Project Type WATER & SEWER
Project Funding
UNIT I: WATER IMPROVEMENTS
Item Description of Items
No.
1 8" WATER PIPE
2 8" DIP WATER
3 FIRE HYDRANT ASSEMBLY W/ 6" GATE
VALVE & BOX
4 4"-12" WATER ABANDONMENT PLUG
5 DUCTILE IRON FITTINGS W/ RESTRAINT
6 8" GATE VALVE
7 1" WATER SERVICE
8 TRENCH SAFETY
9 AUTOMATIC FLUSHING DEVICE
10 CONNECT AUTOMATIC FLUSHING DEVICE TO
MANHOLE
11 CONNECTION TO EXISTING 4"-12" WATER
MAIN
12 CONNECTION TO EXISTING WATERLINE W/
8X8 CUT - IN TEE
13 CONNECT TO EXISTING WATERLINE W/ 8X16
CUT -IN TEE
14 3/4 IRRIGATION SERVICE (CO#1)
15 1" IRRIGATION SERVICE (CO#1)
16 1" IRRIGATION SERVICE ON EX WATERLINE
(CO#1)
17 1.5" IRRIGATION SERVICE ON EX WATERLINE
(CO#1)
DOE Number 3806
Estimate Number 1
Payment Number 1
For Period Ending 7/2/2025
Estimated
Unit
Unit Cost
Estimated
Completed
Completed
Quanity
Total
Quanity
Total
7685
LF
$56.00
$430,360.00
7685
$430,360.00
495
LF
$75.00
$37,125.00
495
$37,125.00
18
EA
$4,800.00
$86,400.00
18
$86,400.00
2
EA
$1,500.00
$3,000.00
2
$3,000.00
49
TN
$8,500.00
$41,650.00
4.9
$41,650.00
20
EA
$1,450.00
$29,000.00
20
$29,000.00
210
EA
$1,200.00
$252,000.00
210
$252,000.00
8180
LF
$2.00
$16,360.00
8180
$16,360.00
1
EA
$4,750.00
$4,750.00
1
$4,750.00
1
EA
$2,500.00
$2,500.00
1
$2,500.00
8
EA
$1,500.00
$12,000.00
8
$12,000.00
2
EA
$4,500.00
$9,000.00
2
$9,000.00
2
EA
$6,500.00
$13,000.00
2
$13,000.00
3
EA
$1,000.00
$3,000.00
3
$3,000.00
1
EA
$1,200.00
$1,200.00
1
$1,200.00
1
EA
$3,500.00
$3,500.00
1
$3,500.00
1
EA
$4,500.00
$4,500.00
1
$4,500.00
18
--------------------------------------
4" PVC SLEEVES (CO#1)
155 LF
$32.00
$4,960.00
155
$4,960.00
Sub-Total of
Previous Unit
$954,305.00
$954,305.00
UNIT
Ik SANITARY IMPROVEMENTS
Item
Description of Items
Estimated Unit
Unit Cost
Estimated
Completed
Completed
No.
Quanity
Total
Quanity
Total
1
8" SEWER PIPE (SFR 26 PVC) (CO#1)
9578 LF
$66.00
$632,148.00
9578
$632,148.00
2
8" SEWER PIPE (SFR 26 PVC) BY BORE
89 LF
$580.00
$51,620.00
89
$51,620.00
3
20" SEWER CASING PIPE
89 EA
$200.00
$17,800.00
89
$17,800.00
2
8" SEWER PIPE, CLSM BACKFILL
440 EA
$76.00
$33,440.00
440
$33,440.00
Friday, July 25, 2025 Page 2 of 5
City Project Numbers 103806 DOE Number 3806
Contract Name NORTHPOINTE, PHASE 9 Estimate Number 1
Contract Limits Payment Number 1
Project Type SANITARY For Period Ending 7/2/2025
Project Funding
3
8" SEWER PIPE, CSS BACKFILL
220 EA
$86.00
$18,920.00
220
$18,920.00
4
EPDXY MANHOLE LINER (CO#1)
182.5 VF
$455.00
$83,037.50
182.5
$83,037.50
5
4' MANHOLE (CO#1)
54 EA
$4,500.00
$243,000.00
54
$243,000.00
6
T MANHOLE W/ HYDRAULIC
1 EA
$5,500.00
$5,500.00
1
$5,500.00
7
EXTRA DEPTH MANHOLE
49.2 VF
$225.00
$11,070.00
49.2
$11,070.00
8
MANHOLE ADJUSTMENT, MINOR
1 EA
$1,000.00
$1,000.00
1
$1,000.00
9
MANHOLE VACUUM TESTING
54 EA
$200.00
$10,800.00
54
$10,800.00
10
CONCRETE COLLAR
4 EA
$500.00
$2,000.00
4
$2,000.00
11
CONNECT TO EXISTING MH
2 EA
$2,500.00
$5,000.00
2
$5,000.00
12
REMOVE PLUG AND CONNECT TO EXISTING
9 EA
$1,500.00
$13,500.00
9
$13,500.00
8" SEWER LINE
13
4" SEWER SERVICE
204 EA
$850.00
$173,400.00
204
$173,400.00
14
8" SEWER ABANDONMENT PLUG
2 EA
$1,000.00
$2,000.00
2
$2,000.00
15
TRENCH SAFETY
9371 LF
$2.00
$18,742.00
9371
$18,742.00
16
POST -CCTV INSPECTION
9371 LF
$3.00
$28,113.00
9371
$28,113.00
17
CONNECT TO EXISTING MANHOLE W/
1 EA
$9,500.00
$9,500.00
1
$9,500.00
--------------------------------------
EXTERNAL DROP (CO#1)
Sub-Total of Previous Unit
$1,360,590.50
$1,360,590.50
Friday, July 25, 2025 Page 3 of 5
City Project Numbers 103806
Contract Name NORTHPOINTE, PHASE 9
Contract Limits
Project Type SANITARY
Project Funding
Contract Information Summary
Original Contract Amount
Change Orders
Change Order Number 1
Change Order Number 1
DOE Number 3806
Estimate Number 1
Payment Number 1
For Period Ending 7/2/2025
$2,264,158.50
$17,160.00
$33,577.00
Total Contract Price $2,314,895.50
Total Cost of Work Completed $2,314,895.50
Less % Retained $0.00
Net Earned $2,314,895.50
Earned This Period $2,314,895.50
Retainage This Period $0.00
Less Liquidated Damages
Days @ / Day
LessPavement Deficiency
Less Penalty
Less Previous Payment
Plus Material on Hand Less 15%
Balance Due This Payment
$0.00
$0.00
$0.00
$0.00
$0.00
$2,314,895.50
Friday, July 25, 2025 Page 4 of 5
City Project Numbers 103806
Contract Name NORTHPOINTE, PHASE 9
Contract Limits
Project Type SANITARY
Project Funding
Project Manager NA
Inspectors D. WATSON / D. RODGERS
Contractor CONATSER CONSTRUCTION TxLP
5327 WICHITA ST
FORT WORTH, TX 76119
DOE Number 3806
Estimate Number 1
Payment Number 1
For Period Ending 7/2/2025
City Secretary Contract Number
Contract Date
Contract Time 300 WD
Days Charged to Date 372 WD
Contract is .000000 Complete
CITY OF FORT WORTH
SUMMARY OF CHARGES
Line Fund Account Center Amount Gross Retainage Net
Funded
Total Cost of Work Completed $2,314,895.50
Less % Retained
$0.00
Net Earned
$2,314,895.50
Earned This Period $2,314,895.50
Retainage This Period $0.00
Less Liquidated Damages
0 Days @ $0.00 / Day
$0.00
LessPavement Deficiency
$0.00
Less Penalty
$0.00
Less Previous Payment
$0.00
Plus Material on Hand Less 15%
$0.00
Balance Due This Payment
$2,314,895.50
Friday, July 25, 2025 Page 5 of 5
PROJECT NAME:
CONTRACT:
CFA #
CITY PROJECT #
IPRC#
X-NUMBER
FILE #
FID #
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
Northpointe Phase 9
Water, Sewer, Paving/Street Signs, Storm Drain and Street Lights
22-0130 CITY PARTICIPATION:
103806
22-0080
X-27332
W-2834
FID# 30114-0200431-103806-EO7685
NO
CHANGE
ORDER No:
Dennis Rodgers
Phone No:
817-471-9351
Ram Tiwari
Phone No:
817-392-2237
CONTRACT UNIT
WATER
I SEWER
PAVING I DRAINAGE
Developer
Cost
City Cost
Developer Cost
City Cost
Developer Cost
City Cost
Developer Cost
C
$937,145.00
$1,327,013.50 I
I $5,550,175.50
I $1,222,770.00
$937,145.00
$1,327,013.50 I
$5,550,175.50
$0.00 I $1,222,770.00
$0.00
$0.00
$ 17,160.00
$ 33,577.001
$954,305.00 $0.00
$1,360,590.50 I
$0.00
$5,550,175.50
$0.00 I $1,222,770.00
1
Cost
$0.00
$954,305.00 $1,360,590.50 $5,550,175.50 $1,222,770.00
Dev. Cost: $9,302,286.00 City Cost:
$9,302,286.00
STREET
beveloper
Cost
$214,445.00
$214,445.00
$214,445.00
$214,445.00
LIGHTS
City Cost
i CONTRACT
DAYS
300
300
0
300
$0.00
$0.00
$0.00
Revised: 10-12-2011 Page 1
You are directed t0 make the following chanties in the Contract documents:
CITY BID ITEM
PAY ITEM # I # QUANTITY UNIT
14'
9999.0025
3
EA
15'
3312.2003
1
EA
16'
3312.2003
1
EA
17'
3312.2103
1
EA
1$'
9999.0026
155
LF
ITEM DESCRIPTION
UNIT PRICE
NIT I: WATER IMPROVEMENTS
314" I�gatlon Service
€ 1,000.00 $
1- I[�gation Service
$ 1,200.00 $
1" Iation $ervine on Ex Waterline
1.5' d ation Service on Ex WYatedine
$ 3,500.00 $
4,500.00 $
4" PVC Sleeves
1 32.00 $
SUBTOTAL. UNIT I: WATER 11APRQVEMENTS $
TOTAL
3,000.00
1 200.00
�'500.00
4500.00
4�60.00
17.160.00
UNIT II:SANf1ARYSEWERIMPROVEMEI�T�RM
1
3331.4115
207
L gg.QQ $
13,882.00
Manhole 00
5
3339.1002
13
EA V Manhole
.00
4.500.00
17'
9989.0025
1
EA Connect to Exisiing Manhole vd External Dip g $
REASONS FOR CHANGE ORDER Include sewer that was taken out of Phese 8. Add wafer services for fn'[ge[Ran meters. Revise sewer for Atm4s Gas crossing.
NO CITY FUNDS INVOLVED IN THIS CONTRACT. DEVELOPER IS RESPONSIBLE FOR 100% OF THE CHANGE ORDER COST
AND NO REIMBURSEMENT FROM THE CITY WILL BE SOUGHT BY THE DEVELOPER.
RECOMMENDEM.
IGmley Horn Lenn s of Texas Land and C MOW
Name: aEckebamer Natne: Jennifer Ell..
Title: Protect Manager Title: AuthorWW Agent
REVIEWED
By TIWARIR at 10:35 am, May 01, 2024
APPROVED:
Cmelser Cons 4n !P
BY
Name: Adam Bums
Title. Manager
S 33 577.00
$ 5;.Si 00
Revised: 10-12-2011
Page 2
N / WATER GENERAL NOTES m m
i y\ 1 F,HE RrDEAN.,VALVES. FITTINGS, ETC SHOWN AEA GRAPHICAL
4 MATCH LINE SHEET C-13 . / / REPRESNTATION— CONTRACTORTOLOCATEAND o
\ CONSTRUCT THESE IMPROVEMENTS EASED ON THE CURRENT
£ W E aaa� aaaaa� aaaaa� aaaaa� • — aaaaa� aaaaa� aaaaa� aaaaa� CIT—HISDIGNONAL DESIGN STANDANDS AND DETAILS
/ \ CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES ARE
13 44 �/ DISCOVERED PRIOR TO BEGINNING CONSTRUCTION w
S \ 6 \ / / 2 WATERANDSANITARYSEWER SEPARATIDNIVERTICALAND
STA. 3+64.46 LINE WL—C
n STA: 1+27.37 LINE WL—B jq� 7K — HOA HORIZONTALI SHALL BE MAINTAINED IN ACCORDANCE WITH TCEO m
gn eo 01 II 21" RCP CROSSING INSTALL / / BLOCK 0 I REOUIREMErvis o
■ oA sruEm ~ WATER LOWERING #6 _ —
3 RCP BOTTOM ]e]50 12 1 — 8' 22.5' BEND
WL TOP = 785.D9 r / 3 CONTRACTOR TO FIELD VERIFY LOCATION OF IXISTING UTILITIES rc
y� 16 i �3 PRIOR TO CONSTRUCTION rc
STA: 3+95.48 LINE WL—C 45 I RRIGATON 4 FIREHYORANT ASSEMBLY INCLUDES ALL FITTINGS, TEESAND
yx STA' 4+58.03 LINE WL—C
T INSTALL: t I INSTALL \ RWCE VALVES
o
11.25' BEND I J 1 — 8" 11 25' BEND \
rc BLOCK C
UTILITY COMPANY CONTACTS ow6 15 11 I 5 ALL FIRE HYDRANTS TO BE LOCATEDAT PCCRS OR LOT LINES / z
f ow"$, STA: 1+OD.00 LINE WL—B \ 6 ALL WATERLINES ARE 6" UNLESS OTHERWISE NOTED \
+AT&T (877)338-6577 �q� STA: 5+20.83 LINE WL—CINSTALL
3 FORT WORTH WATER DEPT. (81 ]) 871-8296 u'1 INSTALL 1 — e' 225' BEND
7C a 1 S 8' 11.25' BEND 5 7 ACLEANINGWYE IS REOUIREDAT EACH 'POLYPIG' LOCATION
FIELD OPERATIONS \ L o
FORT WORTH T&PW (817)871-8100 \_ \ I / 8 NORTHPDINTE PHASE IS LacATED WITHIN THEcrtr of FORT `To
g ATMOS ENERGY (81 ])215-4366 (STA: 1+31.91 LINE WL-D WORTH'SNDNTHSIDEIII PRESSUREPIANE
ENLINKMIDSTREAM (817)201-1348 I INSTALL O v'_
1 - 8" 11.25' BEND 46 e 9 ALLGATEVALVES AND WATER METERS SHALL BE PLACED CLEAR '21%
ONCOR ELECTRIC (817)213-6214 14 \ \ I OF BARRIER -FREE RAMPS T auT
TXU ENERGY 1A00-233-2133 \ i
SBC TELEPHONE (877)338-6679 \ \ 10 \ 10 ADJUSTED SERVICES DUE TO CONFLICTS (I E MANHOLES INLETS
CHARTER COMM, (817)509-62]2 E%T. 3363 \ 'i STA.1+50.69 LINE WL-0 NFUcis OR NON-STANDARD PLACEMENT)
ALL OTHER FACILITIES 1A00-DIC-TESS a STA: 5+7661 LINE WL-C e" FL
CROSSING 47 /) �(\
INSTALL. WL FL = 795.52 / �•'T \ 11 WATER SERVICE INSTALLED IN PREVIOUS PHASE
l SSWR TOP = 793.07 l'
13 0•, \ 1 - 8° 11.25' BEND I �} • a � 8'y w
G OR 12 INSTALL WATER SERVICE FOR FUTURE PHASE
STA: 5+2835 LINE WL-C \\ 1F \ 9 48 '3 IANSTALLWATER SERVICE ONTO IXIETING WATER LINE -
C-18 C-17 a INSTALL: 4Zc / BLOCK C ® p
1 - 8" FH ASSEMBLY (#21) STA' 6+62.24 LINE WL-C � HORIZONTAL AND VERTICAL FITTINGS MUST BE RESTRAINED m
1 - WATER SAMPLE INSTALL: ``�■■yy\\ 4 WITH ADDITIONAL CONCRETE BLOCKING AND GATE VALVES MUC
C-15 I 1 - 8" GATE VALVE \ 49 Y<• \ BE RETRAINED PER DESIGN CRITERIA 563 �^
S 1 - FH lEE PER DETAIL \ 1 - 8" 11.25' BEND �l` n n 5 a
3 33 12 40 E120/D121 v ■ _ a
C-13 C-14 • /'` TYPICAL UTILITY LOCATION
8 50 Y
12 s 7 STA: 7+92.88 LINE WL-C �W mxMxTOFxwr C„
II C-12 11 \ �R INSTALL. 1s PANEMENTI aX A
8' Fill ASSEMBLY (#20) 51
\ 090 • 1 - WAIER SAMPLE
r KEY MAP 1 - 8' GATE VALVE / ITS --III ITS --III 11
NTS \ 1 FH TEE PER DETAIL - N -_ _-
BLOCK A • \ 6 33 12 40 0120 121 52 I wurvT 66YCE T
!Q 0 U
\\ \ / �5 4 3 W —R -yY fS YMEXS�H i,
a % UTILITY LEGEND \�\
9 ( STA: 10+9913 LINE WL—C ll.l
movE6n LINE \ \\ INSTALL. L � sEwEa
` \ \RO / l 1 - 8' 45' BEND 1 I 2 I s+rviTum
'— sE°E"`"EEwEXL�rvE \\\ \\\\ e / Z TYPICAL LOT SERVICE DETAIL
N ° ® ..n EE—DAX GAEX NA O lE \ A^ \ , • \ STA: 10+94.89 LINE WL-C J B m
u o 18
RC.n.EE—DAXYSEVGlELEAN°aT \ \\ \ y, INSTALL S S SERVICE TO BE LOCATED AT CENTER OF LOT AND x o a
\ \ • �qqM 1 — 8" 45' BEND :=J WATER SERVICE TO BE LOCATED TOFF LOT LINE o usi w
morosEERRExrLoaaxTXxnou
ss
D v6owsEEllP LEEW .Nv E
I1111O11—EA LINE
E \ \ \ \ \ \ \ \\ •,�L\\ 1 '(�
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4 Ewsnrv°nXER�°XArvT \ `_ �_ W
O ous Nl° lAlYEEVGlN °L . \ I \ o�' \ FUTURE NORIHPOINTE (FOR REFERENCE ONLY) e \ +05.94 LINE WL—C
REMOVE
/
1 PLUG
i
a \ \\ \ 1 N 8" POLY PIG CONNECT TO EKISTNG 8" STUB 1 • / / \
\ \ \\ BEE NORTHPOINTE PHASE iB Sc. • /
E y4 \ \ / 1 \ ` (CITY PROJECT# 1023138) Q2
X-26275)
a a \ ImHa w &
60
Lu
BLOCK AIL GE
WATER METER TABLE = a
METER TYPE QUANTITY p VOf
F
m 5 / \ \ \ \ // \ ' \ " \ \ \/ // SERVICRE1E WITI 1 WMEIER z
5 \ 39
/ //'+/ FUTURE 1' RESIDENTIAL WATER
\ \ 1E RE5D NTAL "WATERR 0
SHEET NUMBER
E _ _ _ _ _/ ` ` ` ` _ / \ \ \ //� �\ ,%/ \\ \ `\\ ♦ \ / SERVICE WITH 1" METER D R 1 C-11
INSTALLED IN PREVIOUS PHASE
/ MATCH LINE SHEET C-1 :y;
w E y
� of-sGUEm rvry I 9 �
BLOCK D
10
UTILITY COMPANY CONTACTS
AT&T
)86577
(877])
/
FOR WORTH WATER DEPT.
(818133"it I
FIELD OPERATIONS
FORT WORTH T&PW
(817)871-8100
ATMOS ENERGY
(817) 2154366
ENUNKMIDSTREAM
(877)201-1348
ONCORU ELECTRIC
(81 ]) 215E214
TXUENERGY
EN
1A062532133
SBC TELEPHONE
(817)" .19
CHARTER COMM.
ALL OTHER FACILITIES
(817) 5096272 EXT. 3363
1-800-DIC-TESS
C-16 C-17
C-15
qxwM
C-13 C-14
C-11
KEN MAP
. UTILITY LEGEND
EgLWE
lIrvE
T"Y
HxoPoSEDFRElp1nL�&�TA CLEA1wVs
y Mx EElll ssLEEv .NV E
IEw5 1NG SWDHENEERPNED E ME
® Ewsn11E MER WE
N.1
O I-YEDADI 4W1uL .
ALTERNATE LOT SERVICE DETAIL
S S SERVICE TO BE LOCATED 5' FROM DOWNSTREAM LOT
LINE AND WATER SERVICE TO BE LDCATFDAT CENTER
OF LOT(SEWERMAIN STEEPER THAN 3%SLOPE) s
6 G f f
T
I I I I
66LN6. E • � • .�.� • .+
n 12
11 25' BEND J
/
. MATCH LINE SHEET C-14 -
BLOCK C / •
33
LNE STA' 7+45.76 LINE NL-B
REMOVE:
1 -B"PLUG
/ 1 - 8' POLY PIG BLOCK G
CONNECT TO EXISTING B" STUB 4X - HOA
SEE NORTHPOINTE PHASE 1B
(CITY PROJECT# 102308; X-,26275)
STA: J+51.02 LINE -1I STAB 8+85.12 LINE -Bx < 3 INSTALL: J INSTALL
\/ a 1 - B" 452 BEND 1 - e" 11 25' BEND T�
STA'. ].55.19 LINE WL-B 1
CONNECT TO EXISTING 8 SNB INSTALL: J
/ 1 STA: 9+SS.OJ UNE WL-B 1
\�J SEE NORTHPOINTE PHASE 1B 1 - B' 45' BEND INSTALL: J
14 (CITY PROJECT& 1D23DB; X-2fi2J5)J/• � \/ ' 1 - 8' 11.25' BEND
` STA: 9+96.J0 LINE 1-13 STA: 5+34.87 LINE WL-D a INSTALL
INSTALL. / Lxlrnry Aj • / I 1 - FH ASSEMBLY (#16)
I STA: 5+29.21 LINE 1YL-D
1 - 8" FH ASSEMBLY (#18) / �E Q 1 - WATER SAMPLE 1 qM (` ' 1 - FH TEE PER DETAIL -
INSTALL J(i 1 - F ER SAMPLE
1 - e' 45' BEND 1 - `h
TEE PER DETAIL 9 OF / I 33 12 40 0120/D121
33 1FH 2 40 D12D/0121
/// /
2 STA' 5+40 7
8 LINE WL-D 10
I / /
STA: 5+33.42 LINE WL-D
NSTALL
1 - B' 45' BEND
U.I / =Q
I BLOCK C
(n 53
Z
J /•
F � �
Q
STA: 6+65.76 LINE WL-B
REMOVE:
1 - 8' PLUG
1 - 8' POLY PIG
REMOVE B° PLUG & CONNECT TO EXISTING 8' STAB /
SEE NORTHPOINTE PHASE 1B ti_
(CITY PROJECT/ 102308; X-26275) STA: 10+09.69 LINE -Bv
INSTALL: `
TA; 6+20.78 LINE WL-D 1 - S.
11.25' BEND
REMOVE: / DICK
F -
1 - B' PWG STA: 10+32.00 LINE WL-B 11
POLY PIG STA: 6+49 83 LINE Y,L-F
/ CONNECT TO EXISTING B' STUB INSTALL:
• / SEE NPRTHPOINTE PHASE 1B 1 - B" • 8' TEE 12 I 0 (CITY PROJECT# 102308. X-26275) REMOVE POLY PIG#5
7 STA. 8+42.10 LINE WL-F
24" RCP CROSSING j
WATER LOWERING #6
W, 6 RCP BOTTOM = B0.84 0
WL TOP = 301 65
5
B" SEWN ECK LINE 1VL-F INSTALL
6+1 J.5J LINE 4YL-F
B" SEWN CROSSING INSTALL-
WL FL - 801.65 1 - 8' GATE VALVE T-
SSWR TOP = J99.64
♦ // ,• \ / 4 / STA.6+03.� LINE WL-F
/
N 9 / /
STA: 6+50.68 LI E WL-D / •
•
./INSTALL
S/
1 - 8' 11.25' BEND e
/
/
l STA: 6+5] 92 LINE WL-0
INSTALL:
1 - B" 11.25' BEND
]
"
/
STA:6+73.86 LINE WL-G
21- RCP CROSSING
WATER LOWERING #7
RCP BOTTOM = 802.75
RC
6 ;
/
WL TOP = 800.55
STA: 9+56.57 THE WIT
INSTALL
WATER GENERAL NOTES
1 FIRE HYDRANTS, VALVES. FITTINGS, ETC SHOWN AS
RE PRESENTATION ONLY OONTRACTORTOLOGATE
CONSTRUCT THESE IMPROVEMENTS BASED ON THE
CITY/JURISDICTIONAL DESIGN STANDARDS AND DE6
CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREF
DISCOVERED PRIOR TO BEGINNING CONSTRUCTION
2 WATERANDSANITARVSEWERSEPARATIDNIVERTIC
TRENCH CONFLICTS OR NON-STANDARD PIACEMENT) _
11 WATER SERVICE INSTALLED IN PREVIOUS PHASE=Q
12 INSTALL WATER SERVICE FOR FUTURE PHASE =Q
13 INSTALL WATER SERVICE ONTO EXISTING WATER LINE _
14 ORIZONTAL AND VERTICAL FITTINGS MUST BE RESTRAINED
WITH ADDITIONAL CONCRETE BLOCKING AND GATE VALVES MUST
BE REFRAINED PER DESIGN CRITERIA 563
TYPICAL UTILITY LOCATION
�'PnwnNT
F ae A
Z C wurvT
mIN
NN
21RCP CROSSING Ll
WATER LOWERING #6 RCP SO ON IN 80470 TYPICAL LOT SERVICE DETAIL
TT
WL TOP/= 8D1.65 I _ SS s BE LOCATED AT CENTER OF LOT D
r� Ir T- - - - - SERVICE To
( STA: 10+49.80 LINE WL-B I Y T WATER SERVICE TO BE LOCATED T OFF LOT LINE AN
9 INSTALL I I FUTURE NORTHPOINTE z
l 1 S 8" GATE VALVE (FOR REFERENCE ONLY)
STA. 10+B7J7 UNE WL-B 2 S s <
INSTALL: I } _ s ¢ Q rt
1 - B" PLUG
1 -AUTOMATIC FLUSHING DEVICE
REMOVE POLY PIG (#4) ;ATE HE
I
A
/ FUTURE NORTHPOINTE STA. 10+18.D9 LINE K-D
E' • / / (FOR REFERENCE ONLY) / / % 1 - 8" 11.25' BEND INSTAi
q (1 - B'L 22 5' BEND
STA: 10+57.56 THE WL-D N
INSTALL:
8' FH ASSEMBLY (#17)
WATER SAMPLE
- FH E PER DETAIL
33 1TE
2 4D D120/D121
3 STA: 10+7561 LINE WL-0
INSTALL _
1 - B' 11.25' BEND BLOCK EDA I
/
2 'T° IRRSG NOE
s
STA: 1+00.00 LINE IYL-F /
'NST B' PLUG8' PDLY
/
1 - AUTOMATICI FLUSHING DEVICE
I I I I
STA' 3+D7.23 LINE WL-F-0
STA: 11+02.66 LINE WL - -
INSTALL III
1 -8"X8" TEE
REMOVE POLY PIG#3
I Q
STA' 2+J6.74 LINE WL-F
NSTALL:
1 - B" GATE VALVE
0
I
WL FL = 815.00
SSW# TOP = 809.28
STA.1+83.09 UNE WL-F 1
INSTALL J
1 - 8' 11.25' BEND
STA: 1+63.10 LINE W_ F _ !
INSTALL
1 - B' 11.25' BEND
WATER METER TABLE
FUTURE 1" RESIDENTIAL WATER 12
SERVICE WITH 1" METER
1" RESIDENTIAL WATER
SERVICE WITH 1" METER 0
INSTALLED IN PREVIOUS PHASE
g
EL
W
W
Q
SHEET NUMBER
R1 C-12
E N WATER METER
$ METER TYPE
17{ 1' RESIO WT AL WATER
W E (SERVICE WITH 1' METER
(FUTURE 1" RETWATER
{ SERVICE WITH 1 1" METER
Y °S 1" RESIDENTAL WATER
>` SERVICE WITH 1" METER
8 B° INSTALLED IN PREWOUS PHASE
� of-sGUEm
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UTILITY COMPANY CONTACTS
ATBT (817)3386517
FORT WORTH WATER DEPT. (817) 871-8 9
FIELD OPERATIONS
FORT WORTH TBPW (817) 871-8100
g ATMOS ENERGY (817) 215-03GG
ENLINK MIDSTREAM (817)201-1348
ONCOR ELECTRIC (817)2156214
TXII ENERGY 1600-233-2133
y SBC TELEPHONE (817)3386819
CHARTER COMM. (817) 51396272 EXT. 3363
ALL OTHER FACILITIES 1600-DIC-TESS
�4
= 27X - HOA
6
i
:g
8
6 STA. 1+06.25 LINE WL-C
30" RCP CROSSING
WATER LOING y5
RCP BOTTOMWER= 780 61
WL TOP 776.19
rIy�24�j
�-
'r W D.T.
g 21 L
•� II IS :1+14.96 LINE WL-C
8" SSWR CROSSING _
_ WATER LOWERING /5
SSWR FL = 778 36
WL TOP = 776.14 1II I
r II Q 15
II 19
I Irc
g ga IT
LLEII I�Ik� I
TABLE
QUANTITY 1
43
0
0
1 �
1
I � /
1
PROPOSED NORTHPOIN PHASE 8 /
(CITY PROJECT E1032]3; X-27054)
(FOR REFERENCE ONLY) .
STA 2+69.45 LINE WLE
1 REMOVE'
- V PWG
POLY PIG
CONNECT TO EXISTNG B" STUB
SEE NORTHPOINTE PHASE 8 / \
1 (CITY PROJECT /'103273; %-2]054) STA' ]+68.11 LINE WL-A
• INSTALL:
STAAL2L+60.65 LINE 1VL-E STA:6+95.95 LINE WATER OP CROSSING
-A 1 - 8" 22.5' BEND
1 - 8" 45' BEND • RCP BOTTOM = 79087 \\\\
WL TOP = 78B 67
2 - 4" PVC SLEEVES^
r STA:1+58.68 LINE WL-A
24" RCP CROSSING
- WATER LOWERING #1
RCP BOTTOM = 782.08
l WL TOP = 776.63
LBLOCK A-
26 I
-4-
STA: 2+57.48 LINE WL-E \I \
INSTALL J
1 - 8° 45' BEND
2
ro $ 6H0A(3+27.26 LINE WL-AzLL:" GATE VALVE
STA: 3+4488 LINE WL-A 1
INSTALL: {III
1 - B" GATE VALVE
' 1 A
STA: 1+6571 UNE WL-A
INSTALL 18
I1 - B' 11.25' BEND
STA: 1+02.58 LINE WL-A 1
INSTA 1
1 - 8" 1T25' BEND
I I 17
STA: 1+00.00 LINE WL-C
STA: 1+00.00 LINE WL-A
STA;
1 - 8' 45' BEND
STA. 3+27.38 LINE WL-A
STA. 1+00.00 LINE WL-E
INSTALL 21
1 -8"x8" TEE
19 REMOVE POLY PIG #1
,
STA: 2+84.88 UNE WL-A \
STA:INSTL
1 - B" FH ASSEMBLY (@13)
1 - WATER SAMPLE
1 - PH TEE PER DETAIL
30 12 40 D120/D121 ,
m 6 1]
+ ! MATCH LINE SHEET C-11
$a
x 6
( STA: 6+B4.77 LINE 1VL-A
42' RCP CROSSING
WL FL = ]88.00
RCP TOP = 7BD.27 _
nl/ `2 - 4" PVC SL�EVES
3 (S�A:6+]6.13 LINE WL-A
III` B' SS WR CROSSING
WL FL = 778 87
SE. TOP = 785 27
m
+ R\NGS OW
25
STA: B+0266 LINE 9(L-A
1\ \ INSTALL: \
24 1 - B" 11.25' BEND
STA: 3+9809 LINE WL-A � \ \
INSTALL I STA, 8+08.18 LINE -A1 - W 11.25' BEND 1 INSTALL:
1 - 8' FH ASSEMBLY (K12)
1 - WATER SAMPLE Np
1 - FH TEE PER DETAIL K
1 - 8" GATE VALVE
22 33 12 4D 0120/D121 Z
BLOCK C \ i
23
STA: 3+96.69 LI E WL-B II I
IN TALL.
1 - B" 45' BEND 31 GG E I ,
r STA' 3+89.61 UNE WL-B
INSTA
l 1 - B" 225' BEND
STA: 3+53.98 LINE Yrt-B 3S „
STA' 3+0].16 LINE! WL-B RCP CROSSING „
III INSTALL WA WATER LOWERING g3
l 1 - B" 11.25' BEND WIT TOPT=D7928295.02 "
STA: 3+"" UNE WL-B
INS - 8° FH ASSEMBLY (@15)
1 - WATER SAMPLE
1 - 8° GATE VALVE 41
1 - PH TEE PER DETAIL
33 12 40 D120/1)121\\
43
WATER GENERAL NOTES
1 FIRE HYDRANTS, VALVES. FITTINGS, ETC SHOWN ABA GRAPHICAL
REPRESENTATION ONLY CONTRACTORTO LOCATEAND
CONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENT
�• I CITY/JURISDICTION AL DESIGN STANDARDS AND DETAILS
CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES ARE
DISCOVERED PRIOR TO BEGINNING CONSTRUCTION
2 WATER AND SANITARY SEWER SEPARATION (VERTICAL AND
HORIZONTALI SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ
22X - HOA REQUIREMENTS
3 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION
I 4 FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEESAND
5 ALL FIRE HYDRANTS TO BE LOCATEDAT PCCRS OR LOT LINES
I e AL LWATERLINESAREe" UNLESSDTHERVY-NOTED
T A CLEANING WYE IS REOUIREDAT EACH 'POLY PIG' LOCATION
G. NORTHPDINTE PHASE 9 IS LOCATED WITHIN THE CITY OF FORT
NORTH'S NDRTHSIDE III PRESSURE PLANE
9 ALLGATEVALVES AND WATER METERS SHALL BE PLACED CLEAR
BLOCK B OF BARRIER -FREE RAMPS
9 I 10 ADJUSTED SERVICES WE TO CONFLICTS BE MANHOLES,INLET=,
TRENCH CONFLICTS OR NON-STANDARD PIACEMENT) _
11 WATER SERVICE INSTALLED IN PREVIOUS PHASE=Q
10 I 12 INSTALL WATER SERVICE FOR FUTURE PHASE =Q
13 INSTALL WATER SERVICE ONTO EXIBTING WATER LINE _
T 1 ALLHORIZDNTAL AND VERTICAL FITTINGS MUST BE RESTRAINED
4 WITH ADDITIONAL CONCRETE BLOCKING AND GATE VALVES MUST
BE RETRAINED PER DESIGN CRITERIA 563
U
e, H TYPICAL UTILITY LOCATION
♦4Nf w
W '(�i�(' nRlEx.oFwAr I^n
27 Q �\✓ wATER wurvT
2e I • °EWER
7 TYPICAL LOT SERVICE DETAIL
29I S S SERVICE TO BE LOCATED AT CENTER OF LOT AND
WATER SERVICE TO BE LOCATED ( OFF LOT LINE s
STA:4\18.94 LINE WIL 3 I P p p Du
36" RCP CROSSING
WATER LOWERING g4
RCP BOTTOM = 793.63 wA1E0 u E
WL TOP = 791 40
STA: 4+28.19 UNE WL-B
INSTALL. I
1 - 8" 22.5' BEND f • 2
STA: M41.68 LINE WL-B 1
INSTALL I +z Is is Is
1 - 8" 225' BEND J
/ 36 /
� 35
PANE P�NOE\ /
MATCH LINE SHEET\�C-12 /
C-18 C-17
At
C-16
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C-11 C-12
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j AT&T
+ FORT WORTH WATER DEPT
3 FIELD OPERATIONS
7C FORT WORTH TBPW
ATMOS ENERGY
g ENLINKMIDSTREAM
ONCOR ELECTRIC
TXUENERGY
SBC TELEPHONE
vCHARTER COMM
ALL OTHER FACILITIES
IF
. I jowu I
(817)338-6517
(817)871-6296
(817)871-6100
(817)215-4366
(877)201-1348
(81 ])215-6214
1-800-233-2133
(877)338-6819
(811)509-62]2 EXT 330
1-800-DIC-TESS
E C-16 C-17
S
c C-15
L C-13 ,F
L-11 C-12 �2
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_ H,oPER,YLINE Z
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• HxoNP.Eo�RaAYEEVEA MaxxoLE \ J
2^
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OR NGSWIia.EElEWEl E ME
® ENSDN.WAEBMETER
al gy O W6nNG&WIiaPV SEWER MwxoL
e E TYPICAL LOT SERVICE DETAIL
E S S SERVICE TO BE LOCATED AT CENTER OF LOT AND /
�a
$ a c e
• r _ _ T, , r
I I I I
ms �/
+ E
TE sR
9 J 1x 15 t< 15 \
rl
MATCH LINE SHEET C-15
0
p � TYPICAL UTILITY LOCATION
I e� I xe xlcx.-0F eE
a
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ET
fr II••}� WATER
I I -
STA: 3+93.22 LINE WL-J WATER METER TABLE
l INSTALL: a METER TYPE OUANTITV
H� 1 - 8" GATE VALVE "� - • �� 20 1- RESIDENTIAL WATER
All - 1 I SERNCE "I 1' METER 38
UTURE 1" RE IFENTIAL
`I S° RESIDENTIAL WTAL WATER
WATER D
• y `-{ SERWE WTH 1" METER
INSTALLBGATESVANVE-H / INS INSTALLED N PREVIOUS PHASE
{I
ig BLOCK G
6TA:4+10.72 DNE WIT
8" SSW CROSSING /K `
WL FL = 792.66 /
SSW TOP = 790.50 18
STA. 4+1&22 LINE WL-J l STA: 4+94.00 LINE WL-H
WA RCP CROSSING INSTALL.
WATER
LOWERING /10 1 - 8" FH ASSEMBLY (@8)
RCP BOTTOM = 795 B9 1 - WATER SAMPLE
/ / l WL TOP = 793.70 1 - FH TEE PER DETAIL
/ I 33 12 40 D12D/0121
STA. 5+37.55 LINE WL-H
STA.ALL 4L' - TER
z ENE
INSTALNATE LOT SERVICE DETAIL
3
1 EMO-B"xBTEE--�
RVE POLY PIGS 5S SERVICE TO BELOCATED5 FROM TX AT RFAM LOT
I OF ANO'LEERSERVICE PER THAN 3%BI-T CE ER
STA: 4+82.30 LINE WL-H
o 1J OF LOT (SEWER MAIN STEEPER THAN 3%SLOPE)NT
24" 'Cl CROSSING I
WATER LOWERING 111II a s
RCP
TOP BOTTOM
TOM93.70 797.92
. ].92
WL3 1 6 6 G Q
STA. 1+23.79 LINE WL-J BLOCK H - 7
INSTALL 7X - HOA _
1 - B' 45' BEND
STA: 1+18.14 LINE 1YL-J��� 16 _.— • ,�, • ,�" • ,+
INSTALL.
^8�45' BEND I • 1 Z 15
1" SERVICE INSTALLED _
WITH PREVIOUS PHASE I
TO BE USED AS • 1O
IZGATION SERVICE Ir y
- - STA: 1+04.98 LINE WL-H I I
NSTALL:
1 - 8" 45' BEND I 15
• WATER GENERAL NOTES
STA: 5+4J.04 LINE WL-G FIRE HYDRANT$ VALVES, FITTINGS , ETC SHOWN ASA GRAPHICAL
STA. 1+00.00 LINE WL-H
INSTALL: REPRESENTATION ONLY CONTRACTOR TO LOCATEAND
1 - 8" 45' BEND I CCONSTRUCTTEESE IMPROVEMENTS BASED ON THE CURRENT
3 CITY/JURISDICTION AL DESIGN STANDARDS AND DETAILS
CONTRACTOR TO NOTIFY ENGINEER IFANY DISCREPANCIESARE
STA. 5+08.49 LINE WL-G -- - DISCOVFRED PRIOR TO BEGINNING CONSTRUCTION
INSTALL 1 I BLOCK G
1 - B- FH ASSEMBLY (f10) - 2 WATERAND'ANITARY SEWER SEPARATION (VERTICAL AND
1 - WATER SAMPLE 14 HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEO
1 - B' GATE VALVE I REQUIREMENTS
1 - FH TEE PER DETAIL
3312 40 D120/D121 - 3 CONTRACTOR TO FIELD VERIFY LOCATION OF IX GTING UTILITIES
PRIOR TO CONSTRUCTION
1�• •I •I ) 4 FIREHYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEESAND
• I _ __ VALVES
s AL LFIREHYDRANTSTOBELOCATEOATPccRSORL-LINI
6 ALL WATERLINES ARE 6" UNLESS OTHERWISE NOTED
9 --lµ-- I} IT T A CLEANING WYE IS REQUIRED AT EACH'POLY PIG' LOCATION
( STA.5+36.04 LINE WL-G 1 I & Il�RTHSINTE PHASE a IS LOCATED WHIAIN THE CITY OF FORT l 8' SSWCROSSING u 12 NDRTHSIDE III PRESSUREPIANE
WL FL - 800.02
4X - HOA SSWR TOP = 79495 9 ALLGATEVALVES AND WATER METERS SHALL BE PLACED CLEAR
BLOCK G OF BARRIER -FREE RAMPS
10 11 10 ADJUSTED SERVICES WE TO CONFLICTS (I E MANHOLES, INLET=,
TRENCH CONFLICTS OR NON-STANDARD PIACEMENT)=1k
11 WATER SERVICE INSTALLED IN PREVIOUS PHASE=Q
12 INSTALL WATER SERVICE FOR FUTURE PHASE =0
13 INSTALL WATER SERVICE ONTO EXISTING WATER LINE _
14 ORIZONTAL AND VERTICAL FITTINGS MUST BE RESTRAINED
—� WITH ADDITIONAL CONCRETE BLOCKING AND GATE VALVES MUST
BE RETRAINED PER DESIGN CRITERIA 563
g
L
W
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O w Z
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SHEET NUMBER
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N /
ALTERNATE LOT SERVICE DETAIL
W E R WAMICE TO E LOCATED BE I,0 M DOWNSTREAMLOT
OF LOT (SEWER MAIN
STEEPER
THAN 3%T CENTER
LOT
(SEWER MAIN STEEPER THAN SLOPE)
/
of—sGUEm eo G ^i P! / /
- T I
UTILITY COMPANY CONTACTS
AT&T 18171 J57]-
FORT WORTH WATER DEPT. (817) 871A296
FIELD OPERATIONS
A RT MOB ENERGY
T&PW (8i7)21 A700
ATMNKMIDS R (817)201-1 48
ENGOR MIDSTREAM (817)201-1348
ONCOR ELECTRIC (817)215E214TKU /
SEC ENERGY (817)38-613 /
SEC TELEPHONE (817)5086279 /
CHARTER FACT (817)509E212EXT. 3363 y
ALL OTHER FACILITIES 1-800.DIG-TESS
—° UTILITY �LEGEND
IxE�E°LIxE
FBPPP.GP
saxHB.rtA°vsPNNl° 1-DiR[cn�N0V1
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/OPONORTHPOINTE PHASE 8
/ 'CITY
PROJECT 1032J3
MATCH LI JE
SHEET
EET C-16
� �^ — —
�L+ 28
31 1ILI �• I -^{III
STA:10+26.29 LINE YZL-H
21• RCP CROSSING
WATER LOWERING /12 I BLOCK
RCP BOTTOM 787.48 2J
WL TOP = 7B5.28
2
f
I
r STA: 8+50.05 LINE WL-H)
I INSTALL } 26
1 - 8• GATE VALVE I I
I
( STA: 8+32.5 LINE WL-H
STA: 6+14.65 LINE WL-K 33 °Q I
N - B" TEjllr
1 8' x8"E
REMOVE POLY PIGgJ
I
/ A J s
/ (FOR REFERENCE ONLY)
8' GE CR LINE YIL-K
8" SSWR CROSSING
WL FL = JB9.7
SE. TOP = 787.01
( STA'. 1+18.95 LINE WL-K QP K
INSTALL: � STA: 5+68.47 LINE WL-K
l 1 - 8" 45' BEND r, 21" RCP CROSSING
/ / p STA: 4+56.54 LINE WL-K WATER LOWERING 9 r 24
gyp` INSTALL (III( RCP BOTTOM ]92.]6 I
0 (1 - 8" 11.25' BEND �` WL TOP = 790.34 I n
S1+14.72 LINE WL-K
T 11NTA:ST BLL 45• BEND r r STA 3+93.93 LINE WL-K \
r INSTALL
l 1 - a• 1.25• BENo
STA: 1+0561 LINE WL-K ..
INSTALL' .. 37
1 - 8• FH ASSEMBLY ($7)
1 - WATER SAMPLE BLOCK G
1 - FH TEE PER DETAIL
W 12 40 D120/D121
\38
STA: 1+0000 UNE WL-K
REMOVE:
- B PLUG
/ 1 N 8• POLY PIC
CONNECT TO EXISTING B" STUB
SEE NORTHPOINTE PHASE 1B
(Cltt PROJECT# 102308; X-26275)
2 - 4" Fy
IRRIGATION 9.
4 SLEEVES & 1.5" X �"
IRRI EN CE o$
SERVICE
/ � BLOCK B 0
xs4 wA E� c e �
U »�
zimN
W C
W -
2
Lu
Z
J
F
J MATCH LINE SHEET C-14 "
134
5 l
Ilf\l 1:
36
23
�/� 12 13 r R
' I
11 STA 6+137.15 LINE WL-K ( 3T RCP CROSSING Ir
WATER LOWERING /11 I -� 22
` RCP BOTTOM = 791.66 I 1I
WL TOP - 789.20 °Q I
STA: 3+3D.68 LINE WL-K 1
INSTALL: 1
1 - S" 11.25' BEND
WATER GENERAL NOTES
1 FIREHYDRANTs,VALVES, FITTINGS, ETC SHOWNASA GRAPHIC
RE PRESENTATION ONLY CONTRACTORTOLOCATEAND
CONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENT
CIT—RISDIGNONAT DESIGN STANDARDS AND DETAILS
CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES ARE
DISCOVERED PRIOR TO BEGINNING CONSTRUCTION
2 WATER AND SANITARY SEWER SEPARATIDN(VERTICAL AND
HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ
REQUIREMENTS
3 CONT—TORTOFIELDVERIFYLOCATIONOFEXISTINGUTILITIES
— PRIOR TO CONSTRUCTION
4 FIREHYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEESAND
VALVES
I R
I BLOCK G
21
- II�IIII I
2 I
20
I
- I
. �P°
5 ALL FIRE HYDRANTS TO BE LOCATEDAT PCCRS OR LOT LINES
6 ALL WATERLINES ARE T UNLESS OTHERWISE NOTED
T A CLEANING WYE IS REQUIRED AT EACH'POLY PIG' LOCATION
& NORTHPDINTE PHASE 9 IS LOCATED WITHIN THE CITY OF FORT
NORTH'S NDRTHSIDE III PRESSURE PLANE
9 ALLGATEVALVES AND WATER METERS SHALL BE PLACED CLEAR
OF BARRIER -FREE RAMPS
10 ADJUSTED SERVICES WE TO CONFLICTS B E MANHOLES,INLET=,
TRENCH CONFLICTS OR NON-STANDARD PLACEMENT) _
11 WATER SERVICE INSTALLED IN PREVIOUS PHASE=Q
12 INSTALL WATER SERVICE FOR FUTURE PHASE =Q
13 INSTALL WATER SERVICE INTO EXISTING WATER LINEALLH_
1 A ORIZDNTAL AND VERTICAL FITTINGS MUST BE RESTRAINED WITH ADDITIONAL CONCRETE BLOCKING AND GATE VALVES MUST
BE RETRAINED PER DESIGN CRITERIA 563
TYPICAL UTILITY LOCATION
w6lcxTOF ae
AATER
TYPICAL LOT SERVICE DETAIL
S S SERVICE TO BE LOCATED AT CENTER OF LOT AND
WATER SERVICE TO BE LOCATED 1OFF LOT LINE
wnreeN • I • I' • I � r• I
I I I I
5€L8E —.41
J xi u
C-16 C-1]
C-13 C-14
c-n ciz
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KEY MAP
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WATER METER TABLE
FUTURE 1• RESIDENTIAL WATER 0
SERVICE WITH 1" METER
1" RE DENTAL WATER
SERVICE WITH 1" METER 2
INSTALLED IN PREVIOUS PHASE
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1 UTILITY COMPANY CONTACTS
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AT&T
FOR WORTH WATER DEPT.
(81 ])33&651]
(877) 871-8296
STA: 1+00.00 LINE WI
CONNECT TO EXISTING 16' WL
FIELD OPERATIONS
'N- 3" X 16' CUT IN TEE
FORT WORTH TBPW
(817)871-8100 1
SEE NORTHPOINTE PHASE 1B
g ATMOS ENERGY
(817) 215-4366 1
(CPN #102305, X-26275)
ENLINKMIDSTREAM
ONCOR ELECTRIC
(817)201-1348 1
(817) 215-6214 1
/
/
TXU ENERGY
fAOD-233-2133 1
BBC TELEPHONE
CHARTER COMM.
(817)338-6819 1
(817) 509-6272 EXT. 3363 1
/
ALL OTHER FACILITIES
1A 131GTESS 1�
/
8 1
1
IR ./ N SER I
2 - 4" R ATION EVE
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- (CITY PROJECT /1032]3) -1�P
STA 1+"" LINE WL_L 1
11 - B" GATE VALVE
STA: 1+25.OD LINE WL-L
INSTALL.
1 - 8' FH ASSEMBLY (@4)
1 - WATER SAMPLE
33 12 40 D12D/0121 )/
A
2-4"PVC
WATER GENERAL NOTES
1 FIRE HYDRANTS VALVES, FITTINGS, ETC SHONMASAGRAPHIC/LL
REPRESENTATION ONLY CONTRACTORTO LOCATEAND
CONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENT
CIT—URISDICTIONAL DESIGN STANDARDSAN DETAILS
CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES ARE
DISCOVERED PRIOR TO BEGINNING CONSTRUCTION
3 NITARYSEWER SEPARATIDNDERTICALAND
HI SHALL BE MAINTAINED IN ACCORDANCE WITH TCEO
9E REQUIREMENTS
3 CONTRACTOR TO FIELD VERIFY LOCATION OF -STING UTILITIES
' PRIOR TO CONSTRUCTION
I I 4 FIREHYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEESAND
I I VALVES
I PROPOSED NORIHPOINTE PHASE 3 5 ALL FIRE HYDRANTS TO BE LCCkTEDAT PCCRS OR LOT LINES
(CITY PROJECT A 102655) 6 ALL WATERLINES ARE 6" UNLESS OTHERWISE NOTED
(FOR REFERENCE ONLY) I
I T ACLEANING WYE IS REOUIREDAT EACH'POLY PIG'LOCATION
I
HPDINTE PHASE a Is LOCATED WITHIN THE CITY OF FORT & NORT RTH'srvUR TH.IDE III PRESSURE PLANE
I I WO
ALLGATEVALVES AND WATER METERS SHALL BE PLACED CLEAR
I I of BARRIER -FREE RAMP.
- 10 TRENCADVUSH
CONFLIICESDOE TO RNON-CONFLICTS (IEMANHOL- INLET=,
III ETA. 5+]3.55 LINE 1YL-L I TRENCH coNFUcis OR NON-STANDARD PLACEMENT)=*
INSTALL:
1 - B' 11.25' BEND 11 WATER SERVICE INSTALLED IN PREVIOUS PH45C-Q--Q--Q
r STA' S+1337 LINE WL-L I 2 INSTALL WATER SERVICE FOR FUNRE PHASE=
INSTALL 13 INSTALL WATER SERVICE ONTO EXISTING WATER LINE _
l 1 - B' 11.25' BEND
I1 I 1 ALL HAD III TAL ANDNALGO CONCRETE
BLOCKIING AND GAM
RE.TRAINED
111111.' A WITH ADDITIONAL CONCRETE BLOCKING AND GATE VALVES MUST
25 24 BE RETRAINED PER DESIGN CRITERIA 563
uF. 1 n TYPICAL UTILITY LOCATION
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STA: 2+44.29 LINE WL-L `
INSTALL:
ULI
1 - 8" 22.5' BEND 1 I \/ ZWI2 STA: 2+94.85 LINE WJ INSTALL. III7
B° 11.25' BEND I I U
TA, 1110*02 LINE
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/// �• 37 LINE
CONNECT 6TO EXISTINOW I6H WL ( 1N- 8' 11.25' BEND -L J 5 I
INSTALL 3 5 I
1 - 8' X 16" CUT IN TEE STA 4+11..9 LINE WL-L '_TA' 5+.442 LINE
1 - 8' GATE VALVE 8'KS'" RBC CROSSING r INSTALL:
SEE NORTHPOINTE PHASE 1B q WATER LOWERING R14 1 - 8' FH ASSEMBLY ()'3)
(CPN @102308: X-262]5) RBC BOTTOM 157.30 Illll 1 - WATER SAMPLE
WL TOP - 755.10 I
\ ^ °m 1 - 8- GATE VALVE
1 - FH TEE PER DETAIL
j STA.13+69.25 UNE WL-H `BLOCK G (� S�B�1125' BEND
33 12 40 D120/D121
/ 8' SSW CROSSING X I`
/ WL FL - 774.86
SSWR TOP 77241 - . 17%-HOA
STA: 13+31.OB LINE WL-H
INSTALL ; m
1 - B° FH ASSEMBLY
1 - WATER SAMPLE I uu w 11PG 404 DRTCT
1 - FH TEE PER DETAIL a u + I
33 12 40 D120/D121 , p r
( h\ a{ NSTABLL.45?BEND NE 1YL-H 1 I w I
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1 29
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TYPICAL LOT SERVICE DETAIL
S S SERVICE TO BE LOCATED AT CENTER OF LOT AND
WATER SERVICE To BE LOCATED 1' OFF LOT LINE 4
wahn L I � I' • I I
WATER METER TABLE
FUTURE 1' RESIDENTIAL WATER 0
SERVICE WITH 1" METER
1" RESIDENTIAL WATER
SERVICE WITH 1" METER 0
INSTALLED IN PREVIOUS PHASE
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SHEET NUMBER
R1 C-16
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10+DO
15+2030 LINE SS—K
3TA 22+76.01 (22421' LT)
HERITAGE TRACE PARKWAY
ERUCT CONNECT TO EXISTING EXISTING 15' S.S.E.
NOTE. SEE
rsti
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EXISTING 20' OE. / / / � BLOCK A
14
O NlFRNP(CRY PROJECT F0273.X-E7054)
LINE SS—K
SEWER GENERAL NOTES
1 WATER AND SANITARY SEWER SEPARATION(VERTICALAND
HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEO
REQUIREMENTS
2 CONTRACO FIELD VERIFY LOCATION OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION
3 ALLSANITARYSEWER LINES ARE 8'SDR-26 PVC UNLESS
OTHERWISE NOTED
4 ADJUSTED SERVICES DUE TO CONFLICTS (I E.MANHOLES, INLETS,
TRENCH CONFLICTSORNONSTANDARDPIACEMENT)=*
6 INSTALL SEWERSERVICEFDRFUTURELOT= 0
T SANITARYSEWERSERVICESWITHIN2'DFVERTICALSEPARATION
AT STORM LINE CROSSINGS TO BE CONCRETE ENCASED OVER
CROSSING
8 ALL HOAIOPEN SPACES TO BE PRNATELY OWNED AND
MAINTAINED BY THE HOA
ALTERNATE LOT SERVICE DETAIL
SS SE-CE TO BE LOCATED 5FROM DOWNSTREAM LOT
LINE ANDWATER SERVICE TO BE LOCATED AT CENTER
OF LOT (SEWER MAIN STEEPER THAN 3%SLOPE)
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LINE AND WATER SERVICE TO BE LIX:ATEDAT CENTER
OF LOTz(SEAER MAIN STEEPER THAN 3%SLOPE) B
G J G T Q
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TYPICAL LOT SERVICE DETAIL
SS SERVICE TO BE LOCATED AT CENTER OF LOT AND
WATER SERVICE TO BE LOCATED I'OFF LOT LINE a
G J G R G
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SEWER GENERAL NOTES
1 VNATER AND SANITARY SEWER SEPARATION(VERTICAL AND
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REQUIREMENTS
2 CONTRACO FIELD VERIFY LOCATION OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION
3 ALL SANITARY SEWER LINES ARE 8'SDR-26 PVC UNLESS
OTHERIMSE NOTED
0. ADJUSTED SETVICES DUE TO CONFLICTS 9 F. MANHOLES,INLETS,
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6 INSTALL SEINER SERVICE FOR FUTURE LOT= 0
T SANITARYSEWERSERVICESWITHIN2'DFVERTICALSEPARATION
AT STORM LINE CROSSINGS TO BE CONCRETE ENCASED OVER
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CONSTRUCT 4' MANHOLE
LINE SS—K
STA 25+0380 IJNE SS-K
STA. 1+0D.00 LINE SS-H
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UTILITY LEGEND
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PROFILE SCALE
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A MATERIAL (ACLSMRPER CITY OF FORT
C W EM NDDiRT ND
JOINTOFSSWR MAIN IN
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R1 C-30.2
N °-zN TYPICAL LOT SERVICE DETAIL SEWER GENERAL NOTES UTILITY LEGEND m m
RIC-30.2 SS SERVICE TO BE LOCATEDAT CENTER OF LOTAND 1 WATER AND SANITARY SEWER SEPARATION (VERTICAL AND == —.1LINF sevER urvE a
WATER SERVICE TO BE LOCATED VOFF LOT LINE HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE IMTH TCFQ $
W E C REQUIREMENTS cROr•asEOwaxER urvE
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F PRIOR TO CONSTRUCTION
`S SANITARY SEVv1=R LINES ARE B" SDR-26 PVC UNLESS
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STA:-0+0440 LINE 66-E OFFSITE //
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E: 229846103 I III I \ `\ /j�� --/ / //%/ EPDXY LINED
Y I ) f / // /%�� 4µ'I MANHOLE S A.INE SS--
= CONNECT TO EX 4• MANHOLE -/ �'/'' VTM CONCRETE COLLAR
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6 W/ EXTERNAL DROP AND EPDXY II I 4 \ ( ////� N: J0100409J16
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-
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3 CONTRACTOR TO FIELD I I n ( / I / / / / / / / / / / 1//// / / / �� S" PVC - TITAN
VERIFY DEPTH &LOCATION 1 1 j I ) , \ I / 4/ / / / / / / I w'� '' / / 'I /+ N'/' ' / - - SPRINGS
OF IFY TINDEG GAS LINE NO'I ln"w p .g d'' .1� '� °a'Pp'C •l' T4 '(\" 'RB'' T11' _-p18 �2 DRIVE
6 WORK IN GAS EASEMENT / / / / I I III / �• / / / J I I/ /% /� / / / /' — 21
WITHOUT COORDINATION OF / / / / I/ J I j / // / // �( / / JI I 1 Ig �'� // ///o / / i /'' ��' / / �_-- to 'W S11L1
€ CROSSING WITH GAS / / / W^'/ / /E4iWR / I 1 / //K/ / / / / / \'•
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LU
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n OF EXIG GAS LINE. NO BEWORKRK IN IN GAS EASEMENT �^^� _ ti
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CROSSING NV GAS ' �?�Io
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-2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 ° u`
FORT WORTH
TRANSPORTATION AND PUBLIC WORKS
PIPE REPORT FOR:
PROJECT NAME: Risinger South - Retail Frontage Lots
CITY PROJECT NUMBER: 105775
WATER
PIPE LAID SIZE TYPE OF PIPE LF
Open Trench 8" PVC Pressure Pipe 15
Open Trench 12" PVC Pressure Pipe 660
FIRE HYDRANTS: N/A VALVES (16" OR LARGER) N/A
PIPE ABANDONED SIZE TYPE OF PIPE LF
N/A N/A N/A N/A
DENSITIES:
Yes Passing Results
NEW SERVICES:
2"
Domestic Copper
2"
Irrigation Copper
SEWER
PIPE LAID
SIZE
TYPE OF PIPE LF
Open Trench
8"
PVC SDR-24 749
PIPE ABANDONED SIZE TYPE OF PIPE LF
N/A N/A N/A N/A
DENSITIES: Yes Passing Results
NEW SERVICES: 4" PVC SDR-24
TRANSPORTATION AND PUBLIC WORKS
The City of Fort Worth • 1000 Throckmorton Street • Fort Worth, TX 76012-6311
(817) 392 - 7941 • Fax: (817) 392 - 7845
FORTWORTH.
TRANSPORTATION AND PUBLIC WORKS
July 17, 2025
Conatser Construction
5327 Wichita Street
Fort Worth, TX 76119
RE: Acceptance Letter
Project Name: Northpointe Ph
Project Type: Water, Sewer
City Project No.: 103806
To Whom It May Concern:
On July 3, 2025 a final inspection was made on the subject project. There were punch list items
identified at that time. The punch list items were completed on July 17, 2025. The final inspection and
the corrected punch list items indicate that the work meets the City of Fort Worth specifications and is
therefore accepted by the City. The warranty period will start on July 17, 2025, which is the date of the
punch list completion and will extend of two (2) years in accordance with the Contract Documents.
If you have any questions concerning this letter of acceptance, please feel free to contact me at 817-
392-2237.
Sincerely,
i'Y�,.
Ram Tiwari iAu�6, 202�1 6T �CDT;
Ram Tiwari, Project Manager
Cc: Dennis Rodgers, Inspector
Donald Watson, Inspection Supervisor
Oscar Aguillon, Senior Inspector
Andrew Goodman, Program Manager
Kimley Horn, Consultant
Conatser Construction, Contractor
Lennar Homes, Developer
File
E-Mail: TPW_Acceptance@fortworthtexas.gov
Rev.8/20/19
AFFIDAVIT
STATE OF TEXAS
Mel h■ o I a 1 C;- 2 UW
Before me, the undersigned authority, a Notary Public in the state and cowry aforesaid.
on this day personally appeared Brock Huggins, President of Conatser Managenwnt Group, lnc.,
general partner of ConatseLConstruction TX. LP, known to tree to he a credible person, who
being by me duly sworn, upon his oath deposed and said:
That all persons, firms, associations, corporations or other organisations furnishing
labor and/or materials have been paid in full;
That the wage scale established by the City Council in the City of Fort North, has
been paid in full; and
That there are no claims pending for personal injury and/or property damages;
On Contract described as:
NORTHPOINTE PH. 9
WATER, SEWER, DRAINAGE, PAVING
& STREET LIGHT IMPROVEMENTS
CFA PRJ # 22,0130
CITY PROJECT # 1038M
CITY OF FORT WORTH
STATE OF TEXAS
CONATSER CONSTRUCTION TX, LP
Brock Hugg s
Subscribed and sworn to before me this 51h day of August, 2025.
h4f 0" PUKF, IT4R OF ixu
Notuy Public in Tarrant County, Te7tA8
' Cp�cpxi #y=3q-�o7�
CONSENT OF
SURETY COMPANY
TO FINAL PAYMENT
Conforms with tha Arn4rkAw tostituto of
ArcWtacws, AtA Document 0707
PROJECT-
(nama, add re5.)N4ruvma, Phase 9
Fort VII M, TX
TO (Owner)
OWNER
❑
ARCHITECT
❑
CONTRACTOR
❑
SURETY
❑
OTHER
ICITY 0. FORT WORTH AND LENNAR HOMES OF
?EXAS LAND AND CONSTRUCTION, LTD
I?*? trtarkel Plaaa em., SUA0 100
W*V TX 75W3
CONTRACTOR: CONATSER CONSTRUCTION TX. L iP
Bond No 0254470
ARCHITECT'S PROJECT NO: CFA Na 22.0130
CONTRACT FOR:
Ytileler. Sewer Paving, Drainage, & Sheol Lighl Improwernenls for
Not1hpoVA0. OMese �3
CONTRACT DATE:
In accordance with tflc provisions of the Contract betwotm the Clymer and the Contractor as indicated above, the
0MV IflMlt romw Mo iddrra of 9-Lx"V Com Pan Yl
BERKLEY JNSLIAANCE COMPANY
475 Steamboat Roan
Gm r+rwch CT O&M . SURETY COMPANY
on bond of thwo immon na" ow ad&u a! Conewan
CONATSER CONSTRUCTION TX L P
5327 Wichda St
Fort Worth TX 761IM035
CONTRACTOR,
hereby s,pproves of tht final payment to the Contractor, and agrees that final payment to the ContMCWT ShAl not relieve
(he Surety Company of any of its obligmions to ow* row l narne ana &&mu or ow*+arl
CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND ANO CONSTRUCTION. LTD.
1707 A4arket Place8"., Suet9 ft]D
Irving TX 75W3 . OWNER,
es set forth in the said Surety Company's bond.
IN WITNESS. WHEREOF.
the Surety Company has hereunto set its hand this dth day of August, 2025
BERKLEY INSURANCE COMPANY
Surety Company
1'�'�c ' treo{Seel :Signature ofAuthorixcd Representative
apkl�j WC5I8 Anornev-in-Fact
Title
NOTIE, Two faun Is to bs road M • Parip MOM doeWont xa AIA =CLIhrENT 0784. C¢NTFACTQR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAWS,
00pom Edtien
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