HomeMy WebLinkAboutContract 57832-CO1CSC No. 57832-CO1
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
PROJECT NAME: M-584
CONTRACT: SANITARY SEWER IMPROVEMENTS
CFA # 22-0044
CITY PROJECT # 103521
CITY SECRETARY CONTRACT # 57832
FID # 30114-0200431-103521-E07685
FILE # X-27161
INSPECTOR:
PROJECT MANAGER:
Developer
Cost
ORIGINAL CONTRACT $0.00
EXTRAS TO DATE
CREDITS TO DATE
CONTRACT TO DATE $0.00 $3,018,184.61*" $867,848.62*" $5,756,729.07*" $0.00
AMOUNT OF PROP. CHANGE ORDER (530,55224) (58,784.99) (558,273.77)
REVISED CONTRACT AMOUNT $0.00 $2,987,632.37 $859,063.63 55,698,455.30 $0.00
TOTAL REVISED CONTRACT AMOUNT I $9,545,151.30
PER UNIT 50.00
REVISED COST SHARE HPC DEV. COST 52,987,532.37
TOTAL REVISED CONTRACT 59,545,151.30
ARIEL DUARTE
KIRAN KONDURU
WATER
City Cost
SEWER
Northstar
HPC Developer Developer
Cost Cost
$3,018,184.61*" 5867,848.62*"
CITY PARTICIPATION:1 YES
Phone No:
Phone No:
City Cost
817-223-2266
817-392-2237
CONTRACT UNIT
DRAINAGE
55,756,729.07*"
Developer Cost
50.00
50.00
50.00
City Cost
50.00
50.00
50.00
Northstar Des. Cost 5859,053.53
CHANGE
ORDER No:
PAVING
Developer Cost
50.00
50.00
50.00
1
City Cost
50.00
50.00
$o.00
STREET LIGHTS
Developer
Cost
50.00
50.00
50.00
City Cost
50.00
50.00
$o.00
IClty Cost:
55,698,455.30
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
CONTRACT
DAYS
400
0
400
400
Revised: 12-17-2018 Page 1
You are directed to make the following changes in the contract docum,nts
CITY BID ITEM ITEM DESCRIPTION UNIT PRICE TOTAL HPC 1 Northstar City
PAY ITEM # # QUANTITY UNIT 1 1 31.30% 9% 59.70%
Unit I: Sanitary Sewer Segment 1
2A 3331.4308 -2701 LF 21" PS115 ASTM F679 PVC I $260.00 -$702,260.00 -$219,807.38,-$63,203.40 -419,249.22
2B 3331.4311 2701 LF 21" FRP D3262 SN72 Sewer Pipe I $260.00 $702,260.00 $219,807.36 $63,203.40 $419,249.22
3A 3331.4309 -51 LF 21" PS115ASTM F679 PVC, CSS Backfill $290.00 -14,790.00 $4,629.27 -$1,331.10 -8,829.63
3B 3331.4312 51 LF 21" FRP D3262 SN72 Sewer Pipe, CSS Backfill $290.00 $14,790.00 $4,629.27 $1,331.10 $8,829.63
4A 3331.4317 -8685 LF 24" PS115ASTM F679 PVC I $291.00 -$2,527,335.00 4791,055.86 -$227,460.15 -$1,508,819.00
4B 3331.4324 9771 LF 24" FRP D3262 SN72 Sewer Pipe I $291.00 $2,843,361.00 $889,971.99 $255,902.49 $1,697,486.52
5A 3331.4318 -104 LF 24" PS115 ASTM F679 PVC, CSS Backfill $325.00 -33,800.00 $10,579.40, -$3,042.00 -20,178.60
5B 3331.4325 179 LF 24" FRP D3262 SN72 Sewer Pipe, CSS Backfill $325.00 $58,175.00 $18,208.76 $5,235.75 $34,730.48
6 3331.4321 -1086 LF 24" DIP Sewer By Open Cut $352.00 -$382,272.00 $119,651.14 -$34,404.48 -228,216.38
7 3331.4322 -75 LF 24" DIP Sewer , CSS Backfill 1 $385.00 -28,875.00 -9,037.88 -$2,598.75 -$17,238.38
8 3305.3010 -1015 LF 24" DIP Sewer Carrier Pipe By Other Than Open C $427.00 -$433,405.00 $135,655.77 -$39,006.45 -258,742.79
9 3301.3010 -179 LF 24" DIP Sewer Carrier Pipe By Open Cut $430.00 -76,970.00 $24,091.61 -$6,927.30 -45,951.09
10A 3331.4333 -105 LF 27" PS115ASTM F679 PVC I $340.00 -35,700.00 411,174.10 -$3,213.00 -21,312.90
10B 3331.4333 105 LF 27" FRP D3262 SN72 Sewer Pipe I $340.00 $35,700.00 $11,174.10 $3,213.00 $21,312.90
11A 3331.4331 -20 LF 27" PS115 ASTM F679 PVC, CSS Backfill $375.00 -$7,500.00 $2,347.50 -675.00 -4,477.50
11B 3331.4334 20 LF 27" FRP D3262 SN72 Sewer Pipe, CSS Backfill $375.00 $7,500.00 $2,347.50 $675.00 $4,477.50
47* 3305.3010 1015 LF 24" FRP SN72 Sewer Carrier Pipe By Other Than I $404.50 $410,567.50 $128,507.66 $36,951.08 $245,108.80
48* 3301.3010 179 LF 24" FRP SN72 Sewer Carrier Pipe By Open Cut $407.50 $72,942.50 $22,831.00 $6,564.86 $43,546.67
TOTAL I I 497,611.00 430,552.24 48,784.99 458,273.77
Unit II: Sanitary Sewer Segment 2
4A 3301.0002 -2976 LF 18" PS115ASTM F679 PVC $227.00 -$675,552.00 4211,447.78 -$60,799.68 -403,304.54
4B 3305.0109 2976 LF 18" FRP D3262 SN72 Sewer Pipe $227.00 $675,552.00 $211,447.78 $60,799.68 $403,304.54
5A 3331.4119 -52 LF 18" PS115ASTM F679 PVC, CSS Backfill $255.00 -13,260.00 $4,150.38, -$1,193.40 -7,916.22
5B 3305.0109 52 LF 18" FRP D3262 SN72 Sewer Pipe, CSS Backfill $255.00 $13,260.00 $4,150.36 $1,193.40 $7,916.22
6A 3305.0109 -5984 LF 21" PS115ASTM F679 PVC $260.00 -$1,555,840.00 $486,977.92 -$140,025.60 4928,836.48
6B 3305.0109 5984 LF 21" FRP D3262 SN72 Sewer Pipe I $260.00 $1,555,840.00 $486,977.92 $140,025.60 $928,836.48
TOTAL $0.00 $0.00 $0.00 $0.00
GRAND TOTAL I I 497,611.00 430,552.24 I 48,784.99-$58,273.77
CITY COST Participation: C ty 59.7%; HPC 31.3% & Northstar 9%
REASONS FOR CHANGE ORDER
All Pay Items except 44 & 30: All PVC and DIP pipe was switched for FRP. See attached approval discussion email attached to the change order
** To Correct the cost summary sheet of CSC.57832 contract on unit 1 and unit 2 sewer rounding en'ors as a result of excel formatting. The Original contract amounts listed in this change order
reflect the correct amounts
WATER DEPARTMENT PARTICIPATION FUNDS INVOLVED IN THIS CONTRACT.
Revised: 12-17-2018 Page 2
RECOMMENDED:
/s%LC%rli�
By:
Brighton Yau
Name: LJA ENGINEERING, INC
Title: Project Engineer
APPROVAL RECOMMENDED:
CFW - Sponsoring Department
BY T74.2,d PC
Name: Taylor Gunderman
Title: Engineering Manager
RECOMMENDED:
CFW - *Contract Compliance Manager
k'dfaccrw, P F.
By: N,ran Nondu,,P E ) N0v 92022C616 CST)
Name: Kiran Konduru
Title: Sr. Professional Engineer
M&C Number: M&C 22-0361
M&C Date Approved: 5/10/2022
APPROVED:
By:
Ben Luedtke
HPC Wellington Nance
Name: Development Corporation
Title: Executive Vice President
APPROVED:
CFW - Assistant City Manager
bana.8urg%%af#
Burghdoff rocs
By: Dana Burghdoff 16,20 16:34csr)
Name: Dana Burghdoff
Title: Assistant City Manaaer
ATTEST
e .G a` ec 16, 20 6 c .9249
Jannette S. Goodall
City Secretary
�n>L nt.°X° a5a
APPROVED: APPROVED:
By: Kim gill (Nov 9, 202207:01 CST)
Kim Gill
170 Northstar Ranch
Name: Developer, Inc
Title: Vice President
By: Derrick Gage (Nov 8, 2 216:15 CST)
Derrick Gage
Excel Aircraft, LLC DBA Excel
Name: Mulching and Trenching
Title: Operations Manager
APPROVED AS TO FORM AND LEGALITY:
CFW - Assistant City Attorney
By: !chard roec 16,20221445CST)
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
❑' There are City Funds associated with this Contract
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 12-17-2018 Page 3
Konduru, Kiran
From:
Sent:
To:
Cc:
Subject:
Kasavich, John
Monday, May 16, 2022 8:33 AM
Harris, Melissa; Derrick Gage; Landon King; Konduru, Kiran
ben@hanoverproperty.com; 0011 - Wellington; Brighton Yau; Sholola, Tony; Norwood, Walter P;
Lynn West; McCracken, Richard A; Gunderman, Taylor
RE: M584 Material Submittal- Wellington Sewer
The submittal from Thompson Pipe for FRP SN 72 has been accepted for this project.
From: Harris, Melissa
Sent: Friday, May 13, 2022 5:47 PM
To: Derrick Gage <derrickgage@excelmulching.com>; Kasavich, John <John.Kasavich@fortworthtexas.gov>; Landon King
<Iking@Ija.com>; Konduru, Kiran <Kiran.Konduru@fortworthtexas.gov>
Cc: ben@hanoverproperty.com; 0011- Wellington <ntx0011@lja.com>; Brighton Yau <byau@lja.com>; Sholola, Tony
<Anthony.Sholola@fortworthtexas.gov>; Norwood, Walter P <Walter.Norwood@fortworthtexas.gov>; Lynn West
<lynn.west@triadie.com>; McCracken, Richard A <Richard.McCracken@fortworthtexas.gov>; Gunderman, Taylor
<Taylor.Gunderman@fortworthtexas.gov>
Subject: RE: M584 Material Submittal- Wellington Sewer
Hello all,
This is the material officially approved?
FORT WORTH,.
Melissa Z Harris
Development Project Coordinator
Development Services -Water Section
Phone: 817-392-8428
Email: Melissa.Harris(a�FortWorthTexas.aov
200 Texas Street
Fort Worth, TX 76102
www.FortWorthTexas.gov/water
Clean water done right every time.
0000
It is my pleasure to serve you, how am I doing?
Please contact my supervisor:
Tavlor.GundermanC(FortWorthTexas.Gov
City of Fort Worth — Working together to build a
strong community.
FORT WORTH
From: Derrick Gage <derrickgage@excelmulching.com>
Sent: Thursday, May 5, 2022 3:05 PM
To: Kasavich, John <John.Kasavich@fortworthtexas.gov>; Landon King <Iking@Ija.com>; Konduru, Kiran
<Kiran.Konduru@fortworthtexas.gov>; Harris, Melissa <Melissa.Harris@fortworthtexas.gov>
Cc: ben@hanoverproperty.com; 0011- Wellington <ntx0011@lja.com>; Brighton Yau <byau@lja.com>; Sholola, Tony
<Anthony.Sholola@fortworthtexas.gov>; Norwood, Walter P <Walter.Norwood@fortworthtexas.gov>; Lynn West
<lynn.west@triadie.com>
Subject: Re: M584 Material Submittal
This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments
unless you recognize the sender and know the content is safe.
Yes sir, the FRP pipe submittal is SN72 from Thompson Pipe Group.
1
Thanks,
Derrick Gage
Operations Manager I Excel Trenching
Utility Division Office: 628 US Hwy. 80 Frontage Rd., Sunnyvale, TX 75182
Utility Division PO Box: 1515 N. Town East Blvd., Suite 138 Box 658, Mesquite, TX 75150
Excel Corporate Office: 2228 SE Loop 59, Carthage, TX 75633
(210) 823-6778 cell
(469) 249-9578 office
derrickaaae( excelmulchina.com
From: Kasavich, John <John.Kasavich@fortworthtexas.sov>
Sent: Thursday, May 5, 2022 2:59 PM
To: Derrick Gage <derrickgage@excelmulching.com>; Landon King <Ikinlg@lia.com>; Konduru, Kiran
<Kiran.Konduru@fortworthtexas.lgov>; Harris, Melissa <Melissa.Harris@fortworthtexas.lgov>
Cc: ben@hanoverpropertv.com <ben@hanoverpropertv.com>; 0011- Wellington <ntx0011@lia.com>; Brighton Yau
<bvau@lia.com>; Sholola, Tony <Anthonv.Sholola@ fortworthtexas.eov>; Norwood, Walter P
<Walter.Norwood@fortworthtexas.gov>; Lynn West <Ivnn.west@triadie.com>
Subject: Re: M584 Material Submittal
Derrick if this is FRP, then this needs to be SN72. Thanks.
John Kasavich.
Sent via the Samsung Galaxy A32 5G, an AT&T 5G smartphone
Get Outlook for Android
From: Derrick Gage <derricksage@excelmulchins.com>
Sent: Thursday, May 5, 2022 1:54:55 PM
To: Landon King <Ikins@lia.com>; Kasavich, John <John.Kasavich@fortworthtexas.gov>; Konduru, Kiran
<Kiran.Konduru@fortworthtexas.eov>; Harris, Melissa <Melissa.Harris@fortworthtexas.gov>
Cc: ben@hanoverpropertv.com <ben@hanoverpropertv.com>; 0011 - Wellington <ntx0011@Ija.com>; Brighton Yau
<bvau@lia.com>; Sholola, Tony <Anthonv.Sholola@fortworthtexas.gov>; Norwood, Walter P
<Walter.Norwood@fortworthtexas.gov>; Lynn West <Ivnn.west@triadie.com>
Subject: Re: M584 Material Submittal
CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments
unless you recognize the sender and know the content is safe.
Landon / All,
We can be available at your convenience for a meeting or conference call. We'II continue to submit material
submittals for review.
Thanks,
Derrick Gage
Operations Manager I Excel Trenching
Utility Division Office: 628 US Hwy. 80 Frontage Rd., Sunnyvale, TX 75182
Utility Division PO Box: 1515 N. Town East Blvd., Suite 138 Box 658, Mesquite, TX 75150
Excel Corporate Office: 2228 SE Loop 59, Carthage, TX 75633
(210) 823-6778 cell
(469) 249-9578 office
derrickaaae( excelmulchina.com
2
From: Landon King <Ikine@lia.com>
Sent: Wednesday, May 4, 2022 9:56 PM
To: Kasavich, John <John.Kasavich@fortworthtexas.eov>; Konduru, Kiran <Kiran.Konduru@fortworthtexas.eov>; Harris,
Melissa<melissa.harris@fortworthtexas.eov>
Cc: ben@hanovercroDertv.com <ben@hanovercroDertv.com>; 0011- Wellington <ntx0011@Ija.com>; Brighton Yau
<bvau@lia.com>; Derrick Gage <derrickeaee@excelmulchine.com>; Sholola, Tony
<Anthonv.Sholola@fortworthtexas.eov>; Norwood, Walter P <Walter.Norwood@fortworthtexas.eov>
Subject: RE: M584 Material Submittal
All,
I think it would be good to set up a time to discuss how we are to process this CO with the awarded contractor on the
line as well. I just want to make sure that if there are things we can start now in order to make this change go smoothly
after we sign the contracts, that we do.
Kiran-can you coordinate internally with staff and set up a time to meet with myself, Derrick (contractor) and Ben to
discuss? I think having Melissa on the call too would be helpful in case she can offer any advice on this matter.
Melissa -the short of this is that the contractor has indicated that we can save some significant time, and money with
changing the pvc to FRP, which is allowed per the specs. We won't make this change until after the CFA and contracts
have been executed, so this will happen as a CO.
John/Tony-can you confirm for the contractor that FRP is an acceptable replacement for the pvc on this project? He
needs your confirmation before he can order the materials, and there is a lead time that we're dealing with.
Thanks everyone,
Landon King, P.E.
Senior Project Manager— Land Development
WA Engineering I We Seek Solutions
3017 W. 7th Street, Suite 300, Fort Worth, Texas 76107
817.288.1965 p 1817.999.1983 c
From: Kasavich, John <John.Kasavich@fortworthtexas.eov>
Sent: Tuesday, April 19, 2022 5:47 PM
To: Landon King <lking@lja.com>; Konduru, Kiran <Kiran.Konduru@fortworthtexas.gov>; Norwood, Walter P
<Walter.Norwood@fortworthtexas.eov>
Cc: ben@hanoverorooertv.com; 0011- Wellington <ntx0011@Ija.com>; Brighton Yau <bvau@lia.com>; Derrick Gage
<derrickeaee@excelmulchine.com>; Sholola, Tony <Anthonv.Sholola@fortworthtexas.eov>
Subject: RE: M584 Material Submittal
[EXTERNAL EMAIL]
Landon, it would also help if the plan sheet(s) in question would be attached to this substitution, if this is FRP instead of
DI, since this will also impact the plan callouts. So the callouts in this submittal that reference PVC for the pipe
dimensions will need to be revised for DI pipe, since this appears to be an FRP substitution for the DI part of this
project. Thanks.
John Kasavich.
From: Kasavich, John
Sent: Tuesday, April 19, 2022 5:43 PM
3
THE CITY F FI�� IIRT • IRr 1
- MEANS F l]R C •NS IT ACTCT
M5! SANITARY SEWER
H,
I11
INTEWEOR IMPROVEMENTS
FORT WORTH (SEGMENT 1 & SEGME\'Y' 2)
MATTIE PARKER
MAYOR
DAVID COOKE
CITY MANAGER
MICHAEL OWEN, P.E.
CITY ENGINEER, TRANSPORTATION AND
PUBLIC WORKS DEPARTMENT
CHRISTOPHER P. HARDER, P.E.
DIRECTOR, WATER DEPARTMENT
2/11/2022
IPRC RECORD NO. IPRC21-0158
CITY PROJECT NO. 103521
FID NO. 30114-0200431-103521—E07685
FILE NO,
M584 STA 230+75
MAPSCO NO.
M584 STA 0+00
I OCATION MAP
1"=3000'
19A, 19E, 19J, 19K, 19P,
19Q, 19U, 19Y, 19Z
COUNCIL DISTRICT 7
FEBRUARY 2022
DEVELOPED BY:
HPC WELLINGTON NANCE DEVELOPMENT
CORPORATION
3001 KNOX STREET, SUITE 405
DALLAS, TEXAS 75205
BEN LUEDTKE: (214)-455-6514
X-27161
TEXAS
N III,
CURRENT CONSTRUCTION STANDARDS FOR
DEVELOPMENTS OCTOBER 04, 2019,
SHALL GOVERN ON THIS PROJECT.
UNIT I - WATER & SEWER IMPROVEMENTS
SHEET NO DESCRIPTION
1 COVER SHEET
2
5. EASEMENT LAYOUT SHEET & CONTROL POINT PLAN — START TO STA 122+06
6 EASEMENT LAYOUT SHEET & CONTROL POINT PLAN — STA 122+00 TO END
] SANITARY SEWER BASIN MAP
OB23/�, AN A R DA D R IL — +
9 SANITARY SEWER 'LAN AND PROFILE 1 +L
REVREV OB//23/2022024'6�R1. a—R �, AN A' EW R ,A �, D -0'
11 SANITARY SEWER 'LAN AND PROFILE — 27+50 TO 36+00
12 SANITARY SEWER 'LAN AND PROFILE — 38+00 TO 45+50
13. SANITARY SEWER 'LAN AND PROFILE — 48+50 TO 59+00
14 SANITARY SEWER 'LAN AND PROFILE — 59+00 TO 69+50
REV 06/23/2027 j8=Rf' SANITARY' SEWER' PLAN 4ND'PRbFILE--69Y506T0'80Y0DT
REV 06/23/202216—R1. SANITARY SEWER 'LAN AND PROFILE — 80+00 TO 90+50
REV 06/23/202617—R1 SANITARY SEWER 'LAN AND PROFILE — 90+50 TO 101+00
REV 06/23/200418—R1 SANITARY SEWER 'LAN AND PROFILE — 101+00 TO 111+50
REV 06/23/20 19—R1 SIT RY SE ER 'LA A D RD IL — 111 50 TO 12 +0
2D. SANITARY SEWER 'LAN AND PROFILE — 122+00 TO 132+50
21. SANITARY SEWER 'LAN AND PROFILE — 132+50 TO 143+0D
22. SANITARY SEWER 'LAN AND PROFILE — 143+00 TO 153+50
23. SANITARY SEWER 'LAN AND PROFILE — 153+50 TO 164+00
24. SANITARY SEWER 'LAN AND PROFILE — 164+00 TO 174+5D
25. SANITARY SEWER 'LAN AND PROFILE — 174+50 TO 165+00
26. SANITARY SEWER 'LAN AND PROFILE — 185+00 TO 195+5D
27. SANITARY SEWER 'LAN AND PROFILE — 195+50 TO 206+00
28. SANITARY SEWER 'LAN AND PROFILE — 206+00 TO 216+50
29. SANITARY SEWER 'LAN AND PROFILE — 216+50 TO 227+00
30. SANITARY SEWER 'LAN AND PROFILE — 227+00 TO END
31 SANITARY SEWER STUB PROFILES
32. SANITARY SEWER STUB PROFILES
33. POTHOLE POINT TABLE
34. DETAILS
35. DETAILS
36. DETAILS
37. DETAILS
CITY OF FORT WORTH GENERAL NOTES
GENERAL CONSTRUCTION NOTES
OVERALL SANITARY SEWER MAP
- 6
J:iran KonAuru, 5 E.
Kuan Korn , P E (Mar 2,20220957 CST)
DIRECTORS DESIGNEE FOR CONSTRUCTION
PLAN APPROVAL
RESOLUTION NO. 01-10-2020
PREPARED BY: k.�, , Kortr7urcy P
LJA Engineering, Inc. l,� Kuan Konduru,PE (Ma1'2,20220956 CST)
3017 West 71h Street Phone 469.621 0710 REVIEWED
SUITE 300 PROJECT MANAGER
Fort Worth, Texas 76107 FRN - F-1388
AR
56
T
TO
00
a T• 2gllos.
Mar 2, 2022
DATE:
Mar 2,2022
DATE:
0
22
X-27161 ;w
11VARNINGII
APPROXIMATE LOCATION OF
EXISTING BURIED GAS LINES
(CONTACT ENLINK), BURIED
WATER LINES (CONTACT COM),
AND OHE. CONTRACTOR TO
VERIFY LOCATION PRIOR TO
CONSTRUCTION
VVN
STA 1+2460 14-584-
N 7016364 06
E 2314108 B3
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER DOOR
END DP5 AND BEGIN DP6
STA D+00 M564 -
STA 114+56.23 FOSSIL HILL ESTATES - SS EXTENSION
MAJOR MANHOLE ADJUSTMENT ON EXISTING 5' DIA MANHOLE PER 33 05 14
WITH CORROSION PROTECTION PER 33 05 14 AND WATERTIGHT HINGED MANHOLE
FRAME, COVER, AND GRADE RINGS PER DODB
REMOVE 15 LF EXISTING SEWER STUB
PROPOSED 27" PVC TO BE INSTALLED WITH COFW APPROVED BOOT CONNECTOR
Dr SANITARY
SEW'EF' LINE
_ORV SEWER
PRO.E71 ILLIMPER EX 18 SANITARY
P54
% 0862 PRO ED1 TN 1MBER
FS46 57L5b014 PPLU
DOE 2,2
X-PEED
735
730
725
720
ry 715
710
NIB
705
700
STA 2.053 M-584-
N 7016354 08
E 2313962 88
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER. AND GRADE RINGS PER DODB
STA 2+3D 25 M-584=
N 7016364 06
E. 2314003 18
END BORE
WATERS OF THE US
PER LJAES REPORT
DATED SEPTEMBER
2D21 BACKFILL IN
ACCORDANCE WITH
USAGE NWP 58
INSTALL 2$1 SY�
1' L1EEP GABION
MATTRESS
1+2102 M-- 84=
N 7016364 06
E: 2314106 41
BEGIN BORE
1 \
v1-584
0+OD 1+)0
125' 6 C'EI C7T 1t3'I B'
J 2
1
.13
WA ER OP
7 ' ^
f i1�it%- `%�
07'ly7.4
ry.ac rJ ew4 SOT I
151175
�EHISiL F4:
�.. fiC ,- A�
1W\r\
3+00
371
to
co
co
e
k.
1D0-YEAR
FLOODPLAIN PER
FSR-21-.8
4+00 5+00
Ex1RA AU N16a�
L9 .)
GENERAL NOTES:
1 ALL MANHOLES SHALL BE LINED WITH A
STRUCTURAL LINER SYSTEM FOR INTERIOR
CORROSION PROTECTION (WARREN
ENVIRONMENTAL N COMA 301. ARC 3 HB BY
A W. CHESOLES I COMPANY PER 33 39 ALL W
2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
0 20 40 BO 3E INSTALLED WITH CONCRETE COLLARS PER W 33 65 iJ AND MARKER POLES PER DETAIL
L � ON SHEET 35
077
NOTE' 3 ALL TO BE INSTALLED WITH 0,
TUNNELEL LINER
P PLATE PER DETAILS D203 AND 0,
SEE SHEET 33 FOR D204 ON SHEET 36
POTHOLE POINT DATA 4 CONTRACTOR SHALL FIELD VERIFY EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
5 ALL SANITARY SEWER MAINS SHALL BE PS115
ASTM F879 PVC OR FRP D3262 SN72
UNLESS OTHERWISE NOTED
6 INSTALL ALL SANITARY SEWER PIPE, FITTINGS,
AND APPURTENANCES AS SHOWN IN THESE
PLANS AS SPECIFIED IN SECTION 33 03 1D
AND IN ACCORDANCE WITH THE PIPE
MANUFACTURER'S RECOMMENDATIONS.
J PIPE CAPACITIES SHOWN FOR WINNINGS
6+00 6 4.0
i IL
EN
720
W
Z_
J 715
{ Ih K
Ce1656Te✓as 762E6
71UI PEGGY PRESTON
-I DUNN' PRESTON
705
700
08/33/2022
735
730
B CONTRACTOR IS PERIAGTED TO REMOVE ALL
TREES WITHIN THE EASEMEM. TREES OUTSIDE
OF THE UTILITY EASEMENT SHALL BE
PROTECTED AND TREE REMOVAL WITHIN THE
EASEMENT SHALL BE LIMITED AS MUCH AS
PRACTICABLE
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
AREA:
FORT WORTH WATER DEPARTMENT (817)392-8296
TRANSPORTATION Y PUBLIC WORKS (817)392-81D0
TARRANT COUNTY (817)26E-7817
TEXAS 0NE-811 CALL SYSTEM (8D0)DIG-TESS
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION.
BENCHMARKS:
BLIP
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET 43' THE SOUTHWEST
CORNER OF WELL PAD "TODD-JARVIS (PAD By
N:7015468.0 E 2308700.5 ETD/ 781 196
B105
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET ON THE NORTH SIDE
OF WELL PAD TURN -IN FOR WELL PAD -TODD
SOUTH (PAD E)"
07016649.3 E.23'0020.0 ELEV 782719
BMg6
•X"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BENT DAK DRNE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF NAGLEY ROBERTSON ROAD
N:7016710.3 E23'4126.7 ETD/ 731 202
Re/24/2Pz
1 BATE
0 FLPucen DIP.8 FRP
REVISION
SANITARY SEWER PLAN
AND PROFILE
START TO STA 6+50
725 M-584 Sanitary
Sewer Interceptor
f° Improvlements
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
I LOP
I BY
IA
PM1cn3 409.0
FRY - F-1.
LJA PROJECT ID
M360-0011M
OATS FERIA. 2022
SCALE
110R2. 1- - 85.
NENE 1' - 4'
SHUT
8—R1
OF 37 SHEETS
EX STORM
DRJRAGE
STRUCTURE
17 D0
745
740
735 p —
n I
30 _
N_
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Z_
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N: 7917469.22
E 2313397 50
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER D008
& WITH WAGER 2D50-5D-IP PER
DETAIL SHEET 37
IDO-YEAR '
FLOODPUJN PER
MR-21-056
STA 1,3037 M-55
N 7017480 99
E 2313388.47
BEGIN BORE
E RA
DEPTH
6')
69 VF,
1- LF IT
Jr2F �
198
iuli1I
's 715 ,dmrrr�� H
710 L
18-0D
100-YEAR
FLDODPLA N PER
FSR-21-D56
APPROXIMATE LOCATION OF
EXISTING BURIED 'NATER LINE
(CONTACT COEW) AND STORM
SEWER (CONTACT COND
CONTRACTOR TO VERIFY
LOCATION PRIOR TO ��//
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BORE ++IPIT
_NL
ErJ
gw
STA 20+7M-
N 2317753.13.55
23 E 13177.66
END BORE
21+0C
tEX (RA
DEPTH
61)
_3 /F
STA 20+76.62 M-584-
N 7017754.72
E 2313175 43
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME, J 1D0-YEAR
COVER, AND GRADE RINGS PER D008 FLOOOPIAIN PER
i3 FSR-21-056
22
TI M-584
73
v1-584
22 DC
,TU TAk GI '01. ND 5 PrE
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II
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FENCE �ttP) �
23 DD
STA 27+s980 0-5
N: 7018279.01
E 2312770 32
INSTALL 5' DIA STD MANHOLE WITH
WAGER 300D MANHOLE SCRUBBER
SEE DETAIL
SHEET 37
RSCE 100<Y'0R
EXISTING GRAVEL GAS ACC ROAD.
__----� ——(CONTRGTOR-T SURE ACRES —
3yIS MAINTAINED AT�AL /991E
24
GEOTEC.HNICAL BORE 3
ALPHA TESTING
REPORT W212227
24 0D
56 1 E ?a P71 5 ABM BH9 F5 9' 1'
1Ff r ,J r /. �'.
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WFRNING!!
APPROXIMATE LOCATION OF
BURIED CAS LINES (CONTACT
ENLINK AND BARNETT),
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION
:6 0D
JI
IL
11 (T1 4A) Pi 1
OTO
CA'A(
GENERAL NOTES:
1 ALL MANHOLES SHALL BE LINED WON A
STRUCTURAL LINER SYSTEM FOR INTERIOR
CORROSION PROTECTION (WARREN
ENVIRONMENTAL SYSTEM 501, ARC S1 HB BY
A W. CHESTERTON COMPANY PER 33 39 60,W
2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
BE INSTALLED WITH CONCRETE COLLARS PER LT,
33 D5 17 AND MARKER POLES PER DETAIL
DD16 ON SHEET 35
3 ALL TUNNELINGS TO BE INSTALLED WITH
TUNNEL LINER PLATE PER DETAILS D203 AND ocT
0 20 4D 80 D204 ON SHEET 36
— 4 CONTRACTOR SHALL FIELD VERIFY EXISTING L
UTILITIES PRIOR TO CONSTRUCTION.
NOTE 5 ALL SANITARY SEWER MAINS SHALL BE PS115
/, SEE SHEET 33 FOR ASTM F679 NC OR FRP D3262 SN72
.9� POTHOLE POINT DATA UNLESS OTHERWISE NOTED
Cl>x 6 INSTALL ALL SANITARY SEWER PIPE, FITTINGS,
AND APPURTENANCES AS SHOWN IN THESE
PLANS AS SPECIFIED IN33 05 0 AND IN ACCORDANCE WITHTHE
MANUFACTURER'S RECOMMENDATIONS.
7 PIPE CAPACRIES SHOWN FOR WINNINGS
Ar(ING
ESS ROAD
27+00
0 CONTRACTOR IS PERMITTED TO REM NE ALL
TREES WITHIN THE EASEMENT. TREES OUTSIDE
X-T OF THE EO 04 EASEMENT SHALL BE
)(‘-TO PROTECTED AND TREE REMOVAL W UCH THE
EASEMENT SHALL BE LINKED AS MUCH AS
PRACTICABLE
GAT N ROUB,LE 9 SEEDING
SERVICE SURFACE RESTORATION
GAT (CENTER ON SEEDING TO BE COMPLETED PER 32 92 13.
P- POSED M-504) WARNING'
EE., 37L ON THE CONTRACTOR SHALL CONTACT THE FOLLOWING
HEEL 37 AT LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS
0 LF EXISTING BARB DAREA:
WIRE FENCE TO/QC FORT WORTH WATER DEPARTMENT (817)392-8296
REMOVED AND TRANSPORTATION Y PUBLIC WORKS (817)392-8100
REPLACED 1 TARRANI COUNTY (017)26E-7817
T TEXAS ONE-511 CALL SYSTEM (8G0)DIG-TESS
n o 1 SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
4 CONFACT INFORMPTION.
+' ac� „+ BENCHMARKS:
BMg4
0 R� 5/B-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET AT THE SOUTHWEST
CORNER OF WELL PAD "TODD-JARVIS (PAD Bl'
N:7015466.0 E 2308750.5 ELEV 781 196
5/B-INCH IRON ROD WITH YELLOW PLASTIC OAP
STAMPED "LJA SURVEYING. SET ON THE NORTH SIDE
OF WELL PAD TURN -IN FOR WELL PAD -TODD
SOUTH (FVD E)"
N7016649.3 E.23'0020.0 ELEV 782710
BM4'6
"X"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BENT DAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF NAGLEY ROBERTSON ROAD
9:7016710.3 E23'4126.7 ELEV 731 202
27+50
745
- 740
EXTRA -
DEPTH — �V
6iQ
1T.0 v)F
N
I1--w
735
730
725
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71 ;:o0
1 . PRESTON
RD/s0/200
! OATE
/A REPLACED DIP van FRP
REVISION
SANITARY SEWER PLAN
AND PROFILE
17+00 TO 27+50
M-584 Sanitary
Sewer Interceptor
Improvements
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
715
710
08/23/2022
I LOP
I3Y
IA
FRN-F-1301
LJA PROJECT ID
M360-00110
OATS FEBRUARI 2022
SCALE
HOU. T 40'
NEM: 1' - 4'
SUM
1 0 — R 1
OF 37 SHEETS
J
BONGS
RANCH
KEY MAP
69 -5O
I I I
760
755
750 0
rn
'45
N
57
A 1DD-YEAR
LOODPIAIN PER
IRM 484392, 045L,
EFFECTNE DATE
3-20-19
37
C36
_755
STA 72+16 S8 M-584=
N: 7D21552 66
E: 2310912 65
INSTALL 5' DIA STD MANHOLE WITH
WAGER 3000 MANHOLE SCRUBBER
2
70+00 71+OD
1 1 1 1 1 1 1 1 1 1
SESHE DEETETAIL 37
850
7.5
STALL SILT
CE TYP)
2
FF�C 4
'mw FEW FE1 -YEAR
_p0
EST IN PER
FIRM 390I 45L.
72+00
I I I II I
W �+� .-
74o ✓G
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r`
735
s 730
o� 725
\IVV
WARNING!!
APPROXIMATE LOCATION OF
BURIED GAS LINES (CONTACT
SOUTV ES ERN AND BA NETT)
AND WATER LINES (CONTACT
COFW) CONTRACTOR TO
VERIFY LOCATIO
CONSTRUCTION
Ix
230 LF EXISTING WOQD
FENCE TO BE REMOVE,
AND RELOCA ED
x
S'A 76+56 51 M-584-
N 7021992 93
E 231090104H
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER DDOB
M-584
STA 7948 62 M-584-
N- 7022217 37
E: 2,0642 84
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAIAE,
COVER. AND GRADE RINGS PER DOSS
END DP4 AND BEGIN DP6
N PRIOR TO
•
IL J INSTALL OCH (CENTER
RE . /
GATE (EERIER ON
PROPOSED
SEE DETAIL TAIL ON ON
SHEET 37
BD LF ISTING WOOD FENCE I'
TBE REMOVED AND
REPLACEDEX I
OHE
TO
POLE TO 212 LF STEEL
REMAIN CASING
STA 77+66 03 M-584=
N 7D22D6470
E 231081838
BEGIN BORE
73+DO 74+0D 75+0D 76+00
1 1 I I I I I I I8116 BY 101;N ICTIF WITH' KEPI TRENCH ISADKHLL 11 1 1 1 1 1 1 1 1 1
I DOTHYF
FLE ;N.TRI4 GI 0(Nde E
4
IF,./ LC 7,
10)00'
SENDING
BORE PR
I I
J
1 EXTRA
DEPTH
6) B9 VF
77 DD
10-
II/P*84
V 'I
78 0:
GENERAL NOTES:
1 ALL MANHOLES SHALL BE LINED WITH A
STRUCTURAL LINER SYSTEM FOR INTERIOR
CORROSION PROTECTION (WARREN
ENVIRONMENTAL SYSIEIA 301, ARC 51 HB BY
� A W. CHESTERTON COMPANY) PER 33 39 60. w
2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
BE INSTALLED WITH CONCRETE COLLARS PER ,FLF,
33 OS 17 AND MARKER POLES PER DETAIL
ALL TUNNELINGS TO BE INSTALLED WITH =1-
TUNNEL LINER PLATE PER DEMJLS D203 AND 0,
D204 ON SHEET 36
d's UTILITIES PRIOR TO CONSTRUCTION.
5 ALL SANITARY SEWER I.INS SHALL BE PS115
UNLESS OTHERWISE NOTED
6 INSTALL ALL SANITARY SEWER PIPE, FrRINGS,
AND APPURTENANCES AS SHOWN IN THESE
AND IN ACCORDANCE WITH THE PIPE
MANUFACTURER'S RECOMMENDATISNS.
�33
YPOTHOILEET POIVT FORDATA
3
RECEMNG\ '
B9-aj�r�. T �J
A 0222040 IA-5.4=
N 2310654 03
E: BORE 8.18
END BORE490 ICI
FERIA 100-YEAR
FLOOD'LAIN PER
FIRM 40439C00451
EFFEC,TNE DATE
3-2D-19
79+0E
1I
31-
o. EL'
s
F 121 *f L'15116
V A
7'FFL e- ram.
BD D0
1B
760
755
I 0
DEPTH 750
.1
0
ro
(5)
745
0 CONTRACTOR IS PERMITTED TO REMOVE ALL
TREES WITHIN THE EASEMENT. TREES OUTSIDE
OF THE UTILITY EASEMENT SHALL BE
PROTECTED AND TREE REMOVAL WITHIN THE
EASEMENT SHALL BE LIMITED AS MUCH AS
PRACTICABLE
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
AREA:
FORT WORTH WATER DEPARTMENT (817)392-8296
TRANSPORTATION 9 PUBLIC WORKS (817)392-8100
TARRANT COUNTY (817)26E-7817
TEXAS ONE-811 CALL SYSTEM (800)DIG-TE55
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION.
BENCHMARKS:
131,110
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING SET AT THE SOUTHWEST
CORNER OF WELL PAD "TODD-JARVIS (PAD ER
N:7015466.0 E 2308700.5 ELEV 781 196
BIOS
SAS -INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET ON THE NORTH SIDE
OF WELL PAD TURN -IN FOR WELL PAD -TODD
SOUTH (PAD E)"
N7016649.3 E.23'0020.0 ELEV 782710
13106
•6"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BENT DAK DRNE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF BAGLEY ROBERTSON ROAD
6:7016710.3 E23'4126.7 ELEV 731 202
1,8/25/202
BATE
0 REPLACED DIP vnn FRP
REVISION
SANITARY SEWER PLAN
AND PROFILE
69+50 TO 80+00
M-584 Sanitary
Sewer Interceptor
Improvlements
CITY OF FORT WORTH
W TARRANT COUNTY, TEXAS
Z_
740
_ {t�
6060 D 6 ier " :T av
H 11e 460
� DaIIa; TDvaD 762E6
7351
CLSGN. PRESTON
-I DRAINS. PRESTON
725
08/33/2022
LiTP
3Y
IA
PM1cn3 4'09.6
FRN-F-1386
LJA PROJECT ID
NT360-0011TA
OATS FEBRUARY 2022
SCALE
HORr 1" - 40'
VER1: 1' - 4'
SHEE1
1 5 - R 1
OF 37 SHEETS
765
760
755
50
80 DD
0
0
CO
W
Z-
ri 745
740
boo
s 735
730
L EXISTING OHE
INSTAL
81 0C
_/
WARNING!!
APPROXIMATE LOCATION OF
BURIED GAS LINES (CONTACT
SOUTWESTERN AND BARNETT)
AND WATER LINES (CONTACT
COFW) CONTRACTOR TO
VERIFY LOCATION PRIOR TO
CONSTRUCTION
STA 83+5048 -5043 5.43 N 231039
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER DODB
& WITH WAGER 20PER
DETAILTAIL SHEET
SHEET 37
4=
43
30
COVER, AND(GR3DE RINGS PER DC0
& WITH�WAGZR DETAIL SHEET
PE
T DETAIL SHEET 37
X X X
_24= 82
M-584
f24=
GEOTECHNICAL BORE 9
ALPHA TESTIN
REPORT W21
32- DC
^E U
REPOT
EMBER 2A
33 JD
o I T
34 0C
FEMA 100-YEA"
FLOODPUAIN PE"
FIRM 48439C004'L,
EFFECTIVE DAT
3-20-19
FPS
REMOVE AND REPLACE
270 SY OF EXISTING
SIDEWALK
CONTRACTOR TO PROTECT
EXISTING CONCRETE STRUCTURE
STA 88+70 71 M-584=
N 7D2267453
E. 2309935 61
BEGIN BORE
n i23L
ce"
REMOVE AND REPLACE �� \ E
270 SY OF EXISTING
SIDEWALK
CONTRACTOR TO PROTECT
EXISTING SIDEWALK
IZTA 68+2824 M-"
Jr"
INSTALL 5' DIA 3 STA 88+28 24 M-584=
WATERTIGHT ✓' N 7022633 31
COVER, E. 2309946 01
INSTALL 5' CM STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER D008
—584
85+13I 13 DD 87 0D
869' B' C 'EI C 1T WIC FEE 13E1 ICF MCKFILII
1e=1/
err F FKI1 J C�',, i Y: '.c i M'
J — -
4.4
�.. o• F F•1 fi VI
�uF T y! k
''sg M,
122 LF 4 " STEEL
CASING
STA 89+92.96 M- 321
--
N \\\I
E 230990099064E
END BORE
38+00
I I
D 20 40
NOTE:
SEE SHEET 33 FOR
POTHOLE POINT DATA
89- 0D
I I 1 2' BY BI RE
F 12A S L 30
1
Iv
O'X20'
RECENING
BORE PIT
26
4
0
BONGS 1U�6
4RANDH t5
�14
IITIl1` —�10
KEY MAP gA
90 DC 90 50
59' B` C.'ES
f
i.
e
765
760
0 755
0
rn
H 750
rn
W
Z
J
745
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.
2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
BE INSTALLED WITH CONCRETE COLLARS PER W
33 D5 17 AND MARKER POLES PER DETAIL
D016 ON SHEET 35
3 ALL TUNNELINGS TO BE INSTALLED WITH
TUNNEL LINER PLATE PER DETAILS D203 AND ocs
D204 ON SHEET 36 :24 CONTRACTOR SHALL FIELD VERITY EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
5 ALL SANITARY SEWER MAINS SHALL BE PS115
ASTM F679 PVC OR FRP KM SR"
UNLESS OTHERWISE NOTED
6 INSTALL ALL SANITARY SEWER PIPE, FITTINGS,
AND APPURTENANCES AS SHOWN IN THESE
PLANS AS SPECIFIED IN SECTION 33 05 1O
AND IN ACCORDANCE WITH THE PIPE
MANUFACTURER'S RECOMMENDATIONS.
7 PIPE CAPACITIES SHOWN FOR WINNINGS
B CONTRACTOR IS PERMITTED TO REMOVE ALL
TREES WITHIN THE EASEMENT. TREES OUTSIDE
OF THE UTILITY EASEMENT SHALL BE
PROTECTED AND TREE REMOVAL WITHIN THE
EASEMENT SHALL BE LIMITED AS MUCH AS
PRACTICABLE
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
AREA:
FORT WORTH WATER DEPARTMENT (817)392-8296
TRANSPORTATION Y PUBLIC WORKS (817)392-81D0
TARRANT COUNTY (817)26E-7817
TEXAS ONE-811 CALL SYSTEM (800)DIG-TESS
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION.
BENCHMARKS:
B1A#4
5/B-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET AT THE SOUTHWEST
CORNER OF WELL PAD "TODD-JARVIS (PAD B)'
N :7015466.0 E 2308700.5 ELEV 781 196
BMNS
5/6-INCH IRON ROD WITH YELLOW PLASTIC .CAP
STAMPED "LJA SURVEYING' SET ON THE NORTH SIDE
OF WELL PAD TURN -IN FOR WELL PAD -TODD
SOUTH (PAD E)"
N'016649.3 E.23'0020.0 ELEV 782710
BMg6
•%"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BENT DAK DRNE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF VAGLEY ROBERTSON ROAD
N :7016710.3 E23'4126.7 ELEV 731 202
Re/20/2oz
1 BATE
A REPLACED DIP von FRP
REVISION
SANITARY SEWER PLAN
AND PROFILE
80+00 TO 90+50
M-584 Sanitary
Sewer Interceptor
Improvlements
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
t!hD ncDDTD HessK
S Ik 400
D311 ,Toes, TU.
7401 CESIGN. PRESTON
—I DRAWN. PRESTON
735
730
08/33/2023
I Lop
I BY
IA
ERN -F-138ti
LJA PROJECT ID
NT36O-00111.1
DATE FEBRUARY 2022
SCALE
HOR, 1- 4D.
NEM: 1' - 4'
SHUT
16-R1
OF 37 SHEETS
S'TA 9� 1 61 AI-584=
N. 7023008 37
E 2309853 19
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER D008
90 5D
770
765
760 p
_ Ln
55
LrI
N
r_a 750
W
- U PA,gC iY 9 83 AM' VD
l iFliuliEMIyA�,c11� i��
'1- DC
745
FEMA 100-YE,R
FLOODPVAIN P.R
FIRM 48439CD0
EFFECTIV
93 0C
ExIF;
DEPTi
(>6' I
4
INSTALL SILT
FENCE (TYPO
`4+DC
95
S A 16+45 38 M-584=
N 7023059 91
E 2300425 52
INSTALL 5' DIA STD MANHOLE WITH
WAGER 3000 MANHOLE SCRUBBER
SEE DETAIL
SHEET 37
'5 0D
M-584
96 0D
INSTALL 323 SY
1' DEEP GABION
MATTRESS
`7- DC
1:50 B 1 WTI WI,H d p RE V011 NCIF1l~.
I I
114 LF 2"."1I,4,%`.(21 3
21)
' 740
u N
o 735 0 , 1 �.J
G1ILL F ON 13�ZI �11'l � V?
44
FE 100-YEAR
FM A'LAIN PER\
39C0045L
EFFECTIVE DATE
3-20-19
WATERS OF THE US
PER WAES REPORT
DATED SEPTEMBER
21321 BACKFILL I.
ACCORDANCE IN
USAGE NNW 58
18- DD
LDI
99 0:
���p>�vy Txp
')ti f :
IN
L 1
b< I IJ,4 ;_
II ,D TIT': (.471)M D
rcD C1 PA.
0C 0
0 20 4D DO GENERAL NOTES:
1 ALL MANHOLES SHALL BE LINED WITH A
1 STRUCTURAL LINER SYSTEM FOR INTERIOR
CORROSION PROTECTION (WARREN
ENVIRONMENTAL SYSTEIA'A1, ARC S1HB BY ,
I'yll A W. CHESTERTON COMPANY) PER 33 39 60. w
■'2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
BE INSTALLED WITH CONCRETE COLLARS PER W
33 D5 17 AND MARKER POLES PER DETAIL In
D016 ON SHEET 35
3 ALL TUNNELINGS TO BE INSTALLED WITH 80
TUNNEL LINER PLATE PER DETAILS D203 AND 09
Ny D204 ON SHEET 36 L 4
6`L CONTRACTOR SHALL FIELD VERIfY EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
5 ALL SANITARY SEWER MAINS SHALL BE PS115
ASTM F679 PVC OR FRP D3262 SR"
UNLESS OTHERWISE NOTED
6 INSTALL ALL SANITARY SEWER PIPE, FITTINGS,
AND APPURTENANCES AS SHOWN IN THESE
-HI PLANS AS SPECIFIED IN SECTION 33 05 1D
0 AND IN ACCORDANCE WITH THE PIPE
0
_, MANUFACTURER'S RECOMMENDATIONS.
7 PIPE CAPACITIES SHOWN FORM MAKINGS
0
01+0D
770
765
B CONTRACTOR IS PERMITTED TO REMOVE ALL
TREES WITHIN THE EASEMENT. TREES OUTSIDE
OF THE UTILITY EASEMENT SHALL BE
PROTECTED AND TREE REMOVAL WITHIN THE
EASEMENT SHALL BE LIMITED AS MUCH AS
PRACTICABLE
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
AREA:
FORT WORTH WATER DEPARTMENT `817)392-8596
TRANSPORTATION Y PUBLIC VIORKS (817)39C-81D0
TARRANT COUNTY (817)26E-7817
TEXAS ONE-811 CALL SYSTEM (800)DIG-TESS
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION.
BENCHMARKS:
BIAR4
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET AT THE SOUTHWEST
CORNER OF WELL PAD "TODD-JARVIS (PAD By
N:7015468.0 E 2308700.5 ELEV 781 196
BMNS
5/8-INCH IRON ROD WITH YELLOW PLASTIC GAP
STAMPED "LJA SURVEYING' SET ON THE NORTH SIDE
OF WELL PAD TURN -IN FOR WELL PAD -TODD
SOUTH `PAD E)"
N7016649.3 E.23'0020.0 ELEV 782710
BIARD
•%"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BENT DAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF WAGLEY ROBERTSON ROAD
N:7016710.3 E2044126.7 ELEV 731 202
pe/BATE z
BATE
/4 REPLACED DIP vnn FRP
REVISION
SANITARY SEWER PLAN
AND PROFILE
90+50 TO 101+00
760 M=584 Sanitary
- Sewer Interceptor
�- -- — Improvlements
755
In
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
J 750
K
U Soso D ncgDTer�Dw,v
- s4 400
e,lraE 4g.a§ 752cs
7451 CLSIGN. PRESTON
-I CONY PRESTON
740
735
08/33/2023
LOP
3Y
Hs98sI.aFu
FRN-F-138ti
LJA PROJECT ID
NT360-00111A
OATS FEBRUARY 2022
SCALE
HORZ 1" 40'
VERN 1' - 4'
SHED
17—R1
OF 37 SHEETS
2
22
BONDS
4RANCH
1, 17
KEY MAP
ARNING..
APPROXIMATE LOCATION OF
BURIED GAS LINES (CONTACT
ENERGY TRANSFER, ENLINK,
SOUTWESTERN, AND BARNEIT) A
AND WATER LINES (CONTACT ,
COFW). CONTRACTOR TO
VERIFY LOCATION PRIOR TO
.CONSTRUCT ON
EXISTING ASPHALT
R0.17
INSTALL �s' OD�eLE
�F6 GATE (CENTER 40N
PROPSEE DOSED ETATALV4 IIL 3N
SHEET 37.
r
®—
101+00 02+00
An' PYI nl4FN1 NIT 1ITA I I
'Lt✓ REr01 BAIL
u`o
1
765
780
775 +-F'^D
YR
O /�-- -.,,),
/ _ Ft i _
E 1-
70
IJ I EXTRA
Z DEPTH
OA')
129 VF
r9 765 4, L :i I
PS 1E .,s-r, -
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le 14 ( 51C/-� T_EI;H s-m1
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ITT/T
760
va Oo
us 755
750
111
11,111
0,1
4
fl'\
pal
1+89 74
N 7023E57 20
E. 23088E1 16
BEGIN BORE
STA 101+49-4 M-584-
N 7023057 40
E: 2308921.16
INSTALL 5' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER D008
04+01
NA UR \LI �R IUI D D I'IPI
1/D YR
rI.TY r W
11
05+01
STA 104+2341 M-584= ce/ f i\ '
N 7D23056 D4 i� \
E 230864]49 -�
END BORE f ,h \;0
1 20'
MEN.
BORE PIT
0, U6/ FENCE VP) —
M-584
06+01
m.337 3372
J —
07+01
EXTRA
DEPTH
(>6'
-15 8�F
FliCA E
A
0/
- . RKI ILL
0
STA t +7441-58.=
N 7023441 22
E. 2300251 91
INSTALL 4' DIA STD MANHOLE WITH
WATERTIGHT HINGED MANHOLE FRAME,
COVER, AND GRADE RINGS PER D000
09 0.
F 1T1 RE GI AD 6 PPE
ks((F o
d
J
ISTA 1D6+54 27 M-584=
7023D54 89
E: 2308416 63
INSTALL 5' DIA STD MANHOLE WITH
WAGER 3000 MANHOLE SCRUBBER SEE
DETAIL
SHEET 37
END DP3 AND BEGIN DP4
to 40
NOTE:
SEE SHEET 33 FOR
POTHOLE POINT DATA
OF T
EPORT
2D BACKFILL
WITH I�Lf[`E_ NWP
UB PE:
'TED 1603,E'
AF RDANC
10+C)PI11+0D 111+50
72( IY N 31T WTH 5 00P TRi1P31 �PEKFI� ,��
i l 1 u u (NC\)�R�lL CT IC
�'I C C 1511] 4J
O
-' E'TRA ll.I
DEPTH
6')
) VF,
780
775
770
765
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,
2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
BE INSTALLED WITH CONCRETE COLLARS PER
33 D5 17 AND MARKER POLES PER DETAIL
GD16 ON SHEET 35
3 ALL TUNNELINGS TO BE INSTALLED WITH 80
TUNNEL LINER PLATE PER DETAILS D203 AND 0,
D204 ON SHEET 36 :24 CONTRACTOR SHALL FIELD VERIFY EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
5 ALL SANITARY SEWER MAINS SHALL BE PS115
ASTM F679 PVC OR FRP D3262 SR"
UNLESS OTHERWISE NOTED
6 INSTALL ALL SANITARY SEWER PIPE, FITTINGS,
AND APPURTENANCES AS SHOWN IN THESE
PLANS AS SPECIFIED IN SECTION 33 05 1D
AND IN ACCORDANCE WITH THE PIPE
MANUFACTURER'S RECOMMENDATIONS.
7 PIPE CAPACITIES SHOWN FOR WINNINGS
B CONTRACTOR IS PERMITTED TO REMOVE ALL
TREES WITHIN THE EASEMENT. TREES OUTSIDE
OF THE UTILITY EASEMENT SHALL BE
PROTECTED AND TREE REMOVAL WITHIN THE
EASEMENT SHALL BE LIMITED AS MUCH AS
PRACTICABLE
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
AREA:
FORT WORTH WATER DEPARTMENT (817)392-8296
TRANSPORTATION Y PUBLIC WORKS (817)392-8100
TARRANT COUNTY (817)26E-7817
TEXAS ONE-811 CALL SYSTEM (800)DIG-TESS
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION.
BENCHMARKS:
B1A#4
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET 4T THE SOUTHWEST
CORNER OF WELL PAD "TCDD-JARVIS (PAD B)'
N:7015466.0 E 2308700.5 ELEV 781 196
BM15
5/8-INCH IRON ROD WITH YELLOW PLASTIC .CAP
STAMPED "LJA SURVEYING' SET ON THE NORTH SIDE
OF WELL PAD TURN -IN FOR WELL PAD -TODD
SOUTH (PAD E)"
N7016649.3 E.23'0020.0 ELEV 782710
B1A#6
•%"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BENT DAK DRNE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF VAGLEY ROBERTSON ROAD
N:7016710.3 E23'4126.7 ELEV 731 202
RD/24/2Dx
I BATE
REPLACED DIP vnH FRP
REVISION
SANITARY SEWER PLAN
AND PROFILE
101+00 PO 111+50
M-584 Sanitary
Sewer Interceptor
Improvlements
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
L.x4 ..�b. K
(.) 6060 D M1 COnTa p10GSVHV
Q 33133 30433 752E6
7FF Z1'1 5 760I cEs1sN
1�. M Fb B. DRAIVN'
UI-L
c,r 755
✓
750
PRESTON
PRESTON
08/23/2022
I LOP
I BY
IA
PM1cn3 469.8
FRN-F-138ti
LJA PROJECT ID
NT360-00111./1
DATE FEBRUARI 2022
SCALE
DOR, 1 - 40'
VERT: 1' - 4'
SHEET
18—R1
OF 37 SHEETS
WARNING!!
APPROXIMATE LOCATION OF
BURIED GAS LINES (CONTACT
ENLINK AND BARNETT)
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION
STA l 21 62 ST116 A-
7D23437.79
23D8003.34
INSTALL END 6A PLUG
UTILITY MARKER POLE PER DD16
STUB A
FLU FROM SBB
($EE SHEET 7)
STA 113+01 23 IA584-
STA 1+00.00 STUB A=
N 7023438 08
E 23081)24 96
INSTALL 5' DIA STD DROP MANHOLE
WITH WAGER 300D MANHOLE
SCRUBBER SEE DETAIL SHEET 37
r� o
1
111+50 12+DO
I I
0, fC Lid
)E TFIC
1-'Tfi� 1
785
765
760
755
13+0D
II I
EXTRA/
DEPTH
2=)J
ONTO
WATER$$ OF THE 6
PER EdSES REPORT
DATED SEPIEMBER
2CC BACKfl WITH
IN
USAGE NWP 58 ,
ff 11f
INSTALL '133 -
DEYEP GA ON
JAAITRESS
NST. ROCK
C CK DAM
GEOTECHNICAL B
ALPHA TESTING
REPORT W2122
� aF WNYI
RILHC'-2�
IRS
\ j
60 LF E.
BARBEF WIRE
FENCE TO BE \ ORS ^3+ C~
RE is ED AND 8 4.�k C�✓
R PLACED
(
NSTALL 16' UUBLE
GATE CENER ON a Q� 54'
PROPOSED'', A Pj{ 179 LF 42",bYEEL
(119
tt�.CA�iNG
‘‘1
\ slug e
LFROM
RTIONS OW OF
35EE SCE ])
10D-YEAR
OODP1AIN PER
-2019-047D
M — 584
15 DI 116+DI 17+0.1
11)90' BY 0f EN CI T
EhISTIHG ONCOR
OTf\Tj1WE�(
18+0P
1
1
FU UhS !FLY, RN PIP- RR( /
Y
WUK'L GI/ILRD BPI
'
f / T - �I AT24JIN
opn
''3 F .7� a,,•
I'EF 3 3, CO FI
� F►�S. *i
JJ,r E0, vAID N2
F 1
v1. "
,
I
19+CI
STA 119+16.08 M-584=
STA 1+00.00 STUB B=
N' 7024003 67
E. 2307783 81
INSTALL 5' DIA STD DROP MANHOLE
WITH WATERTIGHT HINGED MANHOLE
FRAME. COVER. AND GRADE RINGS
PER D008..
A.,..,(1,
J
D
INSTALL SILT
ONCE (TYP)
I
tl
O
121
0 20 40 80
NOTE'
SEE SHEET 33 FOR
POTHOLE POINT DATA
1: (/2
LJ.d
Z
— EXISTING THE
STA 1+20 00 STUB B=
N 7024(111,1
E 2307802.21
INSTALL END k PLUG
TILIIY MARKER POLE PER DD16
EXTRA
DEPTH
( fi)
9 4 IF
20+01
zw
EXISTING ONCOR
OHE TOWERL39/7
21 0'
.nY 1 RR. -I
22+0D
790
p 780
N
N
1- 775
In
770
— 6060 c n Cen3R "pEcsK
Q
—_ ----� 765I CfSIGN.
—teal_✓ •' " , `
(! DRAWN
v�.✓
GENERAL NOTES:
1 ALL MANHOLES SHALL BE LINED WITH A
STRUCTURAL LINER SYSTEM FOR INTERIOR
CORROSION PROTECTION (WARREN
ENV RCHESTER N COMA 501. A C 51 HB BY
60
A W. CHESOLES I COMPANY) PER 33 39 ALL W
2 ALL MANHOLES IN UNIMPROVED AREAS SHALL
BE INSTALLED WITH CONCRETE COLLARS PER
33 05 iJ AND MARKER POLES PER DETAIL u..)
ALL
9 SHIES 35
3 AUL EL LINER S PTO BE R DETAILS
WITH
TUNNEL LINER PLATE PER DETAILS D203 AND .30
DON SHEET 36 L
4 CONTRACTOR
RACTOR SHALL FIELDCONSTRUCTION.
VERIFY STING
ULL 5ANTIES PRIOR TO 90160HALL
5 ALL SANITARY SEWER 1RPD SHALL BE P5116
UASTMNLESS
F679 PVC OR ERP D32fi2 SN72
UNLESS OTHERWISE NOSED
6 INSTALL ALL SANITARY SEWER PIPE, FITTINGS,
AND APPURTENANCES AS SHOWN 3 THESE
PLANS AS SPECIFIED IN SECTION 33 PS 10
AND ACCORDANCE WITH THE PIPE
MANUFACTURER'S RECOMMENDATIONS.
] PIPE CAPACITIES SHOWN FOR WINNINGS
B CONTRACTOR IS PERIAITED TO REMOVE ALL
TREES WITHIN THE EASEMEM. TREES OUTSIDE
OF THE UTILITY EASEMENT SHALL BE
PROTECTED AND TREE REMOVAL WITHIN THE
EASEMENT SHALL BE LIMITED AS MUCH AS
PRACTICABLE
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
AREA:
FORT WORTH WATER DEPARTMENT (817)392-8296
TRANSPORTATION Y PUBLIC VIORKS (817)392-81D0
TARRANT COUNTY (817)26E-7817
TEXAS ONE-811 CALL SYSTEM (8D0)DIG-TESS
SEE SHEET 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION.
BENCHMARKS:
BIAI4
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING' SET AT THE SOUTHWEST
CORNER OF WELL PAD "TODD-JARVIS (PAD By
1,015466.0 E2308700.5 ELBA 781 196
BMNS
5/B-INCH IRON ROD WITH YELLOW PLASTIC GAP
STAMPED "LJA SURVEYING' SET ON THE NORTH SIDE
OF WELL PAD TURN -IN FOR WELL PAD 'TODD
SOUTH (PAD E)"
57016649.3 E.23'0020.0 ELBA 782710
BIAID
'X"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BENT DAK DRNE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF VAGLEY ROBERTSON ROAD
1,016710.3 E23'4126.7 ELBA 731 202
Pa/23/2D,
BATE
09 REPLACED DIP NKR FRP
REVISION
SANITARY SEWER PLAN
AND PROFILE
111+50 TO 122+00
M-584 Sanitary
Sewer Interceptor
Improvlements
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
W
Z
J
760
755
0[4 400
C316s, Tevas 752E6
PRESTON
PRESTON
08/23/2022
3Y
IA
PM1cn3 469.6
ERN -F-1386
LJA PROJECT ID
NT360-00111A
DATE FEBRUARY 2022
SCALE
NOR, T" 40'
VERB 1' - 4'
SHUT
1 9 — R 1
OF 37 SHEETS