HomeMy WebLinkAboutContract 57832-CO4CSC No. 57832-004
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
(PROJECT NAME:
M-584
(CONTRACT:
SANITARY SEWER IMPROVEMENTS
ICFA #
22-0044 I
ICITY PROJECT #
103521
ICITY SECRETARY CONTRACT #
57832
IFID #
30114-0200431-103521-E07685
IFILE #
X-27161
INSPECTOR:
PROJECT MANAGER:
IORIGINAL CONTRACT
ICHANGE ORDER NO 1
ICHANGE ORDER NO 2
ICHANGE ORDER NO 3
ICONTRACT TO DATE
IAMOUNTOFPROP. CHANGE ORDER
IREVISED CONTRACT AMOUNT
TOTAL REVISED CONTRACT AMOUNT
PER UNIT
REVISED COST SHARE
TOTAL REVISED CONTRACT
ARIEL DUARTE
KIRAN KONDURU
CITY PARTICIPATION] YES
Phone No: 817-223-2266
Phone No: 817-392-2237
CHANGE
ORDER No:
4
CONTRACT UNIT
WATER I SEWER I DRAINAGE I PAVING STREET LIGHTS
Northstar
Developer
HPC Developer
Developer
Developer
Developer
Cost
City Cost
Cost
Cost
City Cost
Cost
City Cost
Developer Cost
City Cost
Cost
$0.00
$3,018,184.61
$867,848.62
$5,756,729.07
I $0.00 I
I $0.00
I $0.00
($30,552.24)
(S8,7r
$7,930.89
$2,280.44
$15,126.97
$5,180.11
$0.00
$0.00
$0.00
$0.00
$3,000,743.37
$861,344.07
$5,713,582.27
$0.00 I $0.00
I $0.00
$0.00 I $0.00
$0.00
$0.00
$2,960,662.98
$849,819.36
$5,637,135.02
I $0.00 I $0.00
I $0.00
$0.00 I $0.00
$0.00
$9,447,617.36
I $0.00
$0.00
HPC DEV. COST
$2,960,662.98
I Northstar
Dev. Cost
$849,819.36
(City Cost:
$5,637,135.02
$9,447,617.36
$0.00
Cost
CONTRACT
DAYS
400
0
0
0
400
400
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
CITY BID ITEM
PAY ITEM #
#
QUANTITY
Unit I: Sanitary Sewer Segment 1
I 12
3305.1007
122
I 13
3305.1202
-122
I 19
3231.0211
-190
I 21
3231.0306
-2
I 26
3304.0002
-1
I 47
3305.3010
-122
48
3301.3010
122
49*
9999.0014
6
I 50*
9999.0015
6
I 51*
9999.0016
6
I 52*
9999.0017
6
I 53*
I
9999.0018
12
I
Unit II: Sanitary Sewer - Segment 2
14
3231.0211
-135
15
I
3231.0306
-3
I
IGRAND TOTAL
Asterisk (*) indicates New Pay Item
REASONS FOR CHANGE ORDER
ITEM DESCRIPT ON
I
UNIT PRICE
TOTAL
HPC
Northstar
Cit�(
UNIT
31.30%I
9%
59.70%
LF
42" Casingby Open Cut
$570.00
$69,540.00
$21,766.02J
$6,258.60
$41,515.38
LF
42' Casin_ unnel Liner Plate By ther Than Ope
$1,000.00
-$122,000.00
-$38,186.0 �
$10,980.06
$72,834.00
LF
Barbed Ire Fence, Metal Posts
$10.00
-$1,900.00
-$594.70J
-$171.00
-$1,134.30
EA
16' Gate, Steel I
$2,800.00
$5,600.00
$1,752.8�6��
$504.06
$3,343.20
LS
Cathodic Protection
$70,000.00
-$70,000.00
-$21,910.00
-$6,300.00
-$41,790.00
LF
24" FRP SN72 Sewer Carrier P�e y Other Than
$404.50
-$49,349.00
-$15,446.2 �
-$4,441.4'(
-$29,461.35
LF
24" FRP SN72 Sewer Carrier Pipe By Open Cut
$407.50
$49,715.00
$15,560.80J
$4,474.35
$29,679.86
EA
Cores I
$672.75
$4,036.50
$1,263.4
$363.26
$2,409.79
EA
Epoxy Coating Touch -Up
$339.25
$2,035.50
$637.11
$183.20
$1,215.19
EA
Additional Forms + Reber
$132.25
$793.50
$248.37
$71.41
$473.72
CY
Additional Concrete Material
$205.56
$1,233.38
$386.05
$111.00
$736.33
HRs
Additional Concrete Crew Labor
$266.06
$3,192.77
$999.3
$287.35
$1,906.08
TOTAL I
-$118,302.35
-$37,028.64
-$10,647.21
-$70,626.50
LF
Barbed Wire Fence, Metal Posts
$10.00
-$1,350.00
-$422.55J
-$121.50
-$805.95
EA
16' Gate, Steel I I I
$2,800.00
-$8,400.00
-$2,629.2
-$756.06
-$5,014.80
TOTAL
-$9,750.00
-$3,051.75
-$877.50
-$5,820.75
I
-$128,052.35
-$40,080.391
-$11,524.71
-$76,447.25
Revised: 12-17-2018 Page 2
All items Quantitfy reconciliation of contract and additional line items for revised Manhole with Wager 2050 unit installation
RECOMMENDED:
APPROVED:
APPROVED: APPROVED:
lq�z_datg&
Kivn Grill tv"nck 4 64-
By:
By:
By: kim gill (De%�14, 202310:31 CST) By: Derrick Gage (Dec 1'd, 2 3 17:13 CST)
HPC Wellington Nance
170 Northstar Ranch
Name: LJA ENGINEERING, INC
Name: Development Corporation Name: Developer, Inc Name: EXCEL
Title: Proiect Enqineer
Title:
Title:
APPROVAL RECOMMENDED:
APPROVED:
APPROVED AS TO FORM AND LEGALITY:
CFW - Sponsoring Department
CFW - Assistant City Manager
CFW - Assistant City Attorney
Abu,
By. suby va gese)Decl, 02i—
Dana BurandoFF
By; Dana Burghdoff(Dec18, 02311:33 CST)
By: Richard A. McCracken (Dec 18, 20B 10:20 CST)
Name: Subv Varuqhese
Name: Dana Burghdoff
Name: Richard McCracken
Title: Sr. Professional Engineer
Title: Assistant City Manager
Title: Senior Assistant Citv Attornev
RECOMMENDED:
CFW- *Contract Compliance Manager
Contract Compliance Manager (Project Manager):
�ain.,r Kon�a2�a
By signing I acknowledge that I am the person responsible
By: gran K-d—(Dec14,20231215CST)
for the monitoring and administration of this contract, include
�f onr
ensuring all performance and reporting requirements.
Name: Kiran Konduru
b
0
ATTEST ° z
p There are NO City Funds associated with this Contract
Title: Engineering Manager
A avow®
U
®There are City Funds associated with this Contract
Jannette S. Goodall
M&C Number: M&C 22-0361
City Secretary
M&C Date Approved: 5/10/2022
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised: 12-17-2018
Page 3
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 11 /28/23
LOG NAME: 60WELLINGTON SEWER CO 4
SUBJECT
M&C FILE NUMBER: M&C 23-1024
(CD 7) Authorize Execution of Change Order No. 4 to City Secretary Contract Number 57832, a Community Facilities Agreement with HPC
Wellington Nance Development Corporation and 170 Northstar Ranch Developer, Inc for the Wellington Offsite Sanitary Sewer M-584, Decreasing
the Total Contract Amount by $128,052.35 Including a Decrease in City Participation by $76,447.25
RECOMMENDATION:
It is recommended that the City Council authorize the execution of Change Order No. 4 to City Secretary Contract Number 57832, a Community
Facilities Agreement with HPC Wellington Nance Development Corporation and 170 Northstar Ranch Developer, Inc for the Wellington Offsite
Sanitary Sewer Main M-584 project, decreasing the total contract amount by $128,052.35 including a decrease in City participation by
$76,447.25.
DISCUSSION:
On May 10, 2022, the City Council (Mayor & Council Communication 22-0361) authorized the execution of a Community Facilities Agreement with
HPC Wellington Nance Development Corporation and 170 Northstar Ranch Developer, Inc., with City participation in the amount not to exceed
$5,836,644.49 for an offsite sanitary sewer main M-584 to serve the Wellington, Nance and Northstar Ranch Developments and anticipated future
growth in north Fort Worth.
Change Order No. 4 is necessary to reconcile the quantities of items in the contract and for additional line items and revisions to a manhole.
Change Order No. 4 decreases the City's participation by $76,447.25 and the developer's total participation by $51,605.10. Change Orders 1-3
were executed administratively.
The anticipated cost for the Wellington offsite sanitary sewer M-584 project after execution of Change Order Number 4 is as depicted in the table
below:
HCP Northstar City's Total
Unit 1 - Sewer
$ 2,080,909.67 $ 598,344.63 $ 3,969,019.40 $ 6,648,273.70
Unit 2 - Sewer
$ 937,274.93 $ 269,503.97 $ 1,787,709.67 $ 2,994,488.57
Original Contract
$ 3,018,184.60 $ 867,848.60 $ 5,756,729.07 $ 9,642,762.27
Corrections per CO#1
$ 0.01 $ 0.02 $ - $ 0.03
$ 3,018,184.61 $ 867,848.62 $ 5,756,729.07 $ 9,642,762.30
CO1
$ (30,552.24) $ (8,784.99) $ (58,273.77) $ (97,611.00)
$ 2,987,632.37 $ 859,063.63 $ 5,698,455.30 $ 9,545,151.30
CO2
$ 7,930.89 $ 2,280.44 $ 15,126.97 $ 25,338.30
$ 2,995,563.26 $ 861,344.07 $ 5,713,582.27 $ 9,570,489.60
CO3
$ 5,180.11 $ - $ - $ 5,180.11
$ 3,000,743.37 $ 861,344.07 $ 5,713,582.27 $ 9,575,669.71
CO4
$ (40,080.39) $ (11,524.71) $ (76,447.25) $ (128,052.35)
Unit 1-Sewer
$2,017,934.49 $580,236.75 $3,848,903.81 $6,447,075.05
Unit 2- Sewer
$942,728.49 $269,582.61 $1,788,231.21 $3,000,542.31
Revised Contract
$ 2,960,662.98 $ 849,819.36 $ 5,637,135.02 $ 9,447,617.36
B. Inspections & Testing
1. Construction Inspection Fee
$80,000.00 $26,250.00 $18,750.00 $125,000.00
64%/ 21 % /15%
2. Admin Material Testing Fee
$15,618.75 $5,206.25 $0.00 $20,825.00
75% /25% /0%
3. Water Lab Fee $0.00 $0.00 $0.00 $0.00
C. Public Bid Advertisement Fee $2,773.69 $797.55 $5,290.40 $8,861.64
Total Project Cost $3,059,055.42 $882,073.16 $5,661,175.42 $9,602,304.00
Appropriations for the CFA-Wellington offsite Sewer project are as depicted below:
Fund
CFA Developer —
Fund 30114
Water & Sewer
Bond 2020A — Fund
56017
Existing Additional project Total*
Appropriations Appropriations
$145,825.00
$466,889.00
Sewer Capital
Projects — Fund $6,932,116.00
59608
Project Total $7,544,830.00
This development is located in Council District 7.
$0.00 $145,825.00
$0.00 $466,889.00
$0.00 $6,932,116.00
$0.00 ��$7,544,830.00�
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that approval of this recommendation will have no material effect on City funds.
Submitted for Citv Manaaer's Office bv: Dana Burghdoff 8018
Oriainatina Business Unit Head: Chris Harder 5020
Additional Information Contact: Suby Varughese 8009
X-27161
THE CITY OF FORT WORTH, I, TEXAS
PLANS FOR CONSTRUCTION OF
I
FORT WORTH
,q"r ow—l"
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
IPRC RECORD NO. IPRC21-0158
CITY PROJECT NO. 103521
FID NO. 30114-0200431-103521—EO7685
FILE NO.
M-584 SANITARY SEWER
INTERCEPTOR IMPROVEMENTS
(SEGMENT 1 & SEGMENT 2)
M584
5
LOCATION MAP
1"=3000,
19A, 19E, 19J, 19K, 19P,
MAPSCO NO. 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 LUEDTTO?: (214)-455-6514
PREPARED BY: W���
A Englneering, Inc.
3017 West An Street Phone 469.621.0710
SUITE 300
Fort Worth, Texas 76107 FRN - F-1386
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
CITY OF FORT WORTH GENERAL NOTES
3
GENERAL CONSTRUCTION NOTES
4
OVERALL SANITARY SEWER MAP
5
EASEMENT LAYOUT SHEET & CONTROL POINT PLAN - START TO STA 122+00
6
E SEMEN LAYOU SHEET & CON OL POINT PLAN -STA 122+00 TO END
SANI V S BA MAP
EV 08/23/20228-Rt
SANITARY SEWER PLAN AND PROFILE - START TO STA 6+50
REV 08/10/20239-R4
SANITARY SEWER PLAN AND PROFILE - 6+50 TO 1]+00
NEV O6/10/202310-R1 R4
SANITARY SEWER PLAN AND PROFILE - 17+00 TO 27+50
08/1 /202312-R4
SANITARY S WEN LAN A D PR FILE - 38+ 0 TO 48+50
REV 08/1 202313-R4
SANIT RY SEWER PLAN AND PROFILE - 48+ TO 9+00
6
EV 0 /23/ 0221 -R1
SANI ARV EWER PA AND PRO LE - 69+50 TO 80+
REV 08/t 0/202316-R1,R4
SANITARY SEWER PLAN AND PROFILE - 80+00 TO 90+50
REV 08/23/20221 7-R1
SANITARY SEWER PLAN AND PROFILE - 90+50 TO 101+00
REV 08/23/202218-R1
SANITARY SEWER PLAN AND PROFILE - 101+00 TO 111+50
REV D8/1 D/2D2319-R1,R4
SANITARY SEWER PLAN AND PROFILE - 111+50 TO 122+00
REV O6/10/202320- 4
S NITA Y SE ER P AN A D P OFlLE - 12 +00 TO 13 +50
REV 08/ 0/ 23 2-R4
A A SE ER L OFlL - 1 3 0 TO 5+ 0
2
R R A A Fl 0 4+
24
SANITARY SEWER PLAN AND PROFILE - 164+00 TO 174+50
25
SANITARY SEWER PLAN AND PROFILE - 174+50 TO 185+00
26
SANITARY SEWER PLAN AND PROFILE - 185+00 TO 195+50
7
S IT Y W P N NOR LE - 5+ T 2+
REV e/1 / 0 3 - 3
AN AR E ER LA A P OFlL - 20 + 0 TO 1 +5
2
S R A - 1 0 7 0
30
SANITARY SEWER PLAN AND PROFILE - 227+00 TO END
S T L
REV oe/1 /20 3 2-R
NI A Y S W R S P FILE
O L 01 TA E
34
DETAILS
35
DETAILS
36
DETAILS
0 /t0 2 3 -R4
E IL
I(ira�NornA�".E.��`2,Z°2 os:n csTl
DIRECTORS DESIGNEE FOR CONSTRUCTION
PLAN APPROVAL
RESOLUTION NO.O1-10-2020
K�raw K/y(,/%G[rtci P- E-
ff(( �a�.�, oo.�E (uualf, zoz ov3s csrl
REVIEWED
PROJECT MANAGER
Mar2,2022
DATE:
Mar 2, 2022
D:\TF.:
X-27161°
CSC No. 57832-004
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
(PROJECT NAME:
M-584
(CONTRACT:
SANITARY SEWER IMPROVEMENTS
ICFA #
22-0044 I
ICITY PROJECT #
103521
ICITY SECRETARY CONTRACT #
57832
IFID #
30114-0200431-103521-E07685
IFILE #
X-27161
INSPECTOR:
PROJECT MANAGER:
IORIGINAL CONTRACT
ICHANGE ORDER NO 1
ICHANGE ORDER NO 2
ICHANGE ORDER NO 3
ICONTRACT TO DATE
IAMOUNTOFPROP. CHANGE ORDER
IREVISED CONTRACT AMOUNT
TOTAL REVISED CONTRACT AMOUNT
PER UNIT
REVISED COST SHARE
TOTAL REVISED CONTRACT
ARIEL DUARTE
KIRAN KONDURU
CITY PARTICIPATION] YES
Phone No: 817-223-2266
Phone No: 817-392-2237
CHANGE
ORDER No:
4
CONTRACT UNIT
WATER I SEWER I DRAINAGE I PAVING STREET LIGHTS
Northstar
Developer
HPC Developer
Developer
Developer
Developer
Cost
City Cost
Cost
Cost
City Cost
Cost
City Cost
Developer Cost
City Cost
Cost
$0.00
$3,018,184.61
$867,848.62
$5,756,729.07
I $0.00 I
I $0.00
I $0.00
($30,552.24)
$7,930.89
$2,280.44
$15,126.97
$5,180.11
$0.00
$0.00
$0.00
$0.00
$3,000,743.37
$861,344.07
$5,713,582.27
$0.00 I $0.00
I $0.00
$0.00 I $0.00
$0.00
$0.00
$2,960,662.98
$849,819.36
$5,637,135.02
I $0.00 I $0.00
I $0.00
$0.00 I $0.00
$0.00
$9,447,617.36
I $0.00
$0.00
HPC DEV. COST
$2,960,662.98
I Northstar
Dev. Cost
$849,819.36
(City Cost:
$5,637,135.02
$9,447,617.36
$0.00
Cost
CONTRACT
DAYS
400
0
0
0
400
400
Revised: 12-17-2018 Page 1
You are directed to make the following changes in the contract documents
CITY BID ITEM
PAY ITEM #
#
QUANTITY
Unit I: Sanitary Sewer Segment 1
I 12
3305.1007
122
I 13
3305.1202
-122
I 19
3231.0211
-190
I 21
3231.0306
-2
I 26
3304.0002
-1
I 47
3305.3010
-122
48
3301.3010
122
49*
9999.0014
6
I 50*
9999.0015
6
I 51*
9999.0016
6
I 52*
9999.0017
6
I 53*
I
9999.0018
12
I
Unit II: Sanitary Sewer - Segment 2
14
3231.0211
-135
15
I
3231.0306
-3
I
IGRAND TOTAL
Asterisk (*) indicates New Pay Item
REASONS FOR CHANGE ORDER
ITEM DESCRIPT ON
I
UNIT PRICE
TOTAL
HPC
Northstar
Cit�(
UNIT
31.30%I
9%
59.70%
LF
42" Casingby Open Cut
$570.00
$69,540.00
$21,766.02J
$6,258.60
$41,515.38
LF
42' Casin_ unnel Liner Plate By ther Than Ope
$1,000.00
-$122,000.00
-$38,186.0 �
$10,980.06
$72,834.00
LF
Barbed Ire Fence, Metal Posts
$10.00
-$1,900.00
-$594.70J
-$171.00
-$1,134.30
EA
16' Gate, Steel I
$2,800.00
$5,600.00
$1,752.8�6��
$504.06
$3,343.20
LS
Cathodic Protection
$70,000.00
-$70,000.00
-$21,910.00
-$6,300.00
-$41,790.00
LF
24" FRP SN72 Sewer Carrier P�e y Other Than
$404.50
-$49,349.00
-$15,446.2 �
-$4,441.4'(
-$29,461.35
LF
24" FRP SN72 Sewer Carrier Pipe By Open Cut
$407.50
$49,715.00
$15,560.80J
$4,474.35
$29,679.86
EA
Cores I
$672.75
$4,036.50
$1,263.4
$363.26
$2,409.79
EA
Epoxy Coating Touch -Up
$339.25
$2,035.50
$637.11
$183.20
$1,215.19
EA
Additional Forms + Reber
$132.25
$793.50
$248.37
$71.41
$473.72
CY
Additional Concrete Material
$205.56
$1,233.38
$386.05
$111.00
$736.33
HRs
Additional Concrete Crew Labor
$266.06
$3,192.77
$999.3
$287.35
$1,906.08
TOTAL I
-$118,302.35
-$37,028.64
-$10,647.21
-$70,626.50
LF
Barbed Wire Fence, Metal Posts
$10.00
-$1,350.00
-$422.55J
-$121.50
-$805.95
EA
16' Gate, Steel I I I
$2,800.00
-$8,400.00
-$2,629.2
-$756.06
-$5,014.80
TOTAL
-$9,750.00
-$3,051.75
-$877.50
-$5,820.75
I
-$128,052.35
-$40,080.391
-$11,524.71
-$76,447.25
Revised: 12-17-2018 Page 2
All items Quantitfy reconciliation of contract and additional line items for revised Manhole with Wager 2050 unit installation
RECOMMENDED: APPROVED: APPROVED:
lq�Z-4AK& Kivn till
By: If By: By: kim gill (De%�14, 202310:31 CST)
Name: LJA ENGINEERING, INC
Title: Proiect Engineer
APPROVAL RECOMMENDED:
CFW - Sponsoring Department
�fiu vru^c�v�iese-
By. suby va gese)Decl, 02
Name: Subv Varuqhese
Title: Sr. Professional Engineer
RECOMMENDED:
CFW- *Contract Compliance Manager
By: Kiran KOnd—(Dec14,202312'15CST)
Name: Kiran Konduru
Title: Engineering Manager
M&C Number: M&C 22-0361
M&C Date Approved: 5/10/2022
APPROVED:
15es-ni 4 64-
By: Derrick Gage (Dec 1'3, 2 3 17:13 CST)
HPC Wellington Nance
170 Northstar Ranch
Name: Development Corporation Name: Developer, Inc Name: EXCEL
Title:
Title:
APPROVED:
APPROVED AS TO FORM AND LEGALITY:
CFW - Assistant City Manager
CFW - Assistant City Attorney
Dana BurandaFF
�--
By: Dana Durghdoff(Dec18, 02311:33 CST)
Bel: Richard A. McCracken (Dec 18, 20B 10:20 CST)
Name: Dana Burghdoff
Name: Richard McCracken
Title: Assistant City Manager
Title: Senior Assistant Citv Attornev
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.
ATTEST
p There are NO City Funds associated with this Contract
U
®There are City Funds associated with this Contract
Jannette S. Goodall
City Secretary
Revised: 12-17-2018 Page 3
X-27161
THE CITY OF FORT WORTH, I, TEXAS
PLANS FOR CONSTRUCTION OF
I
FORT WORTH
,q"r ow—l"
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
IPRC RECORD NO. IPRC21-0158
CITY PROJECT NO. 103521
FID NO. 30114-0200431-103521—EO7685
FILE NO.
M-584 SANITARY SEWER
INTERCEPTOR IMPROVEMENTS
(SEGMENT 1 & SEGMENT 2)
M584
5
LOCATION MAP
1"=3000,
19A, 19E, 19J, 19K, 19P,
MAPSCO NO. 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 LUEDTTO?: (214)-455-6514
PREPARED BY: W���
A Englneering, Inc.
3017 West An Street Phone 469.621.0710
SUITE 300
Fort Worth, Texas 76107 FRN - F-1386
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
CITY OF FORT WORTH GENERAL NOTES
3
GENERAL CONSTRUCTION NOTES
4
OVERALL SANITARY SEWER MAP
5
EASEMENT LAYOUT SHEET & CONTROL POINT PLAN - START TO STA 122+00
6
E SEMEN LAYOU SHEET & CON OL POINT PLAN -STA 122+00 TO END
SANI V S BA MAP
EV 08/23/20228-Rt
SANITARY SEWER PLAN AND PROFILE - START TO STA 6+50
REV 08/10/20239-R4
SANITARY SEWER PLAN AND PROFILE - 6+50 TO 1]+00
NEV O6/10/202310-R1 R4
SANITARY SEWER PLAN AND PROFILE - 17+00 TO 27+50
08/1 /202312-R4
SANITARY S WEN LAN A D PR FILE - 38+ 0 TO 48+50
REV 08/1 202313-R4
SANIT RY SEWER PLAN AND PROFILE - 48+ TO 9+00
6
EV 0 /23/ 0221 -R1
SANI ARV EWER PA AND PRO LE - 69+50 TO 80+
REV 08/t 0/202316-R1,R4
SANITARY SEWER PLAN AND PROFILE - 80+00 TO 90+50
REV 08/23/20221 7-R1
SANITARY SEWER PLAN AND PROFILE - 90+50 TO 101+00
REV 08/23/202218-R1
SANITARY SEWER PLAN AND PROFILE - 101+00 TO 111+50
REV D8/1 D/2D2319-R1,R4
SANITARY SEWER PLAN AND PROFILE - 111+50 TO 122+00
REV O6/10/202320- 4
S NITA Y SE ER P AN A D P OFlLE - 12 +00 TO 13 +50
REV 08/ 0/ 23 2-R4
A A SE ER L OFlL - 1 3 0 TO 5+ 0
2
R R A A Fl 0 4+
24
SANITARY SEWER PLAN AND PROFILE - 164+00 TO 174+50
25
SANITARY SEWER PLAN AND PROFILE - 174+50 TO 185+00
26
SANITARY SEWER PLAN AND PROFILE - 185+00 TO 195+50
7
S IT Y W P N NOR LE - 5+ T 2+
REV e/1 / 0 3 - 3
AN AR E ER LA A P OFlL - 20 + 0 TO 1 +5
2
S R A - 1 0 7 0
30
SANITARY SEWER PLAN AND PROFILE - 227+00 TO END
S T L
REV oe/1 /20 3 2-R
NI A Y S W R S P FILE
O L 01 TA E
34
DETAILS
35
DETAILS
36
DETAILS
0 /t0 2 3 -R4
E IL
I(ira�NornA�".E.��`2,Z°2 os:n csTl
DIRECTORS DESIGNEE FOR CONSTRUCTION
PLAN APPROVAL
RESOLUTION NO.O1-10-2020
K�raw K/y(,/%G[rtci P- E-
ff(( �a�.�, oo.�E (uualf, zoz ov3s csrl
REVIEWED
PROJECT MANAGER
Mar2,2022
DATE:
Mar 2, 2022
D:\TF.:
X-27161°
GENERAL NOTES:
"j✓ v AO• 1. ALL MANHOLES SHALL BE LINED WITH A
CDC ..ryn�rT o STRUCTURAL LINER SYSTEM FOR INTFRIOR
WARNING!! / 'tr4'1-`fC on`g4'p l (E� O CORROSION PROTECTION (WARREN
A �i k , O GEOTECH[ICAL BORE 2 ENVIRONMENTAL SYSTEM 301. ARC S1HB BY
APPRDXIMATE LOG1110N OF / Rp p�(I� q ,6t' F, ALPHA TLw`IING + 1
Qy' �+ AW. MANHOLES I COMPANY) PER 33 39 60.
EXISTING BURIED CAS UNEB /Rt 2B)B_ yy�? o REPORT Y 1222J 2. ALL MANHOLES IN UNIMPROVED AREAS SHALL
3
(CONTACT ENLLNKG BURIED / 'CT W f"-Q o BE INSTALLED WITH CONCRETE COLLARS PER
WATER LINES (CONTACT GOFV!], / _---------------- W
AND ONE CONTRACTOR TO / __ _ - ------ 1 Q 33 05 17 AND MARKER POLES PER DETAIL CO
/ b -- _ (� D016 ON SHEAF 35.
VERIFY LOCATION PRIOR TO / f4'T ------------------ 16 `(,J 0 20 40 80
CONSTRUCTION J - _ _}� 3. ALL NNNELINGS TO BE INSTALLED WITH
/�-------- - - - -
13 14 M�584 V f -- TUNNEL LINER F 36. PER DETAILS D203 AND pO
12 — �lE�? 4 UTIU IIES CO PRIOR TO CONSTRUCTION.
0 LF E%ISTI NG �� j--EIIIIf—IIIIIt IIIIIIIr— — — J 5. ALL SANITARY SEWER MAINS SHALL BE PS115
X &WB\ W\RE FENCE ��,� 1' 283 SY / IIfIIr� ASTM F679 PVC OR FRP D3262 SN72
r_t� TO'$E R VED AED / / _�\ \ 1' DEEPIONION % / / K _-��_. �Ir— —ff — — — � fi. INSTUNLEALL ALLSANITARYSANITARY SEWER PIPE, FRDNGS,
ED 100-YEAR FLOOOPWN AND APPURTENANCES AS SHOWN IN THESE
IN L ROCK / ~ SILT PER FSR-S1-056 PIANS AS SPECIFIED IN SECTION 33 05 1D
0C ECK CAN / ANO IN ACCORDANCE WITH THE PIPE
``` ` 'A'A..'' / rc a, PEN11 CE MAN / 7. PIPE CAPACITIES SHOWN MRRECOMMENDATIONS.
N
INSTALL INT DO..o.� /
GATE (CAN ER on ryb /wp 'N'=0.013.
�NGS
_PS�RDEP.pOSEADL1�584) o I1 E.
CONTRACTOR IS PERMITTED TO REMOVE ALL
SHEEip3 ��Fg! p WA OF THE �;'�E I WITHIN THE
EASEMENT
�OUTSIDE ES
PER WA EP(SRT 3 p PROTECTED AND TREE REMOVAL WITHIN THE
B
MTED SEPTEMBER t� EASEMENT SHALL BE LIMITED AS MUCH AS
21. B4CKFlLL IN y4 5 PRALTIGBLE.
_-AC RDAIiCE WITH 9 SEEDNGTIMYSTO BE COMPERVICE LETED PER�32 92 13.
WTION
P SB [1
WARNING:
J- _ - THE CONTRACTOR SHALL CONTACT THE FOLLOWING
_-__ Q
- - - __- AT LEAST 48 HOURS PRIOR TO EXCAVATION IN h115
FORT WORTH WATER DEPARTMENT (B1J)392-829fi
o:
�-- _ 29 TRANSPORTATION & PUBLIC WORKS (B1 J)392-8100
C'C
STA 1170267 M rcCOUN
__ N: ]01 ]026.]3 2 u BLUE TEXAS O E-Sl1 (81 ])DIG ESS
i NAc\ --- I7817
N 2AI__5'.32 0 TEXAS ONE-811 CALL SYSTEM (B00 ORDINATION
' O \ R\ Fw?c INSTALL 5' DR BID MANHOLE FRA fi ? SEE SHEET 31 FOR UTLTIY CROSSING COORDINATION
WATERTIGHT HINGED MANHOLE FRMIE, CONTACT INFORMATON.
COVER, AND GRADE RINGS PER DOOR IX STORM 2 4 3
SIRVOTURE 22 a $1 HMARKS:
5/8-INCH IRON ROD WITH YELLOW PIA6TIC CAP
STAMPED 'WA SU—NO SET AT THE SO —WEST
100-,�o O $$ 0 CORNER OF WELL PAD "TODD-JAROS (PAD B)'
FLOOOPLAIN PER OE Op,� 0a RIXOALYIAHALT g 43 V 1 N:7015468.0 E-2308780.5 ELEV 781.196
FSR-21-058 ,fi �. Ocx�O ti. .� \ STA 9+33.23 M-584= BONDS 1 8 16 BMkS
N. ]01 J026.]3 RANCH 15 iy 5/8-INC H IRON ROD WITH YELLOW PLASTIC CAP
E. 2313962.88 STAMPED 'WA SURVEYING"SET ON THE NORTH SIDE
INSTALL 5' DR STO MANHOLE WITH 14 3wm OF WELL PAD TURN -IN FOR WELL PAD 'TODD
COVER. AN HINGED MANHOLE FRAME, N 1 SOUTH (PAD E.2
\\� COVER, AND GRADE RINGS PFl2 DO08 N 1 1 0 N.J016649.3 E2310020.0 ELEV 782.710
&WITH WAGER 2050-50-IP PER 9
\ q DETAIL SHEET 37 10 %M CUT IN TOP OF CURB ON THE SOUTH SIDE OF
�\ KEY MAP g BENT OAK DRIVE APPROXIMATELY 52 FEET EAST OF
M-584 THE CENTERLINE OF WAGLEY ROBERTSON ROAD
6+50 7+00 8+0. 9+00 ® 10+00 II 00 12 00 13 00 14+00 15 00 16 00 17+00 N.7016710.3 E.231412S.7 ELEV 731.202
1BY O'ET CUT
I I I
-
740 I >► ao„ .a q�'.'6%M hod 740
In /;e MW as /e6��sD, WWaD,_ Z
aOATE REVISION BY
735 f-",.:';, 735 SANITARY SEWER PLAN
i AND PROFILE
I 6+50 TO 17+00
I ))) N, ITURAL G IL NO O PIE
730 i - _I o 730 MI-584 Sanitary
r o
_ -- - _ , I + Sewer Interceptor
i I I
725 F I EXTRA Q 72` Improvements
N'' �'"""'" C" CITY OF FORT WORTH
6
3 fi.D vF 1 e 12'X3 SECT12; = TARRANT COUNT(, TEXAS
r6 o I� I
11720 / — ti ,00
= 720
a V 1 11' I—' - F67. �'.JC re
F pIA
R P • ' 62 SN �L 0.4(%A' (� 0�� ort Central Phone 46982
1175, A_STTy hli/y^a�V FUL�FL) r -� Duna 400
283 Lf 24'T PS 11:� AST"
�/1 rv� YRP ✓ oL Tryy JJ77'3-1 GGjj ncLl1:t- -`G �'�n urP Dal§s, Texas 75206 FRN-F-1396
A 715 I 6t Iltr ia<� +• -&1�m I�n1uACIN:`E�4�1 MGU 715 CESION: PRESIDN
-8.43 IIG`I7 / WA PROJECT ID
DRAWN, PRESIDN NT360-0011M
DAIS FEBR.RY 2022
�8 I SCALE
710
sHFET
9—R4
sa 705 ,.� ,�., ,�.� 7LL� ...( 705 a3/2./2.1 OF 37 SHEETS
GENERAL NOTES:
"j✓ v AO• 1. ALL MANHOLES SHALL BE LINED WITH A
CDC ..ryn�rT o STRUCTURAL LINER SYSTEM FOR INTFRIOR
WARNING!! / 'tr4'1-`fC on`g4'p l (E� O CORROSION PROTECTION (WARREN
A �i k , O GEOTECH[ICAL BORE 2 ENVIRONMENTAL SYSTEM 301. ARC S1HB BY
APPRDXIMATE LOG1110N OF / Rp p�(I� q ,6t' F, ALPHA TLw`IING + 1
Qy' �+ AW. MANHOLES I COMPANY) PER 33 39 60.
EXISTING BURIED CAS UNEB /Rt 2B)B_ yy�? o REPORT Y 1222J 2. ALL MANHOLES IN UNIMPROVED AREAS SHALL
3
(CONTACT ENLLNKG BURIED / 'CT W f"-Q o BE INSTALLED WITH CONCRETE COLLARS PER
WATER LINES (CONTACT GOFV!], / _---------------- W
AND ONE CONTRACTOR TO / __ _ - ------ 1 Q 33 05 17 AND MARKER POLES PER DETAIL CO
/ b -- _ (� D016 ON SHEAF 35.
VERIFY LOCATION PRIOR TO / f4'T ------------------ 16 `(,J 0 20 40 80
CONSTRUCTION J - _ _}� 3. ALL NNNELINGS TO BE INSTALLED WITH
/�-------- - - - -
13 14 M�584 V f -- TUNNEL LINER F 36. PER DETAILS D203 AND pO
12 — �lE�? 4 UTIU IIES CO PRIOR TO CONSTRUCTION.
0 LF E%ISTI NG �� j--EIIIIf—IIIIIt IIIIIIIr— — — J 5. ALL SANITARY SEWER MAINS SHALL BE PS115
X &WB\ W\RE FENCE ��,� 1' 283 SY / IIfIIr� ASTM F679 PVC OR FRP D3262 SN72
r_t� TO'$E R VED AED / / _�\ \ 1' DEEPIONION % / / K _-��_. �Ir— —ff — — — � fi. INSTUNLEALL ALLSANITARYSANITARY SEWER PIPE, FRDNGS,
ED 100-YEAR FLOOOPWN AND APPURTENANCES AS SHOWN IN THESE
IN L ROCK / ~ SILT PER FSR-S1-056 PIANS AS SPECIFIED IN SECTION 33 05 1D
0C ECK CAN / ANO IN ACCORDANCE WITH THE PIPE
``` ` 'A'A..'' / rc a, PEN11 CE MAN / 7. PIPE CAPACITIES SHOWN MRRECOMMENDATIONS.
N
INSTALL INT DO..o.� /
GATE (CAN ER on ryb /wp 'N'=0.013.
�NGS
_PS�RDEP.pOSEADL1�584) o I1 E.
CONTRACTOR IS PERMITTED TO REMOVE ALL
SHEEip3 ��Fg! p WA OF THE �;'�E I WITHIN THE
EASEMENT
�OUTSIDE ES
PER WA EP(SRT 3 p PROTECTED AND TREE REMOVAL WITHIN THE
B
MTED SEPTEMBER t� EASEMENT SHALL BE LIMITED AS MUCH AS
21. B4CKFlLL IN y4 5 PRALTIGBLE.
_-AC RDAIiCE WITH 9 SEEDNGTIMYSTO BE COMPERVICE LETED PER�32 92 13.
WTION
P SB [1
WARNING:
J- _ - THE CONTRACTOR SHALL CONTACT THE FOLLOWING
_-__ Q
- - - __- AT LEAST 48 HOURS PRIOR TO EXCAVATION IN h115
FORT WORTH WATER DEPARTMENT (B1J)392-829fi
o:
�-- _ 29 TRANSPORTATION & PUBLIC WORKS (B1 J)392-8100
C'C
STA 1170267 M rcCOUN
__ N: ]01 ]026.]3 2 u BLUE TEXAS O E-Sl1 (81 ])DIG ESS
i NAc\ --- I7817
N 2AI__5'.32 0 TEXAS ONE-811 CALL SYSTEM (B00 ORDINATION
' O \ R\ Fw?c INSTALL 5' DR BID MANHOLE FRA fi ? SEE SHEET 31 FOR UTLTIY CROSSING COORDINATION
WATERTIGHT HINGED MANHOLE FRMIE, CONTACT INFORMATON.
COVER, AND GRADE RINGS PER DOOR IX STORM 2 4 3
SIRVOTURE 22 a $1 HMARKS:
5/8-INCH IRON ROD WITH YELLOW PIA6TIC CAP
STAMPED 'WA SU—NO SET AT THE SO —WEST
100-,�o O $$ 0 CORNER OF WELL PAD "TODD-JAROS (PAD B)'
FLOOOPLAIN PER OE Op,� 0a RIXOALYIAHALT g 43 V 1 N:7015468.0 E-2308780.5 ELEV 781.196
FSR-21-058 ,fi �. Ocx�O ti. .� \ STA 9+33.23 M-584= BONDS 1 8 16 BMkS
N. ]01 J026.]3 RANCH 15 iy 5/8-INC H IRON ROD WITH YELLOW PLASTIC CAP
E. 2313962.88 STAMPED 'WA SURVEYING"SET ON THE NORTH SIDE
INSTALL 5' DR STO MANHOLE WITH 14 3wm OF WELL PAD TURN -IN FOR WELL PAD 'TODD
COVER. AN HINGED MANHOLE FRAME, N 1 SOUTH (PAD E.2
\\� COVER, AND GRADE RINGS PFl2 DO08 N 1 1 0 N.J016649.3 E2310020.0 ELEV 782.710
&WITH WAGER 2050-50-IP PER 9
\ q DETAIL SHEET 37 10 %M CUT IN TOP OF CURB ON THE SOUTH SIDE OF
�\ KEY MAP g BENT OAK DRIVE APPROXIMATELY 52 FEET EAST OF
M-584 THE CENTERLINE OF WAGLEY ROBERTSON ROAD
6+50 7+00 8+0. 9+00 ® 10+00 II 00 12 00 13 00 14+00 15 00 16 00 17+00 N.7016710.3 E.231412S.7 ELEV 731.202
1BY O'ET CUT
I I I
-
740 I >► ao„ .a q�'.'6%M hod 740
In /;e MW as /e6��sD, WWaD,_ Z
aOATE REVISION BY
735 f-",.:';, 735 SANITARY SEWER PLAN
i AND PROFILE
I 6+50 TO 17+00
I ))) N, ITURAL G IL NO O PIE
730 i - _I o 730 MI-584 Sanitary
r o
_ -- - _ , I + Sewer Interceptor
i I I
725 F I EXTRA Q 72` Improvements
N'' �'"""'" C" CITY OF FORT WORTH
6
3 fi.D vF 1 e 12'X3 SECT12; = TARRANT COUNT(, TEXAS
r6 o I� I
11720 / — ti ,00
= 720
a V 1 11' I—' - F67. �'.JC re
F pIA
R P • ' 62 SN �L 0.4(%A' (� 0�� ort Central Phone 46982
1175, A_STTy hli/y^a�V FUL�FL) r -� Duna 400
283 Lf 24'T PS 11:� AST"
�/1 rv� YRP ✓ oL Tryy JJ77'3-1 GGjj ncLl1:t- -`G �'�n urP Dal§s, Texas 75206 FRN-F-1396
A 715 I 6t Iltr ia<� +• -&1�m I�n1uACIN:`E�4�1 MGU 715 CESION: PRESIDN
-8.43 IIG`I7 / WA PROJECT ID
DRAWN, PRESIDN NT360-0011M
DAIS FEBR.RY 2022
�8 I SCALE
710
sHFET
9—R4
sa 705 ,.� ,�., ,�.� 7LL� ...( 705 a3/2./2.1 OF 37 SHEETS
^ NS231356DM STD MANHOLE WITH / �I GENERAL NOTES-
1. ALL MANHOLES SHALL BE LINED WITH A
STA 20+76..7 M-584- _ __
N: 70174fi9.22 4+ - STRUCNRAL LINER SYSTEM FOR INTERIOR
E 231339].58 i /�/ WiiRI� I�Ci�� CORRO810N PROTECTION (WARREN
INSTALL 5' CIA STD MANHOLE WITH , // b {I APPROXIMATE LOCATION OF ENVIRONMENTAL SYSTEM 301, ARC 3 HB BY
WATERTIGHT HINGED MANHOLE FRAME, , / / I I BURIED GAS LINES (CONTACT A.W. CHESFERTON COMPANY) PER 33 39 60.
ff)V ER1 AND
GRADE RUING- PER DO08 / + / /i WATERTIGHT HINGED MANHOLE FRAME, �J 10D-YEAR ENLINK AND BARN 2. ALL MANHOLES IN UNIMPROVED AREAS SHA1 3
/ XI AND GRADE RINGS PER MOB C' W
MOOPWN PER 1 CONTRACTOR TO VERIFI BE INSTALLED WITH CONCRETE COLLARS PER
DETAIL SHEET 37 �3g /�� '� I MR-21-056 LOCATION PRIOR TO 33 05 17 AND MARKER POLES PER DETAIL
CO
I 80 II NSR<U ON 0016 ON SHEET 35.
STA 21+39.M-II = 3. ALL TUNNELINGS TO BE INSTALLED WITH
I 1 N. ]0182]9.01 TUNNEL LINER PLATE PER DETAILS D203 AND
FLOOOPWN PE� 9�yJ .p� E: 2312]J0.32 0 20 40 80 D204 ON SHEET 36. L0
FSR-21 -O661 / /, j D' INSTALL 5' DU1 STD MANHOLE WITH 4. CONTRACTOR SHALL REM VERIFY IXISTING
/ J �'. WAGER 30OD MANHOLE SCRUBBER UTILITIES PRIOR TO CONSTRUCTION.
10'X20' SEE DETAIL NOTE: 5. ALL SANITARY SEWER MAINS SHALL BE PS115
RECEMNG SHEET 3] m SEE SHEET 33 FOR ASTM F679 PVC OR FRP D3262 SN72
O _ //// N I �� b/� POTHOLE POINT DATA UNLESS OTHERWISE NOTED.
/ / / �1L, fi. INSTALL ALL SANITARY SEWER PIPE, FITTINGS,
STA 1]+30.3J M-58 - / / EXIST / BORE PIT - - - - - - - - - - - - - - - - GG' arvU REPUCE 1 W / / '7 AND APPURTENANCES AS SHOWN IN THESE
X5D
N: ]017480.99 � �/ j
E: 2313388.4] / -
BEGIN BORE - - - - - - - NG GRAVEL GAS AC \ / n /' PLANS AS SPECIFIED IN SECTION 33 OS 10
- _- --------------- (CO UR // vjY MAN IN ACCORDANCE WITH THE PIPE
J - ---- _--- MANUFACTURER'S RECOMMENDATIONS.
Q --_ -- --- ----- - - �� -- - - - - - -
-- -- - - - �g V, _IS A I------r GLA4 s ]. PIPE CAPACITIES SHOWN FOR MANNINCS
/ 21 f3.4• 23 2{ ! 5 46 B.
CONTRACTOR IS PERMITTED TO REMOVE ALL
W / M-584 ~ �~ / l / ,)( TREESOF WI T IN EASEME EES OUTSIDE
//
I / GLBS / // bb/ / S� EASEMPROTEEN DSAND
HALLTBEEUMREMOVAL
ITED AS MUCWITHIN
H ASTHE
!!!!! !�!!!! ! GL/�5/ - PRACTICABLE.
_ ✓ { ON
3" LF 42" STEEL ! / "T'/y/�'� / 6A C,F1 iEK O DO E 9. SEED NGULUTY STO BE COMPERNUCE LETED PER�32 92 13.
CASINO �6EOTEOHNILHA BORE 3 / / +S / % / / P PQ5E0 M-584) WARNING:
COFW 0 M ,I, �. ALPHA TESTING212227 "6D
REPORT W212227 / b ETAL ON THE CONTRACTOR SHALL CONTACT THE FOLLOWING
-k Y 100-YEAR Ii INSTALL SILT HEET 37 AT LEAST 48 HOURS PRIOR TO IXCAVATON IN T115
E / FLOODPLAIN PER FENCE (TYP) GLBfi cp, 0 LF IXISTNOAREA
OIV b A,
`T jf� / 9 '+6��' WIRE FENCE TO FSR-21 -068 / / CLAS O,P FORT WORTH WATER DEPARTMENT (:17)392--
'VIED
n /
�/✓ / S4NFCe 4, REMOVED ANDTRANSPORTATION &PUBLIC WORKS (817)392 8100
-C'4��F�:,�.y,,9 REPUCED
+ TARRPNT COUNTY (817)266-7817
TEE S ONE-811 CALL SYSTEM
•,OF zGT' H C SEE SHEET 31 FOR UTLRY CROSSINGBCOOROINATON
APPROXIMATE LOGATDN OF e \/� '� _ _ -CC�� `pq} j / b(i/ J ��F�h_ CONTACT INFORMATON.
e P �
FDONTACSEWE(CONTACT D STORE C. ` / /
/ (CONTACT CON) AND STORM U P RJC.MN
BENCHMARKS:
BM�4
N TO PRIOR TO O/2 / �� GROAD G45 �'� 5/B INCH IRON ROD WITH YELLOW PLASTIC CAP
CONSTRUCTION , J STAMPEG 'WA SURVEYING 11 AT THE SOMHWEET
' CORNER OF WELL PAD "TODD-,TAMS (PAD By
CONTRACTOR TO VERIFY 3 N. ]017753.15 4R ♦ / �jN00`u'� /? //�/ N:7015488.0 E2308780.5 ELEV 781.198
END 3BORE` lefi`6 ' 5/8EM'-INC IRON ROD WITH YELLOW PLASTIC CAP
��/\ I I \\ / / �• / !/ / r, WEPAD FO
ED SURVEYING"SET THE NORTH SIDE
OF WELL STAMPED
PAD TURN -IN R WELL
rCDDL PAD
EX STORM SOUTH (PAD E)"
DRAINAGE N.7016649.3 E2310020.0 ELEV 782.710
TU STRUCRE BM#6
'X"CUT IN TOP OF CURB ON THE SOUTH SIDE OF
u1-584 BE OAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF WAGLEY ROBERTSON ROAD
1: 'B. 00 19 GO 20 00 21+DO 22 CO 23 M 24 00 25+CD 26+00 27+00 27+50 N.7016710.3 E.2314126.7 ELEV 731.202
31P41' BY BO tE 676' 1 TEN GUT I
UPIN 0' PoOM-OI dl Y I I I I
745 745
:/=
1 4�I RCP _ _ -t.�. XAE M_Uj1 FAIN 1 1 - ��.) e/zVaZ !A
�� . r1P PP`1�INE G0 Y, W - a wv wm�R TxN
✓�' w / - "'.,, I V H L`' 0 - N i�.a'.ir ^o DATE REVISION BY
T 1-%,t Q�. __
740 L 740 SANITARY SEWER PLAN
AND PROFILE
d p 1 FIB 1P1 AIN7.� / �- - "� I" _ 17+00 TO 27+50
i r�E -. 734.9 I NATUM GROUND ® PIPE _
735 I- i „ �, ` f --- -- �Tr T`!1 °' 1 0 735 MI-584 Sanitary
Sewer Interceptor
IEEE 7H P
�30 41 - .1.0 F �7a^ 7� Improvements
a N� ru�i( CITY OF FORT WORTH
% Z Ld _ Ex1in1 O ad w, c,cFI�I _I Z TARRANT COUNT(, TEXAS
cS DEPTH 15_3 Vr �u. Ii. I�—
725 — 5.1 I 1— 1 72f
I � U e1� on ceao-al resA3ay P6oae ass szl oTm
P5115 Atr1 F67Y Y� 11 � F 24 ' P' 115 / .1 a00
a\\ DaIMs, Texas 15206 ERN-F-1388
OR FG .�/� -�% l J
'S 720 ` 0.,5 ��' ��� 1 11 �iM ,F6a 'V 720 DEIGN: PRESTON
'I6 LF 24_ PS 1C U. �,OW G R B.b/ Fat fU '�r�zcl+ CgpACII B. V9 (p "-,y an n'_sx WA PROJECT ID
/NE'^ j Y1 9RAWN' PRESTON M360-0011M
„�PA��(Y Y[rb, F DAIS FDI 2022
8 I SV7 L® a.a .^ice q�r(1��- E SCALE
CAP0ACITS,T 9 PT HORZ
I II ^ REbN�REJi' 715 7 vmT: 1^ - 4•
�eRlcxt 401a e. vA P�' SHEET
PW,� N E"�
•� 10—R1,R4
88 710 ..1 u W W I I �., �.1 71U aa/23/zap OF 37 SHEETS
GENERAL NOTES-
1 1. ALL MANHOLES SHALL BE LINED WITH A
1� REM GO- EAR 1 / J �\ _-- / j CCORRCOSIONLLINER PROTECTON(WARREN M FOR MQiIOR
\Y / STA 0495185 M 584 /
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1 �.._ REMOVE AND REP E AREA
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ENVIRONMENTAL SYSTEM 301, ARC S1 HB BY
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\\V BE INSTALLED WITH CONCRETE COLRS LAPER w
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80 p016 ON SHEET 35.
3. ALL TIINNEUNGS TO BE INSTALLED WITH
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0204 ON SHEET 36. LTO
4. CONTRACTOR SHALL
AL EXISTING
�,
UTILITIES PRIOR ONS UCTIO
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UNLESS OTHERWISE NOTED.
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AND APPURTENANCES AS SHOWN IN THESE
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'N'=0.013.
B.CONTRACTOR IS PERMUJM 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
PRACTGBLE.
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)392-829fi
TRANSPORTATION & PUBLIC WORKS (61 J)392-8100
TARRANT COUNTY (817)281-7817
TEAS ONE-811 CALL SYSTEM (B00)DIG—TESS
SEE SHE 31 FOR UTIMY CROSSING COORDINATION
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BENCHMARKS:
BI
5/8—INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED 'lA SURVEYNG" 11 AT THE SOUTHWEST
CORNER OF WELL PAD "TODD—dNRAS (PAD B)'
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SMI
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED 'UA SURVEYING"SET ON THE NORTH SIDE
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APPRO%IMATE LOCATION OF
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�o y�0{y Gory ENVIRONMENTAL SYSTEM 301, ARC S1HB BY
A.
CHESTERTON COMPANY) PER 33 39 80 ly�j
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\ / UTILITIES CON ITIES PRIOR TO 5IRUC1I0N.
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/SIyA F879 PVC OR FRP D3282 SN72
i UNLESS OTHERWISE NOTED.
/
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05 10
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CONTRACT.
Q CON 86 ' _� 8. TRACTOR IS PERMITTED TO REMOVE ALL
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CK PRACTICABLE.
9. UTILITY SEANCE SURFACE RESTORATION
SEEDING TO BE COMPLETED PER 32 92 13
_ CONTRACTOR TO PROTECT WARNING:
,✓ EXISTING SIDEWALK �` THE CONTRACTOR SHALL CONTACT THE FOLLOWING
AT LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS
yU „t FORT WORTH WATER DEPARTMENT (817)392-8296
2S TRANSPORTATION & PUBUC WORKS (817)392-8100
ARRANT
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270
2]0 SY OF EXISTING 2 4 ; BENCHMARKS:
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CONTRACTOR TO PROTECT STA ee+2B 24 M-584= � 0 STAMPED 'LJA SURVEYING" SET AT THE SOUTHWEST
EXISTING CONCRETE STRUCTURE N: 7022833.31 N 7015RNES WELL PAD TODD-DARNS (PAD 1)
F.
2309946.01 1 N7015486.0 E:23087805 ELEV 7B1.196
y INSTALL 5' DIA STD MANHOLE WITH BONDS 1E 7\6 5/8-INC H IRON ROD WRH YELLOW PLASTIC CAP
raP�� WATERTIGHT
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NOTESEE SHEET 33 FOR X CUF IN TOP OF CURB ON THE SOUTH SIDE OF
PoTROLE PoINT DATA BENT OAK DRIVE APPROXIMATELY 52 FEET EAST OF
M —5 - THE CENTERUNE OF WADLEY ROBERTSON ROAD
85+OD 56+00 17+00 88+00 IS 00 90 OC v PIG N:7016710.3 E:2314126.7 ELEV 731.202
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STRUCDTRAL LINER SYSTEM FOR INTERIOR
CORROSION PROTECTWARREN
ENVIRONMENTAL SYSTEM 301, ARC St HB BY �
AL COMPANY) PER 33 39 60. LLI
_
MANHOLES
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0 20 40
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p016 ON SHEEP 35.
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STAP MANHOLE INSTALL 5' DM SIO DROP
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k
WITH WATERTIGHT HINGED MANHOLE
FRAME, COVER, AND GRADE RINGS
PER D008
POTHOLE POINT DATA
4. CONTRACTOR0204 ON SHEET 36. SHALL REM VERIFY EXISTING 1n
U12
TILITIES PRIOR TO CONSTRUCTION.
5. ALL SANITARY SEWER MAINS SHALL BE PS115
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UNLESS OTHERWISE NOTED.
fi INSTALL SANITARY SEWER PIPE, FITTINGS,
ALL TIP
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MANUFACTURER S RECOMMENDATIONS.
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---
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PRACTIGBLE.
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-----
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r 9
—
FORT WORTH WATER DEPARTMENT (B17)392-829fi
TRANSPORTATION & PUBLIC WORKS (81 J)392-8100
TA RANT COUNTY (817)281-7817
TEXAS ONE-811 CALL SYSTEM (B00)DIG-TESS
SEE SHE 31 FOR UTILITY CROSSING COORDINATION
CONTACT INFORMATION.
BENCHMARKS:
--------
BMa4
5/8-INCH IRON ROD WITH YELLOW HE SOC CAP
'WA SURVEYING" BET AT THE SOUTHWEST
CORNED ADB)'
CORNER S WELL PAD "TODD-JARVIS (PAD 81.
N:7015488.0 E2308780.5 ELEV 781.19fi
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
5/8-
THE NORTH SIDE
STAMPED 'WA SURVEYING"SET WELL
OF WELL PAD TURN -IN FOR WELL PAD 'TODD
--------_
SOUTH (PAD E)
N.J016649.3 E2310020.0 ELEV 782.710
BM()6
122+00
%•CUT IN TOP OF CURB ON THE SOUTH SIDE OF
BEM OAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTERUNE OF WAGLEY ROBERTSON ROAD
N.7016710.3 E.231412S.7 ELEV 731.202
790
TE REVISION BY
785 SANITARY SEWER PLAN
AND PROFILE
1u—rn 111+50 TO 122+00
i ii�.`
1.; : „7 ! 780 MI-584 Sanitary
N Sewer Interceptor
_ / - MwH W rl� - Improvements
a 77f
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11 UNE (>6') Z TARRANT COUNT(, TEXAS
4 / �nv3/ .. �pIST 4 � 1 770
IA
110, -v N W PM Central r=y Phone 46982
\:::1�-—�LP�1
Dal§s, Texas 75206 FRN-F-196
28 LF H-1 76.J DESIGN: PRESTON WA PROJECT ID
BZ �(�u M360-0011M
7 OHMWR' PRESTON
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DAIS FEBRUNRY 2022
^ SCALE
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e rc INSTALL 4' DIA STD DROP MANHOLE
WITH WATERTIGHT HINGED MANHOLE
FRAME, COVER, AND GRADE RINGS &
r WITH WAGER 2050-50-IP PER DETAIL
SHEET 3J
l EXISTING FENCE TO `
REMAIN /\
) WIRE
FENCE /
GEOTECHNICPL BORE 12
TESTIN
3IIo ALPHA N.
yyTI
REPORT W21222J
31q
-___---- "STING ONE/
.---___---- /
M-584
122+00
123+00 24+00
125+00 126+00 27+00
790 I
I 10OZL(l
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VATURA1 GROUND ® PIPE
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ISTA 1+21.05 S B C=
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UTIUTY MARKER POLE PER
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'07410.48
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-S Py
SH 7)� �
126+00 A 129+01
1050' T C ENCUT
( .ALL
j1i-�4.85
I
I E%rRAI
GENERAL NOTES:
/
1. ALL MANHOLES SHALL BE DIVED WITH A
ETRUCTI RAL"NOR S S EM FOR INTERIOR
2
(WA
CORROSION PROTECTION (WARREN
ENVIRONMENTAL SYSTEM ARC St HB BY
AW. CHESTERTON COMPAM) PER 33 39 60. 1,
2. ALL MANHOLES IN UNIMPROVED AREAS SHALL U3
0 20 40 80
BE INSTALLED WITH CONCRETE COLLARS PER w
/1J
33 05 17 AND MARKER POLES PER DETAIL
D016 ON SHEET M
--
3. ALL TUNNELING S TO BE INSTALLED WITH
TUNNEL LINER PLATE PER DETAILS D203 AND 03
�.
D204 ON SHEET 36. Un
G
4. CONTRACTOR SHALL FIELD VERIFY EXISTING
UTILITIES PRIOR TO CONSTFRUCTION+
.eb
5. ALL SANITARY SEWER MAINS SHALL BE PS115
ASTM F679 PVC OR FIRE D3262 SN72
UNLESS OTHERWISE NOTED.
S INSTALL ALL SANITARY SEWER PIPE, FFTINGE,
AND APPURTENANCES AS SHOWN IN THESE
rr
r
PLANS AS SPECIFIED IN SECTION M 05 10
AN O IN ACCORDANCE WITH THE PIPE
MANUFACTURER'S RECOMMENDATIONS.
7. PIPE CAPACITIES SHOWN FOR MANNINGS
CONTRACTOR 15 PERMITTED TO REMOVE ALL
TREES WITHIN THE EASEMENT. TREES OUTSIDE
/ O
OF THE EASEMENT SHALL BE
PROTECTEDD AND TREE REMOVAL WITHIN THE
/
/
IRAGMEM SHALL BE LIMITED PS MUCH AS
�RACfICABLE.
9 SEEDING TSURFACE O SE COMPLETEDEPER 32IN
92 13
e
WARNING:
in PROPOSED 100 EAR
THE CONTRACTOR SHALL CONTACT THE FOLLOWING
�¢Q FLOODPUAIN PI
` BWM-SWM-2019 04JRY�//
AT LEAST 48 HOURS PRIOR TO EXCAVATION IN h115
AREA:
A�
FORT WORTH WATER DEPARTMENT (1317)392-8298
TRANSPORTATION &PUBLIC WORKS (817)392-B100
TA O COUNTY (617)266-J8S
TEXAS ONE-B11 CALL (BCOORD
L
�.
I_RY C
SEE SHEET 31 FOR UTLfIY CROSSING COORDINATION
N00
in At ,Wy
CONTACT INFORMATION.
BENCHMARKS:
p m
BM/4
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVElNG" SET AT THE SOUTHWEST
sd� p
CORNER OF WELL PAD TODD-JAWS (PAD B)°
N-7015466.0 E:23OB780.5 ELEV 781.196
BM#S
N0 Opp
5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVININ SET ON THE NORTH S1DE
OF WELL PAD TURN -IN FOR WELL PAD '7ODD
SOUTH (PAD E)-
N:7016649.3 E:2310020.0 ELEV 782.710
.MI
WCUT IN TOP OF CURB ON THE SOUTH SIDE OF
BEM OAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF WAGLEY ROBERTSON ROAD
131+D, 132+13i- 132+50
4:7016710.3 E:2314126.7 ELEV 731.202
790
f - - - -
e/=_ IAA �.GNT Gl
eDATE I9lD WWHR fau ef,
DATE REVISION BY
— -
785
SANITARY SEWER PLAN
AND PROFELE
122+00 TO 132+50
Lo 780
M-584 Sanitary
N
Sewer Interceptor
ff �provemeffnts
4 77`
�J N
CITY OF FORT WORTH
c Z
TARRANT COUNTY, TEXAS
770
Cenral rpreSswaY Phone 4L8 6IA
2
Da lI Texas 75M FRN-F-1366
765
G61GN: PRESTON WA PROJECT ID
—t PRESTON NT}60-0011M
DATE FEBRUARY M
SCALE
pa
�Ap HORL I•• 4D'
760
iY
Y
n m1636
SHEET
20-R4
755
2/It/sosa OF 37 SHEETS
GENERAL NOTES-
1 . ALL MANHOLES SHALL BE LINED WTH A
STRUCTURAL LINER SYSTEM FOR INTERIOR
O \ WARNINGH CORROSION PROTECTION (WARREN
APPROXIMATE LOCATON OF - ENVIRONMENTAL SYSTEM 301, ARC S1HB BY
BURIED GAS LINES (CONTACT AW. CHESTERTON COMPANY) PER 33 39 60. LEI
ENUNK). CONTRACTOR TO 2. ALL MANHOLES IN UNIMPROVED AREAS SWV1 3
yR \ VERITY LOCATION PRIOR TO BE INSTALLED WNH CONCRETE COLLARS PER LJ
CONSTRUCTION / 0 20 40 80 33 05 17 AND MARKER POLES PER DETAIL
/�Q ✓ 'pOp \ ' /�1.1 ONT
SNOTE I — 3. ALL TUNNELIN S TO BE INSTALLED WITH
DATA TUNNEL DNER PLATE PER DETAILS D203 LO
PND
ME SHEET 33 FOR \ / /P9 \\ x�\ � \\ / • A'�
POTHOLE POINT ON SHEET 36.
4. CCONTRACTOR SHALL MELD VERIFY -STING
\\\ N NCE ALL SA, PRIOR W CONSTRUCTION.
2 FENCE / 'GEOTE TESH ORE B-5 \\ a�fi3 �"� /
\ / \f• � ,yry ls> 5. ALL SPNRARY SEWER MANS SHALL BE PS115
J {ALPHA TESTING p M1 pp Ap. VVXJ UNSTMNLESS
F679 PM E NOTED.
D3262 SN72
/--(,GEOTECH REppORT W191 ]B�j� m \ q C ".P Q UNLESS OTHERWISE NOTED.
/ _\ pQ O O p S' —YEAq fi. INSTALL ALL SANITARY SEWER PIPE, THESES,
/ FL DPLAIN ANDS AS EENANCES AS SHOWN IN THESE
—2019—WJO PLANS AS SPECIFlED IN SECTION 33 OS 10
C� \ 6'•IT �` / l f // \\ \ I AN O ACCORDANCE WITH THE PIPE
MANUFF ACTURER'S RECOMMENDATIONS.
]. PIPE CAPACITIES SHOWN FOR MANNINGS
/F o� T ,•� \ \ Q4•�'y�PtO Ir /mf J[ COAT 013.
I PERMITTED REMOVE TREES WITHINTHEEfSEMENT. TREES OUTSIDE
OF THE UTILTTY EASEMENT SHALL BE
FOOTE GN TH
EUIECH IDALALPHA T.TE1{1iE AG `A pO \ X- X \ \\\ P'N BOO \---- O EASEMEMDSHAM AND TBE�LM m PS MREMOVAL IUCIH ASE
U REPORT g IPjT��C�LE.
iry10E SURFACE R STORATI N
DOSTING BARBED WIRE - , / STA 1521 M-584=
\\ [FENCE �- N: 7026756-13 SEEDING TO BE COMPLETEDPER32 92 13
411" �� / E: 2306310.24 WARNING:
(/ INSTALL 4' DIA STD MANHOLE WITH THE CONTRACTOR SHALL CONTACT THE FOLLOWING
\�� O STA 45+15 M-584= \ \ \\ WATERRGHT HINGED MANHOLE FRAME, AT LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS
N: ]028135.]4 / ��h 11� \\ m\ \\ ®� o COVER, AND GRADE RINGS PER D00B AREA:
29 E: 2306541.80 /) p'� A� / \ m \ c I, FORT WORTH WATER DEPARTMENT (B1])392-8298
BLUE INSTALL 4' DIA STD MANHOLE WITH ( ? \ \ \ V TRANSPORTATION & PUBLIC WORKS (81J)392-B10TA RANT 0
\ WATERTIGHT HINGED MANHOLE FRAME, \ m \ \ m\\ \ /* r _ \�`�1I TENAS ONE-BT1ry CPLL SYSTEM (BOO)DIG TESS]
2� 6 o MDUND COVER, AND GRADE RINGS PER D008 �m W T\� \\ \ (j�// / /^ `' ( )
SEES ONE S FOR UTLNY CROSSING COORDINATION
EXISTING RBEEEDDB�TJJ�yIRE a \ x
2 FENCE / �1�.�\\ / /�RE.O�E PND EPLAC� Xx COMACT INFORMATION.
0 SY EXIS G GRAVEL
GAS ACCESS ROPO BENCHMARKS:
_ _ T \ (CONTRACTO TO MAINTAN //ryI.rX BI
1 0 \ _ CCES AT ALL TIME) / 5/a—INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVNNC" SET AT THE SOUTHWEST
,c� l T �/ln. \ %C CORNER OF WELL PAD TODD-JAWS (PAD B)'
BONDS 1 18 /� \`�� /„( k �"2pq t STA 150+02.35 M-594= j ! \ EXISTIN FENCE / N:7015466.0 E.23OB780.5 ELEV 781.196
4RANCH 15 `p \ / \ m ��? Om N: 7026622.00 \ BM S
iq •(\ A ppA. +,�7 E 2306535.65 y \ \ / 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
`NrypS� / WAGIFNN T30004MJok ANHOLED MANHOLE WITH SCRUBBER SEE GL13 \� STAMPED "WA SURVEIING"SET ON THE NORTH S1DE
N 1 12\ �\ O$OQ 1 DETAIL \ OF WELL PAD TURN -IN FOR WELL PAD '7DOD
10 / p I`\ SHEEP 3] \ SOUTH (PAD E)
\\m \\ _0116649.3 E:2310020.0 ELEV 782.710
"WCUT IN TOP OF CURB ON THE SOUTH SIDE OF
M-584 B M OAK DRIVE APPROXIMATELY 52 FEET EAST OF
THE CENTERLINE OF WAGLEY ROBERTSON ROAD
143+00 14 0 45+00 14fi+00 147+M 48+00 149+00 150+01 51+00 152+I► 153+01 153+50 4:7016710.3 E:2314126.J ELEV 731.202
F_ 1150' BY FEJ CUT W- DEEP TREND EACKFlLL J
1 FI TUBE ` e+
o
805Ja 805
s11 1 FUTURE GIA6; 0 P1P�1 -�� r -. — _ w \ — ! g
rtrte111r �' N/ RAL GRO�mD ®PIPE rl AREa D —
N,wo aTL cwouT uc
qJ1-, DLO J
800 800 SANITARY SEWER PLAN
-' J _ - ►—� - _�z
AND PROFILE
143+00 TO 153+50
�-
1795 o� — _ '� —'- - _ -.�I +,a '— L 795 M-584 Sanitary
a I R J I996 Sewer IIlIl>CeIl°CeptOE
I Improvements
'€ 790 F I I �/X�i� 1 F 790
In I cut I llrz vFl CITY OF FORT WORTH
7 TARRANT COUNTY, TEXAS
�I.= C79 PVC Ylp
d F _ 2a JLF gT J'7 '®L p q P OR R 03 Ci 6 0 o h1 rCV .1ssway Phone 46862
6uea aoo
Q I R� 21" P�1J� rU" i.✓ Dallas, Texas J5216 FRN-F-1386 780 I i FRY UJ �'�•—\ 7.95 780 OBE
PRESTON
n$ T p5115 1ST _ iy -I' on .F' Tj morn MS""'GD WA PROJECT ID
„a it li}Got- rb ITY: ]" D rD)V51 CRAWk PRESTON NT}60—OO11M
IIGD DATE FEBRUARf M
2€4ia rT) CAPACD Y' 7.51 Alb+ SCALE
y1775 I m s n ma 775
j�^ I m ul f K u m �l e R o vl 9II YAK SHEET
wIte3 E�
era mi aNL 22—R4
770 770 z/I,/sosz OF 37 91EE5
B'-0•
MANHOLE RADIUS / ° a d° 4 e 1 ° WAGER
2050-50-IP
(SEE DETAIL
a la < THIS SHEET) 5._0..
ea\
" al \ _ a• _ �" a eaa a d
6' THICKl
f /
EXTENDED
CONCRETE
COLLAR
ODOR CONTROL DETAIL (PLAN VIEW)
1" — 1'
III 613.D0
I� 021.00 � L
❑ I1 5
23.925
TIDIES:
1. UNIT TO BE INSTALLED PER MANUFACTURERS'
SPECIFICATIONS & RECOMMENDATIONS.
2. ODOR CONTROL SHALL BE INSTALLED ON
MANHOLES INDICATED PER PLANS.
N"I"' WAGER 3000 MANHOLE SCRUBBER
1. PIPE PENETRATION SHALL CONSIST OF BOOT -TYPE NOT TO SCALE
CONNECTOR INSTALLED IN A CIRCULAR BLOCK OUT
OPENING IN ACCORDANCE WITH ASTM C923 AND
SHALL BE SEALED WITH A NON -SHRINK EP0
GROUT PER SPECIFICATION 33 39 20.
"
2. ALL VENT PIPING SHALL BE UNED WITH
PROTECTOR 401 INNING, COATING AND ENCASEMENT
OF VENT PIPING SHALL CONFORM TO
I
SPECIBCATON 33 11 10.
a
WACER 2050-50-I1__�
e
'
� n
DIP FLG CONNECTION
1'-3" 2'-B"
SEf ABOVE SLAB
SEE THE TABLE ON THIS
SHEET FOR HEIGHTS
°
�MU
EXTENDED CONCRETE COLLARWITH
WW STEELFABRIC
REI
REINFORCEMENT AND
ON 12" CENTERS
(H RIZO
(HOR120NTAL)
%EN
ORIN%.
`nI\S•.DIP
AN ESSTEEL0'-6'ON
IS
o
1MJ
-
B
X MJ 6" DIP
0
90' BENDR
0 —9• RESIRANED PERL
33 11 00-0132
IINInUl/llllll V (%
ODOR CONTROL DETAIL (SECTION VIEW)
1• = 1'
M
4° 32'-0' 4"
rr EXISTING �FENCE (VARIPBLE MATERIAL)
ww i
NATURAL GROUND
L
16'-0" DOUBLE GATE
NOT TO SCALE
"IT
1. AT JUNCTURES. MEMBERS SHALL BE FASTENED
TOGETHER WITH 1/4• MACHINE BOLTS, INCLUDING
NUTS AND WASHERS.
2, POST HEIGHT DIMENSION SHALL BE THE SAME
AS REQUIRED FOR THE ADJACENT FENCE.
3. NOMINAL 2"X4" BOARDS MAY BE SUBSTITUTED
FOR THE POLES.
N=
1. UNIT TO BE INSTALLED PER MANUFACTURERS'
SPECIBCATONS & RECOMMENDATIONS.
2. ODOR CONTROL SHALL BE INSTALLED ON
MANHOLES INDICATED PER PLANS AND THE
TABLE ON THIS SHEET.
WAGER 2050-50-IP
NOT TO SCALE
VIOM maLWsm 000fi JjTN�
DATE NLVISIUN BY
DETAILS
MI-584 Sanitary
Severe Interceptor
Improvements
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
IA
60 oNHCsa aN tr IEmrwsvey PHone 46962
"II
Dallas, Texas ]520fi FRN-F-1386
DESIGN: N/A WA PROJECT ID
DRAWN: N/A NT3fi0-0011M
M1E FIDRIVRY 20P2
SCALE
t IgRZ: N/A
W N/A
sxEET
N 5\2W 37-R4
/1o/v OF 37 SHEETS
0r
Ld
V)
GO