11/07/2022-CC-Agenda Packet-RegularCITY COUNCIL
MEETING AGENDA
NOVEMBER 07, 2022, 7:00 PM
CITY COUNCIL REGULAR MEETING
HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS
CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM
INVOCATION AND PLEDGE
CITIZENS COMMENTS
This is an opportunity for citizens to address the Council on any matter. Comments related to
public hearings will be heard when the specific hearing begins. Citizens are allowed 3 minutes
to speak. Each speaker must complete the Speaker’s Form and include the topic(s) to be
presented. Citizens who wish to address the Council with regard to matters on the agenda will
be received at the time the item is considered. The Council is not allowed to converse,
deliberate or take action on any matter presented during citizen input.
REPORTS
Staff Reports are for discussion only. No action may be taken on items listed under this portion
of the agenda.
1. Construction update from DEC Engineering, Dannenbaum, regarding the IH-35 / FM
455 Expansion Project.
CONSENT AGENDA
All items on the Consent Agenda will be acted upon by one vote without being discussed
separately unless requested by a Councilmember to remove the item(s) for additional
discussion. Any items removed from the Consent Agenda will be taken up for individual
consideration.
2. Consideration and possible action on the minutes from the October 14, 2022, work
session.
3. Consideration and possible action on the minutes from the October 17, 2022, meeting.
4. Consideration and possible action on a contract with Maguire Iron, Inc for full-service
water storage maintenance and asset maintenance plan for .200MG elevated storage
tank located at Acker Street in the amount not to exceed $565,516.00 and further
authorizing the City Manager to execute.
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5. Consideration and possible action on a contract with Maguire Iron, Inc for full-service
water storage maintenance and asset maintenance plan for .100MG ground storage
tank located at Cherry Street in the amount not to exceed $297,770.00 and further
authorizing the City Manager to execute.
6. Consideration and possible action on a contract with Maguire Iron, Inc for full-service
water storage maintenance and asset maintenance plan for .300MG ground storage
tank located at Cherry Street in the amount not to exceed $440,750.00 and further
authorizing the City Manager to execute.
7. Consideration and possible action on a contract with Maguire Iron, Inc for full-service
water storage maintenance and asset maintenance plan for .100MG ground storage
tank located at Utility Road in the amount not to exceed $144,397.00 and further
authorizing the City Manager to execute.
ACTION ITEMS
8. Consideration and possible action on a Final Plat of lots 1 and 2 of Union Hill Road
Addition, being 13.143 acres, located in the City of Sanger’s ETJ, and generally located
on the north east corner of FM 455 and Union Hill Road.
9. Consideration and possible action on authorizing staff to issue a Request for Proposal
2023-02 for the Porter Park softball field renovations.
10. Consideration and possible action on contract with All American Dogs for animal
control services.
11. Consideration and possible action to purchase a Fire Apparatus, Ladder Truck in the
amount of $1,793,532.00 through an Interlocal Purchasing Agreement with HGAC and
authorizing the City Manager to execute all necessary documentation.
FUTURE AGENDA ITEMS
The purpose of this item is to allow the Mayor and Councilmembers to bring forward items they
wish to discuss at a future meeting, A Councilmember may inquire about a subject for which
notice has not been given. A statement of specific factual information or the recitation of
existing policy may be given. Any deliberation shall be limited to a proposal to place the subject
on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with
a consensus of the Council or at the call of the Mayor.
INFORMATIONAL ITEMS
Information Items are for informational purposes only. No action may be taken on items listed
under this portion of the agenda.
12. Disbursements Report September 2022
13. Financial Statement August 2022
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14. CIP Report October 12, 2022
15. Financial Statement September 2022
16. Atmos Rider GCR - Rate Filing Docket No. 10170 - October 26, 2022
ADJOURN
NOTE: The City Council reserves the right to adjourn into Executive Session as authorized by
Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item
on its open meeting agenda in accordance with the Texas Open Meetings Act, including,
without limitation Sections 551.071-551.087 of the Texas Open Meetings Act.
CERTIFICATION
I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is
readily accessible to the general public at all times and was posted on the City of Sanger
website on November 2, 2022, at 3:00 PM.
/s/Kelly Edwards
Kelly Edwards, City Secretary
The Historical Church is wheelchair accessible. Request for additional accommodations or sign
interpretation or other special assistance for disabled attendees must be requested 48 hours
prior to the meeting by contacting the City Secretary’s Office at 940.458.7930.
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CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Kelly Edwards, City Secretary
AGENDA ITEM: Consideration and possible action on the minutes from the October 14, 2022,
work session.
SUMMARY:
N/A
FISCAL INFORMATION:
Budgeted: N/A Amount: $0.00 GL Account: N/A
RECOMMENDED MOTION OR ACTION:
Approve the minutes from the October 14, 2022, work session.
ATTACHMENTS:
10-14-2022 City Council work session minutes
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Item 2.
City Council Minutes 10-14-2022
Page 1 of 2
CITY COUNCIL
WORK SESSION MINUTES
OCTOBER 14, 2022, 2:00 PM
CITY COUNCIL WORK SESSION
201 BOLIVAR STREET AND 300 JONES STREET, SANGER, TEXAS
CALL THE WORK SESSION TO ORDER AND ESTABLISH A QUORUM
Mayor Muir called the work session to order at 2:06 p.m.
COUNCILMEMBERS PRESENT
Mayor Thomas Muir
Mayor Pro Tem, Place 2 Gary Bilyeu
Councilmember, Place 1 Marissa Barrett
Councilmember, Place 3 Dennis Dillon
Councilmember, Place 4 Allen Chick
Councilmember, Place 5 Victor Gann
COUNCILMEMBERS ABSENT
None
STAFF MEMBERS PRESENT:
City Manager John Noblitt, Assistant City Manager Alina Ciocan, Director of Public Works Jim
Bolz, and Wastewater Treatment Plant Superintendent Chris Hiesler.
DISCUSSION ITEMS
1. KSA Engineering update regarding the Water and Sewer system.
KSA Representatives Shriram Manivannan and Bob Fisher provided a presentation and
overview
Discussion ensued regarding KSA’s Company profile, siting study, current City owned
site in the floodplain, timelines for permitting and construction City versus Developer.
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Item 2.
City Council Minutes 10-14-2022
Page 2 of 2
2. Tour of the Wastewater Treatment Plant located at 300 Jones Street.
Superintendent Hiesler led the plant tour for City Council Members and Staff members.
ADJOURN THE WORK SESSION
There being no further business, Mayor Muir adjourned the work session at 4:40 p.m.
_______________________________
Thomas E. Muir, Mayor
______________________________
John Noblitt, City Manager
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Item 2.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Kelly Edwards, City Secretary
AGENDA ITEM: Consideration and possible action on the minutes from the October 17, 2022,
meeting.
SUMMARY:
N/A
FISCAL INFORMATION:
Budgeted: N/A Amount: $0.00 GL Account: N/A
RECOMMENDED MOTION OR ACTION:
Approve the minutes from the October 17, 2022, meeting.
ATTACHMENTS:
10-17-2022 City Council regular minutes
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Item 3.
City Council Minutes 10-17-2022
Page 1 of 3
CITY COUNCIL
MEETING MINUTES
OCTOBER 17, 2022, 7:00 PM
CITY COUNCIL REGULAR MEETING
HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS
CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM
Mayor Muir called the regular meeting to order at 7:00 p.m.
COUNCILMEMBERS PRESENT
Mayor Thomas Muir
Mayor Pro Tem, Place 2 Gary Bilyeu
Councilmember, Place 1 Marissa Barrett
Councilmember, Place 3 Dennis Dillon
Councilmember, Place 4 Allen Chick
Councilmember, Place 5 Victor Gann
COUNCILMEMBERS ABSENT
None
STAFF MEMBERS PRESENT:
City Manager John Noblitt, Assistant City Manager Alina Ciocan, City Secretary Kelly Edwards,
City Attorney Hugh Coleman, Director of Development Services Ramie Hammonds, Marketing
and Civic Engagement Director Donna Green, and Chief of Police Waylan Rhodes.
INVOCATION AND PLEDGE
Councilmember Bilyeu gave the invocation, the Pledge of Allegiance was led by Councilmember
Gann.
CITIZENS COMMENTS
No one addressed the Council.
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Item 3.
City Council Minutes 10-17-2022
Page 2 of 3
REPORTS
1. Presentation and update on Development Services Department activities.
Director Hammonds acknowledged the Development Staff and then provided a
presentation and overview of the Development Services Department.
Discussion ensued regarding the online submission software Community Core, illegal
signage, the Brush Program, grease trap reporting, and current commercial and
residential growth.
CONSENT AGENDA
2. Consideration and possible action on the revised minutes from the September 6, 2022,
meeting.
3. Consideration and possible action on the minutes from the October 3, 2022, joint work
session.
4. Consideration and possible action on the minutes from the October 3, 2022, meeting.
Motion to approve made by Councilmember Barrett, Seconded by Councilmember
Gann.
Voting Yea: Councilmember Chick, and Councilmember Dillon.
Abstaining: Councilmember Bilyeu.
Motion passed 4-0-1.
ACTION ITEMS
5. Consideration and possible action on authorizing the City Manager to execute a
contract with Antero Group for the rewrite of the Subdivision, Zoning and Sign
Ordinance in an amount not to exceed $70,000.
Director Hammonds provided an overview of the agreement.
Discussion ensued regarding the 12-month completion timeline, conflicts with the
current Code, and the County development requirements properties in Sanger’s
Exterritorial Jurisdiction (ETJ).
Motion to approve made by Councilmember Barrett, Seconded by Councilmember
Dillon.
Voting Yea: Councilmember Bilyeu, Councilmember Chick, and Councilmember Gann.
Motion passed unanimously.
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Item 3.
City Council Minutes 10-17-2022
Page 3 of 3
6. Consideration and possible action on authorizing staff to issue a Request for Proposal
for fireworks display.
Director Green stated that the Request is for a similar display performed during the
Fourth of July celebration.
Discussion ensued regarding the contract options.
Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember
Dillon.
Voting Yea: Councilmember Barrett, Councilmember Chick, and Councilmember Gann.
Motion passed unanimously.
FUTURE AGENDA ITEMS
Councilmember Dillon requested a future work session to discuss the City’s vision and planning
and development strategies.
Councilmember Barrett requested during this future work session Staff provide the planning
process of using the Comprehensive Plan and speaking points.
Councilmember Gann also requested during the future work session for Staff to provide the
current progress and status of developments.
INFORMATIONAL ITEMS
7. Atmos Rider GCR - Rate Filing under Docket No. 10170
ADJOURN
There being no further business, Mayor Muir adjourned the meeting at 7:49 p.m.
_______________________________
Thomas E. Muir, Mayor
______________________________
Kelly Edwards, City Secretary
10
Item 3.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Jim Bolz, Director of Public Works
AGENDA ITEM: Consideration and possible action on a contract with Maguire Iron, Inc for full-
service water storage maintenance and asset maintenance plan for .200MG
elevated storage tank located at Acker Street in the amount not to exceed
$565,516.00 and further authorizing the City Manager to execute.
SUMMARY:
• Staff issued an RFQ for full-service water storage maintenance and asset maintenance plan
on June 27, 2022
• Maguire Iron, Inc was selected to perform the maintenance plans on July 20, 2022
• August 15, 2022 City Council authorized the City Manager to negotiate a contract for full-
service water storage maintenance and asset maintenance plan
• The City wishes to enter into a contract with Maguire Iron, Inc for the work to be performed
• Scope of work that Maguire Iron, Inc has been contracted to perform includes:
o Painting of interior and exterior of tank surfaces
o Tank inspections and cleanout
o Disinfection prior to bringing back online
o Remove and properly dispose of any sediment found in tanks
FISCAL INFORMATION:
Budgeted: YES Amount: $565,516.00 GL Account: Enterprise Capital
Project Fund
RECOMMENDED MOTION OR ACTION:
Staff recommends approval
ATTACHMENTS:
Full-Service Maintenance Plan – .200MG Acker Street Elevated Tank
Agreement with Maguire Iron Services for Maintenance of the Acker Street Multi-Leg – 200 Mg
Water Tower
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Item 4.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Jim Bolz, Director of Public Works
AGENDA ITEM: Consideration and possible action on a contract with Maguire Iron, Inc for full-
service water storage maintenance and asset maintenance plan for .100MG
ground storage tank located at Cherry Street in the amount not to exceed
$297,770.00 and further authorizing the City Manager to execute.
SUMMARY:
• Staff issued an RFQ for full-service water storage maintenance and asset maintenance plan
on June 27, 2022
• Maguire Iron, Inc was selected as the firm to perform the maintenance plans on July 20,
2022
• August 15, 2022 City Council authorized the City Manager to negotiate a contract for full-
service water storage maintenance and asset maintenance plan
• The City wishes to enter into a contract with Maguire Iron, Inc for the work to be performed
• Scope of work that Maguire Iron, Inc has been contracted to perform includes:
o Painting of interior and exterior of tank surfaces
o Tank inspections and cleanout
o Disinfection prior to bringing back online
o Remove and properly dispose of any sediment found in tanks
FISCAL INFORMATION:
Budgeted: YES Amount: $297,770.00 GL Account: Enterprise Capital
Project Fund
RECOMMENDED MOTION OR ACTION:
Staff recommends approval
ATTACHMENTS:
Full-Service Maintenance Plan - .100MG Cherry Street Ground Storage Tank
Agreement with Maguire Services for Maintenance of the 100Mg Ground Storage Tank Located at
Cherry Street
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Item 5.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Jim Bolz, Director of Public Works
AGENDA ITEM: Consideration and possible action on a contract with Maguire Iron, Inc for full-
service water storage maintenance and asset maintenance plan for .300MG
ground storage tank located at Cherry Street in the amount not to exceed
$440,750.00 and further authorizing the City Manager to execute.
SUMMARY:
• Staff issued an RFQ for full-service water storage maintenance and asset maintenance plan
on June 27, 2022
• Maguire Iron, Inc was selected as the firm to perform the maintenance plans on July 20,
2022
• August 15, 2022 City Council authorized the City Manager to negotiate a contract for full-
service water storage maintenance and asset maintenance plan
• The City wishes to enter into a contract with Maguire Iron, Inc for the work to be performed
• Scope of work that Maguire Iron, Inc has been contracted to perform includes:
o Painting of interior and exterior of tank surfaces
o Tank inspections and cleanout
o Disinfection prior to bringing back online
o Remove and properly dispose of any sediment found in tanks
FISCAL INFORMATION:
Budgeted: YES Amount: $440,750.00 GL Account: Enterprise Capital
Project Fund
RECOMMENDED MOTION OR ACTION:
Staff recommends approval
ATTACHMENTS:
Full-Service Maintenance Plan - .300MG Cherry Street Ground Storage Tank
Agreement with Maguire Services for Maintenance of the 300MG Ground Tank Located at Cherry
Street
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Item 6.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Jim Bolz, Director of Public Works
AGENDA ITEM: Consideration and possible action on a contract with Maguire Iron, Inc for full-
service water storage maintenance and asset maintenance plan for .100MG
ground storage tank located at Utility Road in the amount not to exceed
$144,397.00 and further authorizing the City Manager to execute.
SUMMARY:
• Staff issued an RFQ for full-service water storage maintenance and asset maintenance plan
on June 27, 2022
• Maguire Iron, Inc was selected as the firm to perform the maintenance plans on July 20,
2022
• August 15, 2022 City Council authorized the City Manager to negotiate a contract for full-
service water storage maintenance and asset maintenance plan
• The City wishes to enter into a contract with Maguire Iron, Inc for the work to be performed
• Scope of work that Maguire Iron, Inc has been contracted to perform includes:
o Painting of interior and exterior of tank surfaces
o Tank inspections and cleanout
o Disinfection prior to bringing back online
o Remove and properly dispose of any sediment found in tanks
FISCAL INFORMATION:
Budgeted: YES Amount: $144,397.00 GL Account: Enterprise Capital Project
Fund
RECOMMENDED MOTION OR ACTION:
Staff recommends approval
ATTACHMENTS:
Full-Service Maintenance Plan - .100MG Utility Road Ground Storage Tank
Agreement with Maguire Services for Maintenance of the 100MG Ground Storage Tank Located on
Utility Road
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Item 7.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Ramie Hammonds, Development Services Director
AGENDA ITEM: Consideration and possible action on a Final Plat of lots 1 and 2, of Union Hill
Road Addition, being 13.143 acres, located in the City of Sanger’s ETJ, and
generally located on the north east corner of FM 455 and Union Hill Road.
SUMMARY:
The applicant is proposing to create 2 single family lots. One lot of 9.970 acres and one lot of 2.0
acres, from 1 previously unplatted tract.
Lot 1 has been zoned R-2 and Lot 2 will remain Agricultural.
Lot 1 has 134 feet of frontage and Lot 2 has 827 feet of frontage.
The applicant is dedicating 1.173 acres of right-of-way for Union Hill Road.
This site meets the Lake Ray Roberts zoning requirements and was approved by the Lake Ray Roberts
Zoning Board and Commissioners Court.
The property is located in the City of Sanger’s ETJ.
The Planning and Zoning Commission recommended APPROVAL on October 10, 2022.
FISCAL INFORMATION:
Budgeted: N/A Amount: N/A GL Account: N/A
RECOMMENDED MOTION OR ACTION:
Staff recommends APPROVAL.
ATTACHMENTS:
Location Map
Final Plat
Application
Letter of Intent
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Item 8.
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JOB NO.
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DATE:
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DRAWN BY:
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SCALE:
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PAGE:
1 OF 1
111 N. DIXON ST.
GAINESVILLE, TX 76240
PH. 940-665-9105
TBPLS FIRM NO. 10048000
T
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STATE OF TEXAS
COUNTY OF DENTON
I, RON ALLEN, OWNER OF THE LAND SHOWN ON THIS PLAT WITHIN THE ARE
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
WHEREAS RON ALLEN IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL
OF LAND SITUATED IN THE R. BEEBE SURVEY, ABSTRACT NUMBER 29 DENTON
COUNTY, TEXAS AND BEING A PART OF A CALLED 25.324 ACRE TRACT OF LAND
DESCRIBED IN THE DEED TO RON ALLEN AS RECORDED IN DOCUMENT
NUMBER 1993-56703 OF THE REAL PROPERTY RECORDS OF DENTON COUNTY,
TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE TRACT BEING DESCRIBED
HEREIN, AT A 2-INCH OPEN ENDED PIPE FOUND FOR CORNER AT THE
SOUTHEAST CORNER OF SAID 25.324 ACRE TRACT AND THE SOUTHWEST
CORNER OF A CALLED 10.365 ACRE TRACT OF LAND DESCRIBED IN THE TO J.
YOUNG LAND & CATTLE LTD AS RECORDED IN DOCUMENT NUMBER 2013-1410
OF SAID REAL PROPERTY RECORDS AND IN THE NORTH RIGHT OF WAY LINE OF
FARM TO MARKET 455;
THENCE SOUTH 65 DEGREES 55 MINUTES 48 SECONDS WEST WITH THE SOUTH
LINE OF SAID 25.324 ACRE TRACT AND THE NORTH LINE OF SAID FARM TO
MARKET 455 A DISTANCE OF 449.02 FEET TO A CAPPED IRON ROD SET FOR
CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE WITH SAID CURVE TO THE RIGHT WITH AN ARC LENGTH OF 281.25
FEET, A RADIUS OF 671.16 FEET, AND WHOSE CHORD BEARS SOUTH 77
DEGREES 56 MINUTES 06 SECONDS WEST, WITH A CHORD LENGTH OF 279.19
FEET TO A PK NAIL SET FOR CORNER IN THE CENTER OF AN ASPHALT SURFACE
ROAD UNDER APPARENT PUBLIC USE POSTED AS UNION HILL ROAD AT THE
SOUTHEAST CORNER OF FALLMEADOW PHASE III, AN ADDITION TO DENTON
COUNTY AS RECORDED IN CABINET V, SLIDE 577 OF THE PLAT RECORDS OF
DENTON COUNTY, TEXAS;
THENCE NORTH 00 DEGREES 48 MINUTES 00 SECONDS EAST WITH THE WEST
LINE OF SAID 25.324 ACRE TRACT AND THE EAST LINE OF SAID FALLMEADOW
PHASE III, ALONG SAID UNION HILL ROAD, A DISTANCE OF 965.20 FEET TO A PK
NAIL SET FOR CORNER AT THE SOUTHWEST CORNER OF A CALLED 2.500 ACRE
TRACT OF LAND DESCRIBED IN THE DEED TO PHILLIP G. AD SHIRLEY STRATTON
AS RECORDED IN DOCUMENT NUMBER 2001-31045 OF SAID REAL PROPERTY
RECORDS;
THENCE SOUTH 85 DEGREES 22 MINUTES 06 SECONDS EAST WITH THE SOUTH
LINE OF SAID 2.500 ACRE TRACT A DISTANCE OF 685.85 FEET TO A CAPPED
IRON ROD SET FOR CORNER;
THENCE SOUTH 01 DEGREES 12 MINUTES 30 SECONDS WEST WITH THE EAST
LINE OF SAID 12.412 ACRE TRACT AND THE WEST LINE OF SAID 10.365 ACRE
TRACT, ALONG OR NEAR A FENCE A DISTANCE OF 668.38 FEET TO THE PLACE
OF BEGINNING AND CONTAINING 13.143 ACRES OF LAND, MORE OR LESS.
I, J.E. THOMPSON II, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS,
DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY ON THE
GROUND AND THAT ALL CORNERS ARE SET WITH 1/2" CAPPED IRON RODS OR FOUND AS
INDICATED.
__________________________________________
J.E. THOMPSON II R.P.L.S.
TEXAS REGISTRATION NO. 4857
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E.
THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME
FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY
THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2020.
___________________________________
NOTARY PUBLIC, TEXAS
N
0'60'120'
EASEMENT LINES =
DEED/LOT LINES =
FENCE LINES =
ADJOINER LINES =
XX
OVERHEAD UTILITY =
ASPHALT ROAD =
OHU
LINETYPE LEGEND
PROPERTY LINE =
GRAVEL ROAD =
SURVEY LINES =
LEGEND
= PROPERTY CORNER
= BENCHMARK
= TELEPHONE/UTILITY RISER
= BURIED CABLE MARKER
= TELEPHONE MANHOLE
= POWER/UTILITY POLE
= LIGHT POLE
= GUY WIRE
= ELECTRIC VAULT
= ELECTRIC TRANSFORMER
= WATER METER
= WATER VALVE
(TR/UR)
(BCM)
(TMH)
(PP/UP)
(LP)
(GUY)
(VLT)
(TRAN)
(WM)
(WV)
CIRF
IRF
CIRS
MFCP
WFCP
( )
POB
R.O.W.
= CAPPED IRON ROD FOUND
= CAPPED IRON ROD SET
= METAL FENCE CORNER POST
= WOOD FENCE CORNER POST
= PLAT/DEED CALLS
= POINT OF BEGINNING
= RIGHT-OF-WAY
= IRON ROD FOUND
= ASPHALT SURFACE
= CONCRETE SURFACE
= GRAVEL SURFACE
FINAL PLAT
UNION HILL ROAD ADDITION
LOT 1 (9.970 ACRES) &
LOT 2 (2.00 ACRES)
(1.173 ACRES RIGHT OF WAY DEDICATION)
BEING 13.143 ACRES
IN THE R. BEEBE SURVEY,
ABSTRACT NO. 29
ETJ CITY OF SANGER
DENTON COUNTY, TEXAS
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT RON ALLEN, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY
ADOPT THIS PLAY DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS UNION HILL ROAD ADDITION,
AN ADDITION TO THE CITY OF SANGER, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE
FOREVER BY FEE SIMPLE TITLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, ALL STREETS,
THOROUGHFARES, ALLEYS, FIRE LANES, DRIVE AISLES, PARKS, AND WATERCOURSES, AND TO THE PUBLIC
USE FOREVER EASEMENTS FOR SIDEWALKS, STORM DRAINAGE FACILITIES, UTILITIES AND ANY OTHER
PROPERTY NECESSARY TO SERVE THE PLAT AND TO IMPLEMENT THE REQUIREMENTS OF THE
SUBDIVISION REGULATIONS AND OTHER CITY CODES AND DO HEREBY BIND OURSELVES, OUR HEIRS,
SUCCESSORS AND ASSIGNS TO WARRANT AND TO FOREVER DEFEND THE TITLE ON THE LAND SO
DEDICATED. FURTHER, THE UNDERSIGNED COVENANTS AND AGREES THAT HE/SHE SHALL MAINTAIN ALL
EASEMENTS AND FACILITIES IN A STATE OF GOOD REPAIR AND FUNCTIONAL CONDITION AT ALL TIMES IN
ACCORDANCE WITH CITY CODES AND REGULATIONS. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER
IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE
EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE INSTALLED, IF APPROVED BY
THE CITY OF SANGER. THE CITY OF SANGER AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO
ACCESS AND MAINTAIN ALL RESPECTIVE EASEMENTS WITHOUT THE NECESSITY AT ANY TIME OF
PROCURING PERMISSION FROM ANYONE.
______________________________________________
RON ALLEN DATE
STATE OF TEXAS
COUNTY OF ________________
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED RON ALLEN, KNOWN
TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND
ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS
THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2022.
___________________________________
NOTARY PUBLIC, TEXAS
SURVEYOR
J.E. THOMPSON II
ALL AMERICAN SURVEYING
111 N. DIXON ST.
GAINESVILLE, TX 76240
PH. 940-665-9105
JT@ALLAMERICANSURVEYING.COM
UTILITY PROVIDERS:
ELECTRIC:
COSERV
7701 S STEMMONS FWY
CORINTH, TX 76210
(940) 321-7800
WATER:
BOLIVAR WATER SUPPLY CORPORATION
4151 F.M. 455
SANGER, TX, 76266
(940) 458-7050
VICINITY MAP
(NOT TO SCALE)
N
SITE
PREPARATION DATE: 10/03/2022
OWNER
RON ALLEN
2122 UNION HILL ROAD
SANGER, TX 76266
PH. 940-368-0072
APPROVED AND ACCEPTED
______________________________________________
MAYOR, CITY OF SANGER DATE
ATTESTED BY:
_______________________________________________
CITY SECRETARY, CITY OF SANGER DATE
APPROVED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SANGER, TEXAS
ON THIS THE __________ DAY OF ____________, 20______
___________________________________________________
CHAIRPERSON, PLANNING & ZONING COMMISSION
___________________________________________________
CITY SECRETARY
(1 INCH = 60 FEET )
GENERAL NOTES:
1.FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR OF DENTON
COUNTY, TEXAS, COMMUNITY NUMBER 48121, EFFECTIVE DATE 4-18-2011 AND THAT MAP INDICATES THAT
THIS PROPERTY IS WITHIN "NON-SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2%
ANNUAL CHANCE FLOODPLAIN", A PORTION OF THIS PROPERTY IS IN "SHADED ZONE X" DEFINED AS "
AREAS OF 0.2% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD, AND A PORTION OF THIS PROPERTY IS IN "ZONE AE" DEFINED AS " SPECIAL FLOOD
HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH A BASE ELEVATION
DETERMINED" AS SHOWN IN PANEL 0245 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT
THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON
RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY
MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF
THE SURVEYOR.
2.WATER SERVICE TO BE SUPPLIED BY BOLIVAR WATER SUPPLY CORPORATION, 4151 F.M. 455, SANGER, TX,
76266; CONTACT (940) 548-3931.
3.ELECTRIC SERVICE TO BE PROVIDED BY COSERV, 701 S STEMMONS FWY, CORINTH, TX 76210; CONTACT
(940) 321-7800
4.SANITARY SEWER TO BE PROVIDED BY PRIVATE FACILITIES AS APPROVED BY THE DENTON COUNTY
PUBLIC HEATH DEPARTMENT.
5.BEARINGS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM NAD 83 NORTH CENTRAL TEXAS
ZONE AND G.P.S. OBSERVATIONS COORDINATES SHOWN ON GRID.
6.THIS PROPERTY IS LOCATED IN THE LAKE RAY ROBERTS PLANNING AND ZONING JURISDICTION.
7.THIS PROPERTY IS LOCATED WITHIN THE ETJ OF THE CITY OF SANGER, DENTON COUNTY, TEXAS.
8.THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE 13.143 ACRES INTO TWO (2) LOTS
9.SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF STATE LAW AND IS
SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
10.ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND
MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A
FACILITIES AGREEMENT, TO BE REVIEW AND APPROVED BY THE CITY
11.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD
CONTACT THE CITY REGARDING.
12.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.
13.THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY.
14.THE PURPOSE OF THIS PLAT IS TO CREATE ONE RESIDENTIAL LOT.
71
Item 8.
72
Item 8.
73
Item 8.
74
Item 8.
75
Item 8.
LETTER OF INTENT
May 18, 2022
RON ALLEN
CITY OF SANGER, TEXAS
2122 UNION HILL ROAD
SANGER, TEXAS 76266
RE: UNION HILL ROAD ADDITION
CITY OF SANGER:
PLEASE FIND THIS DOCUMENT TO SEVE AS THE REQUIRED LETTER OF INTENT FOR UNION HILL ROAD
ADDITION.
SUBDIVIDER: RON ALLEN
CONTACT: RON ALLEN, (940) 368-0072
DESIGNATED POINT OF CONTACT: RON ALLEN
INTENT OF APPLICATION: ZONING CHANGE AND PRELIMINARY PLAT SUBMISSION APPROVAL
UNION HILL ROAD ADDITION IS A PROPOSED SINGLE-FAMILY DEVELOPMENT LOCATED APPROXIMATELY
2.5 MILES EAST OF THE CITY OF CITY OF SANGER AT THE INTERSECTION OF FARM TO MARKET 455 AND
UNION HILL ROAD. THE DEVELOPER IS PROPOSING A TWO ACRE LOT BE ZONED AS SINGLE-FAMIL AND
THE REMAINING ACREAGE TO STAY IN AGRICULTRE ZONE. THIS SITE WILL HAVE UITILITIES PROVIDED BY
BOLIVAR WATER SUPPLY CORP. AND COSERV ELECTRIC. ACCORDING TO FEMA, THIS PROPERTY IS
DETERMINED TO BE “OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN”.
THE SITE IS CURRENTLY ZONED AS AG AND I REQUEST THE FOLLOWING:
LOT SIZE- MINIMUM 2 ACRES
I RESPECTFULLY REQUEST THAT THE PLAT AND REZONING APPLICATION BE REVIEWED AND
CONSIDERED BY THE PLANNING & ZONING COMMISION AND THE CITY OF SANGER TOWN COUNCIL.
IF YOU HAVE QUESTIONS OR CONCERNS, PLEASE CALLE ME.
THANK YOU,
RON ALLEN
76
Item 8.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Shani Bradshaw, Director of Economic Development and Ryan Nolting, Parks &
Recreation Superintendent
AGENDA ITEM: Consideration and possible action on authorizing staff to issue a Request for
Proposals (RFP# 2023-02) for the Porter Park softball field renovations.
SUMMARY:
May 16, 2022, City Council authorized the City to engage with Parkhill for professional design
services for renovations to Porter Park.
June 29, 2022, Staff, 4B board members and a representative for the Parks board met with Parkhill
to discuss the design of Porter Park.
July 26, 2022, Parkhill presented to the 4B board the Opinion of Probable Construction Cost and a
Concept Design.
The RFP is to contract with a qualified construction firm that is capable of providing services to
complete the project.
FISCAL INFORMATION:
Budgeted: YES Amount: GL Account:
RECOMMENDED MOTION OR ACTION:
Staff recommends approval.
ATTACHMENTS:
Request for Proposal
Bid Specifications
77
Item 9.
Parkhill.com
October | 2022
Parkhill Project # 03815622
PROJECT MANUAL
CITY OF SANGER
Request for Proposal
Porter Park Softball Field Renovations
RFP # 2023-02
Sanger, Texas
78
Item 9.
City of Sanger
Porter Park Softball Field Renovations
03815622 TABLE OF CONTENTS PAGE - 1
10/22
TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
Advertisement for Proposals
Background
Scope of Work
Bidder Qualifications
Proposal Schedule
Selection Process
Award
Submittal Response Guidelines
Awarded Contractor Requirements
Solicitation Standard Terms and Conditions
Submittal Forms
Proposal Submittal Check List
Bid Proposal
Qualifications Statement
Historically Underutilized Business (HUB)
Questionnaire
EXHIBIT A – TECHNICAL SPECIFICATIONS
DIVISION 01 - GENERAL REQUIREMENTS
01 10 00 Summary
01 20 00 Price and Payment Procedures
01 30 00 Administrative Requirements
01 33 00 Submittal Procedures
01 40 00 Quality Requirements
01 42 00 References
01 50 00 Temporary Facilities and Controls
01 57 23 Temporary Stormwater Pollution Control
01 60 00 Product Requirements
01 70 00 Execution and Closeout Requirements
DIVISION 02 - EXISTING CONDITIONS
02 41 19 Selective Demolition
DIVISIONS 03 - 28
Not Used
DIVISION 31 - EARTHWORK
31 10 00 Site Clearing
31 20 00 Earth Moving
31 22 16.10 Fine Grading for Athletic Field
10/21/2022
79
Item 9.
City of Sanger
Porter Park Softball Field Renovations
03815622 TABLE OF CONTENTS PAGE - 2
10/22
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 13 13 Concrete Paving
32 13 73 Concrete Paving Joint Sealants
32 17 23.95 Pavement Markings and Signs
32 31 13 Chain Link Fences and Gates
32 33 00 Site Furnishings
32 92 00 Turf and Grasses
DIVISIONS 33 - 48
Not Used
EXHIBIT B - PLANS
10/21/2022
80
Item 9.
1
Table of Contents
ADVERTISEMENT FOR PROPOSALS ..................................................................................................... 2
BACKGROUND .......................................................................................................................................... 3
SCOPE OF WORK ....................................................................................................................................... 3
BIDDER QUALIFICATIONS ..................................................................................................................... 3
PROPOSAL SCHEDULE ............................................................................................................................ 3
SELECTION PROCESS .............................................................................................................................. 4
AWARD ....................................................................................................................................................... 5
SUBMITTAL RESPONSE GUIDELINES .................................................................................................. 5
AWARDED CONTRACTOR REQUIREMENTS ...................................................................................... 6
SOLICITATION STANDARD TERMS AND CONDITIONS ................................................................... 7
SUBMITTAL FORMS ............................................................................................................................... 27
PROPOSAL SUBMITTAL CHECK LIST ................................................................................................ 28
BID PROPOSAL ........................................................................................................................................ 29
QUALIFICATIONS STATEMENT........................................................................................................... 40
HISTORICALLY UNDERUTILIZED BUSINESS (HUB) QUESTIONNAIRE ...................................... 48
EXHIBIT A – TECHNICAL SPECIFICATIONS
EXHIBIT B – PLANS
81
Item 9.
2
CITY OF SANGER
ADVERTISEMENT FOR PROPOSALS
City of Sanger is soliciting proposals for the construction of the following project:
PORTER PARK SOFTBALL FIELD RENOVATIONS
Proposals must be delivered to City of Sanger at 502 Elm Street, Sanger, Texas 76266, no later than 12:00
PM local time, Tuesday, December 6, 2022, and then publicly opened and read aloud at 2:00 p.m. in the
Conference Room, located at 502 Elm Street, Sanger, Texas 76266.
Electronic (PDF) Plans, Specifications and Contract Documents are available at no cost through the office
of Parkhill. Contact the office of Parkhill to secure Electronic (PDF) Plans, Specifications, and Contract
Documents:
Parkhill
255 N. Center Street, Suite 200
Arlington, Texas 76011
817.649.3216
ircarrasco@parkhill.com
Questions regarding distribution of Contract Documents and design related questions for this project shall
be directed to Parkhill (attention Iridian Carrasco). Email questions to Iridian Carrasco at
ircarrasco@parkhill.com. All questions concerning this project shall be submitted by 5:00 PM on
Wednesday, November 30, 2022. Any questions submitted after this time and date will not be addressed.
This project generally consists of: Demolition, earthwork, fencing, moving home plate and bases, softball
infield surfacing, foul poles, scoreboards, concrete curb at backstop, concrete sidewalk replacement, ADA
striping, turfgrass and irrigation.
Bidders must submit a bidder's bond with their proposal as a guarantee that the Bidder will enter into a
contract for the project with the Owner within ten (10) days of Notice of Award of the contract. The security
must be payable to the Owner in the amount of five percent (5%) of the bid submitted. Contractor must
execute the contract, bonds and certificates of insurance on the forms provided in the Contract Documents.
Contractors for this Project must pay no less than the prevailing wage rates for the area established by the
Owner and included in the contract documents. Performance, Payment and Maintenance Bonds, bound to
the City of Sanger are required, each in an amount of not less than one-hundred percent (100%) of the
contract price, conditioned upon the faithful performance of the contract and upon payment of all persons
supplying labor or furnishing materials.
City of Sanger reserves the right to adopt the most advantageous interpretation of the bids submitted in the
case of ambiguity or lack of clearness in stating proposal prices, to reject any or all bids, and/or waive
formalities. Bids may not be withdrawn within ninety (90) days from date on which bids are opened.
Advertising Dates: November 13, 2022
November 20, 2022
82
Item 9.
3
BACKGROUND
John Porter Sports Park is an existing park with three softball fields located at 2201 South
Stemmons in Sanger, Texas. The project purpose is to move home plate, pitcher’s rubber, bases,
infield limits, and outfield fence back towards the existing backstop to allow for regulation
softball play at each existing softball field. Also within scope are three new scoreboards, a new
curb at backstop, new foul poles, minor sidewalk replacement, ADA parking striping and ADA
signage modification.
SCOPE OF WORK
Scope of work is outlined and detailed in the construction documents and specifications provided
and generally consists of the following: Demolition, earthwork, fencing, moving home plate and
bases, softball infield surfacing, foul poles, scoreboards, concrete curb at backstop, concrete
sidewalk replacement, ADA striping, turfgrass and irrigation.
BIDDER QUALIFICATIONS
· Bidder must be engaged in the business of construction for a minimum of five (5) years.
· Bidders must have successfully completed at least five (5) projects of similar scope. This
qualification must be demonstrated through references provided in the bidder’s response.
· Bidder must have a good reputation in the business of construction and not currently
engaged in any legal disputes regarding projects.
· Bidder must be in good financial standing, not in any form of bankruptcy, current in
payment of all taxes and fees such as state franchise fees. City reserves the right to
request a copy of CONTRACTOR’s audited or un-audited financial statement.
PROPOSAL SCHEDULE
1. Request for Proposals Issued November 13, 2022
2. Documents made Available November 14, 2022
3. Deadline for Submitting Questions November 30, 2022
4. Bid Submittal Due at 12:00 PM December 6, 2022
5. Bids Opened and Read Aloud at 2:00 PM
6. City Council Approval
December 6, 2022
January 3, 2023
7. Start of Construction January 10, 2023
8. Construction Completion March 10, 2023
83
Item 9.
4
SELECTION PROCESS
The selection process will not be fee-based only, but will be weighted heavily on other important
issues critical to the success of this Project. The following are key issues in the Owner's selection
decision, not necessarily in order of priority:
City reserves the right to reject any and all CSP(s).
A. Selection and Evaluation Criteria:
· The Bidder’s price, including general conditions and general requirements
· The Bidder’s successful and cost-effective experience and expertise with demolition,
construction and reconstruction projects of similar size, scope and quality.
· The Bidder’s past performance and demonstrated capability on similar projects with this
or other local municipality and on construction of publicly funded projects.
· The Bidder’s proposed project personnel as shown in a project organizational chart and
including their qualifications and experience as evidenced by their resumes.
· The Bidder’s recent experience with project cost estimates, as well as project budget and
schedule adherence.
· The Bidder’s safety record supported by accurate verifiable data.
· The Bidder’s reference letter indicating the quality of previous work on similar projects
and satisfaction from past customers.
B. Consideration may also be given to any additional information and comments at the
selection phase if it reflects on the Bidder’s qualifications to perform.
C. Scoring (100 Point Scale)
· 35 points – Bidder and Individual Qualifications
o Bidder’s number of years in business, size and staffing.
o Bidder’s experience on demolition, construction and reconstruction of similar scope,
size and quality.
o Bidder’s safety record and successful completion of municipal projects.
o Experience of proposed personnel on similar projects and as a project team.
· 35 points – Capability and Capacity to Perform Work
o Workload and availability to meet schedule.
o Project management plan, including project organization chart.
o Proposed project schedule.
· 15 points – Budget and Fees
o Project price.
o Cost estimating detail and accuracy.
o Base fee.
o Fee adjustments.
· 15 points – References
o Meeting schedules and deadlines.
o Controlling cost and meeting budgets.
o Communication and cooperation.
84
Item 9.
5
AWARD
The CITY will attempt to award the Contract within 30 days after the opening of bids. The
award, if made, shall be to the bidder with the best value for the City; but in no case shall the
award be made until after investigations are made as to the responsibility of the bidder to whom
it is proposed to award the Contract. If awarded the Contract, the bidder shall execute the
Contract and finalize/provide the required bonds and evidence of insurance within 3 days after
receipt of the awarded Contract.
SUBMITTAL RESPONSE GUIDELINES
Bidder response to this Request for Proposals shall include:
· Completed and signed Proposal Check List.
· Bid Proposal Form filled in with unit prices, extended prices, and total. Prices must be held
firm for a period of ninety (90) days.
· Qualifications Statement. All information should be accurate and up-to-date. Reference
information provided must include correct phone and email contact.
· Bid Affirmation form reviewed and signed.
· Completed Historically Underutilized Business Questionnaire. If CONTRACTOR is not a
certified HUB or DBE mark "NO," sign and include with your bid.\ Bidder must verify that
they (1) do not have a practice, policy, guidance, or directive that discriminates against a
firearm entity or firearm trade association; and (2) will not discriminate during the term
of the contract against a firearm entity or firearm trade
association.
· Bidder must verify that it will not boycott Israel during the term of the contract.
Bidder must verify that it will not do business with Iran, Sudan or a foreign terrorist
organization while providing services to the City.
· All proposals shall be accompanied by a Bid Bond in the amount of five (5) percent of
the total anticipated construction costs from an approved surety company holding a
permit from the State of Texas to act as surety (and acceptable according to the latest list
of companies holding certificates of authority from the Secretary of the Treasury of the
United States) or other surety or sureties acceptable to the Owner, payable without
recourse to the Owner, as a guarantee that the bidder will enter into a contract.
Bids without a Surety-issued bid bond will not be considered. All bid bonds will be
returned to the respective bidders within thirty (30) days after the bids are opened, except
those which the Owner elects to hold until the successful bidder has executed the
contract. Thereafter, all remaining securities, including security of the successful bidder,
will be returned within fifteen (15) days.
85
Item 9.
6
AWARDED CONTRACTOR REQUIREMENTS
· CONTRACTOR shall execute contract, applicable bonds, Certificate of Insurance, a
Form 1295 Certificate of Interested Parties and provide to CITY in the time frame
required by this document.
· CONTRACTOR shall sign the necessary agreements entering into the required Contract
with CITY. No Contract shall be binding on CITY until all authorized signatures required
by law have been affixed and the executed Contract delivered to CONTRACTOR.
· The successful CONTRACTOR is required to provide all bonding information to his/her
subcontractors and suppliers upon request; also all subcontractors shall provide proof of
insurance and workman’s compensation documents to the general contractor.
· CONTRACTOR must provide proof of current certificate of insurance meeting the
requirements as outlined in this specification throughout the duration of the project.
· Prior to beginning construction, the successful CONTRACTOR shall:
o Submit a Construction Schedule.
o Provide a 24-hour emergency telephone contact.
o Submit a schedule of values.
86
Item 9.
7
SOLICITATION STANDARD TERMS AND CONDITIONS
1. INSTRUCTIONS: These standard terms apply to all
solicitations.
2. BEST INTEREST: City reserves the right to reject any or
all responses and to waive formalities. City also reserve the
right to purchase through State awarded contracts or other
intergovernmental agreements when it is in the best interest
of the City.
3. PRICING: Price(s) quoted must be held firm for ninety
(90) days to allow for evaluation unless otherwise noted in
this document.
4. SILENCE OF SPECIFICATION: The apparent silence
of these specifications as to any detail or to the apparent
omission of a detailed description concerning any point,
shall be regarded as meaning that only the best commercial
practices are to prevail. All interpretations of these
specifications shall be made on the basis of this statement.
5. F.O.B.: All shipping shall be F.O.B. Destination.
6. SPLIT AWARD: City of Sanger reserves the right to
award a separate contract to separate CONTRACTORs for
each item/group or to award one contract for the entire bid.
7. WITHDRAWAL OF RESPONSE TO
SOLICITATION: A response may not be withdrawn or
cancelled by CONTRACTOR for a period of ninety (90)
days following the date designated for the receipt without
approval by the City.
8. ERROR-QUANTITY: Submittals must be made on units
of quantity specified, extend, and show total(s). In the
event of discrepancies in extension, the unit price shall
govern.
9. LATE SUBMITTALS: Submittals received after the
submission deadline shall be returned unopened and will
be considered void and unacceptable. City of Sanger is not
responsible for lateness from any carrier for any reason.
10. TAXES: City of Sanger is exempt from Federal
Manufacture's Excise, and State Sales taxes. TAX MUST
NOT BE INCLUDED IN PRICING. Tax exemption
certificates will be executed by the City and furnished upon
request.
11. ADDENDA: Any interpretations, corrections or changes
to these specifications will be made by addenda. Sole
issuing authority of the addenda shall be vested in Parkhill.
Addenda will be mailed to all who are known to have
received a copy of this solicitation. It is the responsibility
of proposers to ensure they have received and understand
any issued addenda.
12. PROTEST: Protests shall be submitted in writing and filed
with the City Manager no less than three business days
prior to the City Council meeting at which the award
appears on the agenda. A written response will be prepared
by the Purchasing Manager in consultation with the end
user department and City Attorney.If the protesting
CONTRACTOR does not agree with the staff
recommendation, they may appeal to the City Council.
Protesting CONTRACTORs must contact the City
Secretary in order to be acknowledged and heard by City
Council at the first available Council meeting.
13. PAYMENT TERMS: Payment terms are Net 30 unless
otherwise specified by the City in this document.
14. PATENT RIGHTS: CONTRACTOR agrees to
indemnify and hold the City harmless from any claim
involving patent right infringement or copyrights on goods
supplied.
15. FUNDING: City of Sanger is a home-rule municipal
corporation operated and funded on an annual basis for
Oct. 1 to Sept. 30. City reserves the right to terminate,
without liability to the City, any contract for which funding
is not available.
16. ASSIGNMENT: CONTRACTOR shall not sell, assign,
transfer, or convey this contract in whole or in part, without
the prior written consent of the City.
17. VENUE/CHOICE OF LAW: Venue for any dispute
shall be Denton County, Texas. This agreement will be
governed and construed according to the laws of the State
of Texas.
18. COMPLIANCE WITH LAWS: Contractor shall be fully
responsible for its employees, including meeting all state
and federal requirements for minimum wage, income taxes
withholding, workers' compensation, insurance, and all
city, state, and federal requirements governing
employer/employee relations and shall require its
subcontractors on this project to provide this same
certification to the City.
19. RIGHT OF REVIEW: CONTRACTOR covenants and
agrees that the City, upon reasonable notice to
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CONTRACTOR, may review any of the work performed
by CONTRACTOR under this Contract.
20. DELIVERY TIMES: Deliveries will be acceptable only
during normal working hours at the designated City
Municipal Facility.
21. STANDARD WARRANTY: Any standard
manufacturer’s warranty shall be provided and submitted
to the City of Sanger upon request.
22. PACKAGING: Unless otherwise indicated, items will be
new, unused, and in first class condition in containers
suitable for damage-free shipment and storage.
23. ORDERS AND INVOICING: A Purchase Order
Number is required for all purchases. All invoices must
identify the purchase order number, include the bid unit
pricing by item, identify the ordering department/user, and
include contact phone and email.
24. CONFLICT OF INTEREST: The successful
CONTRACTOR hereby covenants and agrees that during
the Contract period that CONTRACTOR and any of
CONTRACTOR’s associates and employees will have no
interest nor acquire any interest, either direct or indirect,
which will conflict in any manner with the performance of
the services called for under this Contract. All activities,
investigations and other efforts made by CONTRACTOR
pursuant to this Contract will be conducted by employees
or associates of CONTRACTOR. CONTRACTOR further
covenants and agrees that it understands that the Code of
Ordinances of the City of Sanger prohibits any officer or
employee of the City from having any financial interest,
either direct or indirect, in any business transaction with
the City. Any violation of this paragraph which occurred
with the actual or constructive knowledge of
CONTRACTOR will render this contract voidable by the
City.
a. FORM CIQ – is required when a conflict exists in
accordance with Chapter 176, Local Government
Code, by a vendor who has a business relationship
as defined by Section 176.001(1-a) with a local
governmental entity and the vendor meets
requirements under Section 176.006(a). By law
this questionnaire must be filed with the records
administrator of the local governmental entity not
later than the 7th business day after the date the
vendor becomes aware of facts that require the
statement to be filed. See Section 176.006(a-1),
Local Government Code. A vendor commits an
offense if the vendor knowingly violates Section
176.006, Local Government Code. An offense
under this section is a misdemeanor. This form
may be obtained from the Texas Ethic
Commission’s website.
25. CONFIDENTIAL WORK: Any reports, designs, plan,
information, project evaluations, data or any other
documentation given to or prepared or assembled by
CONTRACTOR under this contract shall be kept
confidential and may not be made available to any
individual or organization by CONTRACTOR without the
prior written approval of the City except as may be required
by law.
26. WARRANTY, HOLD HARMLESS, AND
INDEMNITY: CONTRACTOR warrants that the
commodities it delivers to the City shall be delivered in a
good and workmanlike manner, and that any items
delivered to the City under this contract will be fit for the
particular purpose for which it was furnished.
CONTRACTOR shall defend, indemnify, and hold the
City whole and harmless against any and all claims for
damages, costs, and expenses to persons or property that
may arise out of, or be occasioned by, the execution or
performance of this Contract or any of CONTRACTOR's
activities or any act of commission or omission related to
this Contract of any representative, agent, customer,
employee, sub-CONTRACTOR or invitee of
CONTRACTOR or any representative, agent, employee,
or servant of the City. If an item is covered by a
manufacturer's warranty, it is the responsibility of
CONTRACTOR to obtain the information for City and to
get the manufacturer to honor the warranty.
27. PROPRIETARY INFORMATION: Any material or
information that is considered proprietary in nature must be
clearly marked as such and will be treated as confidential
by the City of Sanger to the extent permitted under the
Open Records Act.
28. WAIVER OF ATTORNEYS FEES: CONTRACTOR
and City expressly covenant and agree that in the event of
any litigation arising between the parties to this contract,
each party shall be solely responsible for payment of its
attorneys and that in no event shall either party be
responsible for the other party's attorney's fees regardless
of the outcome of the litigation.
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29. CHANGE ORDERS: No Oral statement of any person
shall modify or otherwise change or affect the terms,
conditions, or specifications stated in the resulting contract.
All change orders to the contract will be made in writing
by the City of Sanger. Any additional work requested
through change order shall be at the same unit costs
submitted by CONTRACTOR at the time of bidding the
project.
30. TERMINATION: City may, at its option and without
prejudice to any other remedy to which it may be entitled
at law or in equity, terminate the right for CONTRACTOR
to accept further orders under this Contract, in whole or in
part, by giving at least thirty (30) days prior written notice
thereof to CONTRACTOR with the understanding that no
further orders may be accepted after the date specified in
such notice. City shall equitably compensate
CONTRACTOR, in accordance with the terms of this
Contract for the commodities properly ordered prior to the
date specified in such notice following inspection and
acceptance of same by the City. CONTRACTOR shall not,
however, be entitled to lost or anticipated profits should the
City choose to exercise its option to terminate.
31. TERMINATION FOR DEFAULT: The CITY reserves
the right to enforce the performance of this purchase order
in any manner prescribed by law or deemed to be in the
best interest of CITY in the event of breach or default. The
CITY reserves the right to terminate the purchase order
immediately in the event CONTRACTOR fails to: (1) meet
delivery schedules, or (2) otherwise perform in accordance
with this contract and incorporated documents. Breach of
contract or default authorizes CITY to award to another
CONTRACTOR, purchase elsewhere and charge the full
increase in cost and handling to the defaulting
CONTRACTOR.
32. PERFORMANCE OF WORK: CONTRACTOR or
CONTRACTOR’s associates and employees shall perform
all the work called for in this Contract. CONTRACTOR
hereby covenants and agrees that all of CONTRACTOR’s
associates and employees who work on this project shall be
fully qualified to undertake same and competent to do the
work described in this Contract, and the services performed
shall be performed in a good and workmanlike manner, and
that the finished product shall be fit for the particular use(s)
contemplated by this agreement.
33. OWNERSHIP OF DOCUMENTS: CONTRACTOR
acknowledges that City owns all notes, reports, or other
documents, intellectual property or documentation
produced by CONTRACTOR pursuant to this agreement
or in connection with its work which are not otherwise
public records. CONTRACTOR acknowledges that City
shall have copyright privileges to those notes, reports,
documents, processes and information. CONTRACTOR
shall provide City a copy of all such notes, reports,
documents, and information (except to the extent that they
contain confidential information about third parties) at City
expense upon written request.
34. DRUG FREE WORKPLACE: CONTRACTOR hereby
covenants and agrees that during the contract period that
CONTRACTOR and any of CONTRACTOR’s associates
and employees shall be in compliance with CITY’S drug
free workplace policy.
35. INSPECTION: All goods and services will be subject to
inspection and testing by CITY prior to acceptance. Goods
rejected and goods supplied in excess of quantities ordered
may be returned to CONTRACTOR at its expense. If any
of the goods or services are found at any time to be
defective in material or workmanship, or otherwise not in
conformity with the requirements of this purchase order,
including any applicable drawings and specifications, then
CITY, in addition to such other rights and remedies it may
have by contract or by law or equity, at its sole discretion
may reject and return such goods at CONTRACTOR's
expense, require CONTRACTOR to inspect the goods and
remove nonconforming goods and/or require
CONTRACTOR to replace nonconforming goods or
services with conforming goods or services.
36. PACKAGING: All goods must be packaged in the manner
as specified by CITY and shipped in the manner and by the
route and carrier designated by CITY. If CITY does not
specify the manner in which the goods must be packaged,
CONTRACTOR shall package the goods so as to avoid
any damage in transit. If CITY does not specify the manner
of shipment, route or carrier, CONTRACTOR shall ship
the goods at the lowest possible transportation rates,
consistent with CONTRACTOR's obligation to meet the
delivery schedule set forth in this Order.
37. AUDIT: CITY reserves the right to audit the records and
performance of contractor during the contract and for three
years thereafter.
38. INSURANCE: CONTRACTOR shall procure and
maintain for the duration of the contract, insurance against
claims for injuries to persons or damages to property,
which may arise from or in connection with the
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performance of the work hereunder by the vendor, his
agents, representatives, employees or subcontractors. The
cost of such insurance shall be paid by the vendor and
included in any bids.
MINIMUM SCOPE OF INSURANCE
Coverage shall be at least as broad as:
a. Insurance Services Office Commercial General Liability
coverage "occurrence" form CG 00 01 (04 13). "Claims
Made" form is unacceptable. Policy will include coverage
for:
i. Premises - Operations
ii. Broad Form Contractual Liability
iii. Products and Completed Operations
iv. Use of Contractors and Subcontractors
v. Personal Injury
vi. Broad Form Property Damage
vii. Explosion Collapse and Underground (XCU)
Coverage (when applicable, Fire Damage, Medical
Expense.
NOTE: The aggregate loss limit applies to each
project.
b. Automobile Liability - as required by the State of Texas,
covering all owned, hired, or non-owned vehicles.
Automobile Liability is only required if vehicle(s) will be
used under this contract.
c. Workers' Compensation insurance as required by the
Labor Code of the State of Texas, including Employers'
Liability Insurance.
d. Professional Liability Insurance.
e. Builders' Risk Insurance.
f. Excess Liability Insurance - For projects exceeding
$1,000,000.
g. Bid/Payment/Performance Bond to cover the project.
MINIMUM LIMITS OF INSURANCE/BOND
Insurance Type Limit
Commercial General Liability $1,000,000 Per Occurrence
$2,000,00 Aggregate
Automobile Liability $1,000,000 Combined Single
Limit
Worker’s Compensation /
Employer’s Liability
Statutory
$1,000,000
Professional Liability $1,000,000 Per Occurrence
$2,000,00 Aggregate
Builders’ Risk Completed Value of Structure
Excess Liability $5,000,000 for Projects
exceeding $1M
Bid Bond 5% of Anticipated
Construction Cost
Payment Bond 100% of Contract Sum
Performance Bond 100% of Contract Sum
Maintenance Bond 100% of Contract Sum (2 yr.)
OTHER INSURANCE PROVISIONS
The policies are to contain, or be endorsed to contain the
following provisions:
1. General Liability and Automobile Liability Coverages
a. City, its officers, officials, employees, Boards and
Commissions and volunteers are to be added as
"Additional Insured" as respects liability arising out
of activities performed by or on behalf of the vendor,
products and completed operations of the vendor,
premises owned, occupied or used by
CONTRACTOR. The coverage shall contain no
special limitations on the scope of protection afforded
to the City, its officers, officials, employees or
volunteers. It is understood that the business auto
policy under "Who is an Insured" automatically
provides liability coverage in favor of the City.
b. The vendor's insurance coverage shall be primary
insurance as respects the City, its officers, officials,
employees and volunteers. Any insurance or self-
insurance maintained by the City, its officers,
officials, employees or volunteers shall be excess of
the vendor's insurance and shall not contribute with
it.
c. Any failure to comply with reporting provisions of
the policy shall not affect coverage provided to the
City, its officers, officials, employees, Boards and
Commissions or volunteers.
d. The vendor's insurance shall apply separately to each
insured against whose claim is made or suit is
brought, except to the limits of the insured's liability.
2. Workers' Compensation and Employer's Liability
Coverage - The insurer shall agree to waive all rights of
subrogation against the City, its officers, officials,
employees and volunteers for losses arising from work
performed by the vendor for the City.
3. Professional Liability – A claims made policy is
acceptable coverage which must be maintained during the
course of the project and up to two (2) years after
completion and acceptance of the project by the City.
4. All Coverages - Each insurance policy required by this
clause shall be endorsed to state that coverage shall not be
suspended, voided, canceled or non-renewed by either
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party, reduced in coverage or in limits except after thirty
(30) days prior written notice by certified mail, return
receipt requested, has been given the City.
ACCEPTABILITY OF INSURERS
All insurance shall be issued by responsible insurance
companies eligible to do business in the State of Texas
and having an A.M. Best Financial rating of A-VI or
better.
VERIFICATION OF COVERAGE
Contractor shall furnish the City of Sanger with
certificates of insurance affecting coverage required. The
certificates for each insurance policy are to be signed by
a person authorized by that insurer to bind coverage on its
behalf. Certificates of Insurance must be submitted on a
form approved by the Texas Department of Insurance.
Certificates of Insurance similar to the ACCORD form are
acceptable. City will not accept Memorandums of
Insurance or Binders as proof of insurance. City reserves
the right to require complete, certified copies of all
required insurance policies at any time.
39. CERTIFICATE OF INTERESTED PARTIES 1295
FORM: At time of contract execution CONTRACTOR
must provide a signed 1295 Form received directly from
the State of Texas.
https://www.ethics.state.tx.us/whatsnew/elf_info_form12
95.htm.
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SPECIAL TERMS AND CONDITIONS FOR CONSTRUCTION
1. CONTRACTOR’S DUTY AND SUPERINTENDENT:
CONTRACTOR shall give adequate attention to the faithful
prosecution and completion of this contract and shall keep a
full-time competent superintendent (with five (5) years
minimum supervisory experience & work resume), and any
other assistants on the project during its progress. The
superintendent shall represent CONTRACTOR in his
absence and all directions given to him shall be as binding
as if given to CONTRACTOR.
City shall have the right to have the Superintendent
furnished by CONTRACTOR removed pursuant to the
contract documents if, in the City’s sole judgment, such
superintendent is not fulfilling his or her obligations under
this contract, including, but not limited to, said
superintendent’s failure or inability to properly interpret and
implement the plans and the specifications, to effectively
expedite the work and supervise all employees utilized in
connection therewith, to ensure adequate communication
with, and a minimum inconvenience to, the public, or to
cooperate with utilities, railroads, other contractors or
agencies working on the project or near the project. Failure
of CONTRACTOR to replace the superintendent when
requested by the City shall be cause for the City to withhold
partial payments.
CONTRACTOR is and at all times shall remain an
independent CONTRACTOR, solely responsible for the
manner and method of completing this work under this
contract, with full power and authority to select the
means, method and manner of performing such work, so
long as such methods do not adversely affect the
completed improvements, CITY being interested only in
the result obtained and conformity of such completed
improvements to the plans, specifications and contract.
Likewise, CONTRACTOR shall be solely responsible for
the safety of himself, his employees and other persons, as
well as for the protection of the safety of the
improvements being erected and the property of himself
or any other person, as a result of his operations
hereunder. Design construction drawings and
specifications as well as any additional information
concerning the work to be performed passing from or
through CITY, shall not be interpreted as requiring or
allowing CONTRACTOR to deviate from the plans and
specifications, the intent of such drawings, specifications
and any other such instructions being to define with
particularity the agreement of the parties as to the work
CONTRACTOR is to perform. CONTRACTOR shall be
fully and completely liable, at his own expense, for
design, construction, installation and use, or non-use, of
all items and methods incident to performance of the
contract, and for all loss, damage or injury incident
thereto, either to person or property, including, without
limitation, the adequacy of all temporary supports,
shoring, bracing, scaffolding, machinery or equipment,
safety precautions or devices, and similar items or devices
used by him during construction.
Any review of work in process, or any visit or observation
during construction, or any clarification of plans and
specifications, by CITY, or any agent, employee, or
representative of either of them, whether through personal
observation on the project site or by means of approval of
shop drawings for temporary construction or construction
processes, or by other means or method, is agreed by
CONTRACTOR to be for the purpose of observing the
extent and nature of work completed or being performed, as
measured against the drawings and specifications
constituting the contract, or for the purpose of enabling
CONTRACTOR to more fully understand the plans and
specifications so that the completed construction work will
conform thereto, and shall in no way relieve
CONTRACTOR from full and complete responsibility for
the proper performance of his work on the project, including
but without limitation the propriety of means and methods
of CONTRACTOR in performing said contract, and the
adequacy of any designs, plans or other facilities for
accomplishing such performance.
Deviation by CONTRACTOR from plans and
specifications that may have been in evidence during any
such visitation or observation by CITY, or any of his
representatives, whether called to CONTRACTOR’S
attention or not shall in no way relieve CONTRACTOR
from responsibility to complete all work in accordance with
said plans and specifications.
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2. CONTRACTOR’S UNDERSTANDING: It is
understood and agreed that CONTRACTOR, by careful
examination, is satisfied as to the nature and location of the
work, the conformation of the ground, the character, quality
and quantity of the materials to be encountered, the
character of equipment and facilities needed preliminary to
and during the prosecution of the work, the general and local
conditions, and all other matters which can in any way affect
the work under this contract. No verbal agreement or
conversation with any officer, agent or employee of CITY,
or any of its representatives either before or after the
execution of this contract, shall affect or modify any of the
terms or obligations herein contained.
3. CHARACTER OF WORKERS: CONTRACTOR agrees
to employ only orderly and competent workers, skillful in
the performance of the type of work required under this
contract, to do the work; and agrees that whenever CITY
shall inform in writing that any worker(s) on the project are,
in his opinion, incompetent, unfaithful or disorderly, such
worker(s) shall be discharged from the project and shall not
again be employed for this project without CITY’S written
consent.
4. FIELD OFFICES: The installation of field offices shall be
permitted only at such places as approved by CITY. In
addition, all sanitary conditions of the grounds in or about
such structures shall at all times be maintained in a manner
satisfactory to CITY. CONTRACTOR shall be responsible
for obtaining for all necessary Permits.
CONTRACTOR shall not be required to provide a field
office for CITY's Field Representative; however,
CONTRACTOR’S Superintendent shall be available on the
job site at all times when portions of the work are in
progress.
5. SANITATION: Necessary sanitary conveniences for use
by workers on the project shall be properly secluded from
public observation and shall be constructed and maintained
by CONTRACTOR in such manner and at such points as
approved by CITY. Onsite sanitary convenience facilities
and their use shall be strictly enforced.
6. SHOP DRAWINGS: CONTRACTOR shall submit to
DESIGN TEAM and CITY, with such promptness as to
cause no delay in work or in that of any other
CONTRACTOR, digital files (PDF), unless otherwise
specified, of all shop and/or setting drawings and
schedules required for the work of the various trades, and
DESIGN TEAM shall review them with reasonable
promptness, making desired comments. CONTRACTOR
shall make any revisions required by DESIGN TEAM;
file revised copies and furnish other copies as may be
needed. The DESIGN TEAM review of such drawings or
schedules shall not relieve CONTRACTOR from
responsibility for deviations from drawings or
specifications, unless CONTRACTOR has, in writing,
called DESIGN TEAM’S attention to such deviations at
the time of submission, nor shall it relieve
CONTRACTOR from responsibility for errors of any sort
in shop drawings or schedules. It shall be
CONTRACTOR’S responsibility to fully and completely
review all shop drawings to ascertain their effect on
CONTRACTOR’S ability to perform the required
contract work in accordance with the plans and
specifications and within the contract time.
Such review by DESIGN TEAM shall be for the sole
purpose of determining the sufficiency of said drawings
or schedules to result in finished improvements in
conformity with the plans and specifications, and shall not
relieve CONTRACTOR of his duty as an independent
contractor as previously set forth, it being expressly
understood and agreed that DESIGN TEAM does not
assume any duty to pass upon the propriety or adequacy
of such drawings or schedules, or any means or methods
reflected thereby, in relation to the safety of either person
or property during CONTRACTOR’S performance
hereunder.
7. PRELIMINARY APPROVAL: The DESIGN TEAM
shall not have the power to waive the obligations of this
contract for the furnishing by CONTRACTOR of good new
material, and of his performing good work as herein
described, and in full accordance with the plans and
specifications. No failure or omission of DESIGN TEAM to
discover, object to or condemn any defective work or
material shall release CONTRACTOR from the obligations
to fully and properly perform the contract, including without
limitations, the obligation to at once tear out, remove and
properly replace the same at any time prior to final
acceptance upon the discovery of said defective work or
material; provided, however, that DESIGN TEAM shall,
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upon request of CONTRACTOR, inspect and accept or
reject any material furnished, and in event the material has
been once accepted by DESIGN TEAM, such acceptance
shall be binding on CITY unless it can be clearly shown that
such material furnished does not meet the specifications for
this work.
Any questioned work may be ordered taken up or removed
for re-examination, by CITY, prior to final acceptance, and
if found not in accordance with the specifications for said
work, all expense of removing, re-examination and
replacement shall be borne by CONTRACTOR, otherwise
the expense thus incurred shall be allowed as EXTRA
WORK, and shall be paid for by CITY; provided that, where
inspection or approval is specifically required by the
specifications prior to performance of certain work, should
CONTRACTOR proceed with such work without
requesting prior inspection or approval CONTRACTOR
shall bear all expense of taking up, removing, and replacing
this work if so directed by CITY.
8. DEFECTS AND THEIR REMEDIES: It is further
agreed that if the work or any part thereof, or any material
brought on the site of the work for use in the work or
selected for the same, shall be deemed by CITY as
unsuitable or not in conformity with the specifications,
CONTRACTOR shall, after receipt of written notice thereof
from CITY, forthwith remove such material and rebuild or
otherwise remedy such work so that it shall be in full
accordance with this contract.
9. CHANGES AND ALTERATIONS: CONTRACTOR
further agrees that CITY may make such changes and
alterations as CITY may see fit, in the line, grade, form,
dimensions, plans or materials for the work herein
contemplated, or any part thereof, either before or after the
beginning of the construction, without affecting the validity
of this contract and the accompanying Performance,
Payment and Maintenance Bonds.
If such changes or alterations diminish the quantity of the
work to be done, they shall not constitute the basis for a
claim for damages, or anticipated profits on the work that
may be dispensed with. If the amount of work is
increased, and the work can fairly be classified under the
specifications, such increase shall be paid for according to
the quantity actually done and at the unit price (as
applicable). In case CITY shall make such changes or
alterations which make useless any work already done or
material already furnished or used in said work, then
CITY shall compensate CONTRACTOR for any material
or labor so used, and for any actual loss occasioned by
such changes due to actual expenses incurred in
preparation for the work as originally planned.
10. KEEPING OF PLANS, SPECIFICATIONS AND
RECORD DRAWINGS ACCESSIBLE: The CITY OR
DESIGN TEAM shall furnish CONTRACTOR with three
(3) sets of plans and specifications, if desired, at no expense
to CONTRACTOR. Additional sets of plans may be
purchased from DESIGN TEAM.
CONTRACTOR shall maintain, at the Job Site, one copy of
all Drawings, Specifications, Addenda, approved Shop
Drawings, and Change Orders, in good order and marked to
record all changes made during construction, and updated
daily. These shall be referred to as record drawings, and
shall be available to CITY and DESIGN TEAM at all times
with the latest revisions noted thereon. The As-Built
drawings, marked to record all changes made during
construction, shall be delivered to CITY upon completion of
the Project, with a letter signed by CONTRACTOR stating
that the record plans submitted show all changes made
during construction.
CONTRACTOR shall review the updated record drawings
with CITY AND DESIGN TEAM, at the time of the
monthly application for payment submittal. Failure of
CONTRACTOR to maintain the record drawings shall be
grounds for the withholding of that month’s application for
payment submittal, until the record drawings are properly
updated and reviewed.
CONTRACTOR shall have a Registered Professional
land Surveyor (RPLS) tie "as-built" locations of all
valves, blow offs, manholes, inlets, bends, tees, crosses,
P.C.’s, P.T.’s, and at every five hundred (500) feet along
straight lines and curves on proposed mains. Horizontal
and vertical data must be collected for each tie. Ties shall
be made at the top of pipe and all control points and bench
marks used in the survey shall be consistent with the plans
and reported. Such work will be performed prior to
backfill and the results furnished to the City. The points
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shall be recorded and reviewed monthly on the "as-built"
drawings. CONTRACTOR shall also provide an ASCII
file containing point number, northing coordinate, easting
coordinate, elevation, and point description for each tie
and control point used in the survey. The ASCII file shall
be submitted with the monthly invoice on Digital Video
Disc (DVD) and at the end of the project with the "as-
built" drawings in electronic format on a DVD
accompanied with a hard copy print of the file.
Construction As Built Surveying shall only be performed
if called out as a bid item or listed as subsidiary to another
bid item.
11. OWNERSHIP OF DRAWINGS: All drawings,
specifications and copies thereof furnished by CITY OR
DESIGN TEAM shall not be reused on other work and, with
the exception of the signed contract sets, are to be returned
to CITY on request, at the completion of the work. All
models (if any) are the property of CITY.
12. ADEQUACY OF DESIGN/CONSTRUCTION: It is
understood that CITY believes it has employed a competent
team of engineers and designers. It is, therefore, agreed that
DESIGN TEAM shall be responsible for the adequacy of
the design, sufficiency of the Contract documents, the safety
and integrity of the completed structure and the
practicability of the operations of the completed project;
provided CONTRACTOR has complied with the
requirements of the said Contract Documents, all approved
modifications thereof, and additions and alterations thereto
approved in writing by CITY and DESIGN TEAM.
CONTRACTOR is bound to perform his services to the
standards of the industry. If CONTRACTOR determines the
design to be inadequate, he shall notify CITY and DESIGN
TEAM prior to construction the items he feels are
inadequate. CONTRACTOR shall comply with the
requirements of the Contract Documents, all approved
modifications thereof, and additions and alterations thereto
approved in writing by CITY. The burden of proof of such
compliance shall be upon CONTRACTOR to show
compliance with said requirements of the Contract
Documents, approved modifications thereof and all
approved additions and alterations thereto.
13. RIGHT OF ENTRY: The CITY reserves the right to enter
the property or location on which the works herein
contracted for are to be constructed or installed, by such
agent or agents as he may elect, for the purpose of observing
or inspecting the work, or for the purpose of constructing or
installing such collateral work as said CITY may desire.
14. COLLATERAL CONTRACTS: The CITY agrees to
provide by separate contract or otherwise, all labor and
material essential to the completion of the work specifically
excluded from this contract, in such manner as not to delay
the progress of the work or damage said CONTRACTOR,
except where such delays are specifically mentioned
elsewhere in the Contract Documents.
15. DISCREPANCIES AND OMISSIONS: It is further
agreed that it is the intent of this contract that all work
must be done and all material must be furnished in
accordance with the generally accepted practice, and in
the event of any discrepancies between the separate
contract documents. In the event that there is still any
doubt as to the meaning and intent of any portion of the
contract, specifications or drawings, DESIGN TEAM
AND OR/CITY shall define which is intended to apply to
the work.
16. EQUIPMENT, MATERIALS AND CONSTRUCTION
AREA: CONTRACTOR shall be responsible for the care,
preservation, conservation, and protection of all materials,
supplies, machinery, equipment, tools, apparatus,
accessories, facilities, all means and methods of
construction, and any and all part of the work, whether
CONTRACTOR has been paid, partially paid, or not paid
for such work, until the entire work is completed and
accepted.
17. DAMAGES: In the event CONTRACTOR is damaged in
the course of the completion of the work by the act,
neglect, omission, mistake or default of CITY, or of any
other CONTRACTOR employed by CITY upon the work,
thereby causing loss to CONTRACTOR, CITY agrees
that he will reimburse to the extent allowable by law
CONTRACTOR for such loss. In the event CITY is
damaged in the course of the work by the act, negligence,
omission, mistake or default of CONTRACTOR, or
should CONTRACTOR unreasonably delay the progress
of the work being done by others on the job so as to cause
loss for which CITY becomes liable, then
CONTRACTOR shall reimburse CITY for such loss.
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18. PROTECTION AGAINST ACCIDENT TO
EMPLOYEES AND THE PUBLIC: CONTRACTOR
shall at all times exercise reasonable precautions for the
safety of employees and others on or near the work and shall
comply with all applicable provisions of Federal, State, and
Municipal safety laws and building and construction codes.
All machinery and equipment and other physical hazards
shall be guarded in accordance with the "Manual of
Accident Prevention in Construction", Latest Edition of the
Associated General Contractors of America except where
incompatible with Federal, State, or Municipal laws or
regulations. CONTRACTOR shall provide such machinery
guards, safe walkways, ladders, bridges, gangplanks, and
other safety devices. The safety precautions actually taken
and their adequacy shall be the sole responsibility of
CONTRACTOR, acting at his discretion as an independent
contractor.
19. PERFORMANCE, PAYMENT AND
MAINTENANCE BONDS: Unless otherwise specified, it
is further agreed by the parties to this Contract that
CONTRACTOR will execute separate performance,
payment and maintenance bonds, each in the sum of one
hundred (100) percent of the total contract price, in standard
forms for this purpose, guaranteeing faithful performance of
the work and the fulfillment of any guarantees required, and
further guaranteeing payment to all persons supplying labor
and materials or furnishing him any equipment in the
execution of the Contract, and further guaranteeing to make
all necessary repairs, reconstruction and renewal of any part
of said construction, and to furnish the labor and materials
to make good and to repair any defective condition growing
out of or on account of the breakage or failure of any
substance or the improper function of any part of the
constructed work, and reimburse the Owner for the costs of
all design services required to be furnished by the Owner
which are directly attributable to the restoration of the
constructed work, and it is agreed that this Contract shall not
be in effect until such performance, payment and
maintenance bonds are furnished to and approved by CITY.
Unless otherwise approved in writing by CITY, the Surety
Company underwriting the bonds shall be licensed to do
business in the State of Texas and be acceptable according
to the latest list of companies holding certificates of
authority from the Secretary of the Treasury of the United
States. Unless otherwise specified, the cost of the premium
for the performance and payment bonds shall be included in
CONTRACTOR’S proposal.
20. LOSSES FROM CAUSES: Unless otherwise specified,
all loss or damage to CONTRACTOR arising out of the
nature of the work to be done, or from the action of the
elements, or from any unforeseen circumstance in the
prosecution of the same, or from unusual obstructions or
difficulties which may be encountered in the prosecution of
the work, shall be sustained and borne by CONTRACTOR
at his own cost and expense.
21. PROTECTION OF ADJOINING PROPERTY: The
said CONTRACTOR shall take proper means to protect the
adjacent or adjoining property or properties in any way
encountered, which might be injured or seriously affected
by any process of construction to be undertaken under this
Agreement, from any damage or injury by reason of said
process of construction; and he shall be liable for any and all
claims for such damage on account of his failure to fully
protect all adjoining property. CONTRACTOR agrees to
indemnify, save and hold harmless CITY and DESIGN
TEAM against any claim or claims for damages due to any
injury to any adjacent or adjoining property, arising or
growing out of the performance of the contract; but any such
indemnity shall not apply to any claim or any kind arising
out of the existence or character of work.
22. PROTECTION AGAINST CLAIMS OF SUB-
CONTRACTORS, WORKERS, MATERIAL MEN
AND FURNISHERS OF MACHINERY,
EQUIPMENT AND SUPPLIES: CONTRACTOR agrees
that he will indemnify and save CITY and DESIGN TEAM
harmless from all claims growing out of the lawful demands
of sub-contractors, laborers, workmen, mechanics, material
men and furnishers of machinery and parts thereof,
equipment, power tools, and all supplies, including
commissary, incurred in the furtherance of the performance
of this contract. When so desired by CITY,
CONTRACTOR shall furnish satisfactory evidence that all
obligations of the nature hereinabove designated have been
paid, discharged or waived. If CONTRACTOR fails so to
do, then CITY may withhold from CONTRACTOR’S
unpaid compensation a sum of money deemed reasonably
sufficient to liquidate any and all such lawful claims until
satisfactory evidence is furnished that all liabilities have
been fully discharged, whereupon payments to
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CONTRACTOR shall be resumed in full, in accordance
with the terms of this contract, but in no event shall the
provisions of this sentence be construed to impose any
obligation upon CITY by either CONTRACTOR or his
Surety.
23. PROTECTION AGAINST ROYALTIES OR
PATENTED INVENTION: CONTRACTOR shall pay
all royalties and license fees, and shall provide for the use of
any design, device, material or process covered by letters
patent or copyright by suitable legal agreement with the
patentee or CITY. CONTRACTOR shall defend all suits or
claims for infringement of any patent or copyright rights and
shall indemnify and save CITY, and DESIGN TEAM
harmless from any loss on account thereof. If the material or
process specified or required by CITY and/or DESIGN
TEAM is an infringement, CONTRACTOR shall be
responsible for such loss unless he promptly gives such
information to CITY.
24. LAWS AND ORDINANCES: CONTRACTOR shall at
all times observe and comply with all Federal, State and
local laws, ordinances and regulations, which in any manner
affect the contract or the work, and with the execution of this
contract shall indemnify and save harmless CITY and
DESIGN TEAM against any claim arising from the
violation of any such laws, ordinances, and regulations
whether by CONTRACTOR or his employees, except
where such violations are called for by the provisions of the
Contract Documents. If CONTRACTOR observes that the
plans and specifications are at variance therewith, he shall
promptly notify CITY and DESIGN TEAM in writing, and
any necessary changes shall be adjusted as provided in the
contract for changes in the work. If CONTRACTOR
performs any work knowing it to be contrary to such laws,
ordinances, rules and regulations, and without such notice to
CITY and DESIGN TEAM, he shall bear all costs arising
therefrom. In case CITY is a body politic and corporate, the
law from which it derives its powers, insofar as the same
regulates the objects for which, or the manner in which, or
the conditions under which CITY may enter into contract,
shall be controlling, and shall be considered as part of this
contract, to the same effect as though embodied herein.
25. ASSIGNMENT AND SUBLETTING: CONTRACTOR
further agrees that he will retain personal control and will
give his personal attention to the fulfillment of this contract
and that he will not assign by Power of Attorney, or
otherwise, or sublet said contract without the written
consent of CITY, and that no part or feature of the work will
be sublet to anyone objectionable to DESIGN TEAM or
CITY. CONTRACTOR further agrees that the subletting of
any portion or feature of the work, or materials required in
the performance of this contract, shall not relieve
CONTRACTOR from his full obligations to CITY as
provided by this Agreement.
26. INDEMNIFICATION: CONTRACTOR with the
execution of this contract shall defend, indemnify and hold
harmless CITY and DESIGN TEAM and their respective
officers, agents and employees, from and against all
damages, claims, losses, demands, suits, judgments and
costs, including reasonable attorneys' fees and expenses,
rising out of or resulting from the performance of the work,
provided that any such damages, claim, loss, demand, suit,
judgment, cost or expense:
A. Is attributable to bodily injury, sickness, disease or death
or to injury to or destruction of tangible property (other than
the work itself) including the loss of use resulting therefrom;
and
B. Is caused in whole or in part by any negligent act or
omission of CONTRACTOR, any Subcontractor, anyone
directly or indirectly employed by any one of them or
anyone for whose acts any of them may be liable, regardless
of whether or not it is caused in part by a party indemnified
hereunder.
The obligation of CONTRACTOR under this Paragraph
shall not extend to the liability of CITY or DESIGN TEAM,
his agents or employees arising out of the preparation or
approval of maps, drawings, reports, surveys, Change
Orders, designs or specifications, or the giving of or the
failure to give directions or instructions by DESIGN
TEAM, his agents or employees, provided such giving or
failure to give is the primary cause of the injury or damage.
In the performance of this contract, CONTRACTOR
agrees to assume liability for doing or failing to do
anything that may result in the death of or bodily injury to
any person and loss of or damage to any property.
CONTRACTOR agrees to provide all necessary
safeguards and to take all proper precautions against the
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occurrence of accidents, injuries or damages to any
persons or property and to be responsible for and to
indemnify and save harmless CITY and DESIGN TEAM
from all loss or damage to any or all claims rising by
reason of accidents, injuries or damage to any persons,
including the employees and agents of CONTRACTOR,
and sub-contractor, or CITY or any property in
connection with work pursuant to this contract, regardless
of the degree of supervisory capacity any agent employee
of CITY might have, and from all fines, penalties or loss
incurred by reason of the violation of any law, regulation
or ordinance. CONTRACTOR further agrees to defend, at
CONTRACTOR’S expense, any and all suits or actions,
civil or criminal arising out of such claims or matters.
27. TIME AND ORDER OF COMPLETION: It is the
meaning and intent of this contract, unless otherwise
herein specifically provided, that CONTRACTOR shall
be allowed to prosecute his work at such time and seasons,
in such order of precedence, and in such manner as shall
be most conducive to economy of construction: provided,
however, that the order and the time of prosecution shall
be such that the work shall be completed as a whole and
in part, in accordance with this contract, the plans and
specifications, and within the time of completion
designated in the Proposal; provided, also, that when
CITY is having other work done, either by contract or his
own force, CITY may direct the time and manner of
constructing the work done under this contract, so that
conflicts will be avoided and the construction of the
various works being done for CITY shall be harmonized.
CONTRACTOR shall submit, at such times as may
reasonably be requested by CITY OR DESIGN TEAM,
schedules which shall show the order in which
CONTRACTOR proposes to carry on the work, with
dates at which CONTRACTOR will start multiple parts
of the work, and estimated dates of completion of the
multiple parts.
28. EXTENSION OF TIME: Should CONTRACTOR be
delayed in the completion of the work by any act or neglect
of CITY, or by other contractors employed by CITY, or by
changes ordered in the work, or by strikes, lockouts, fires
and unusual delays by common carriers, or unavoidable
causes beyond CONTRACTOR’S control, or by any cause
which DESIGN TEAM shall decide justifies the delay, then
an extension of time shall be allowed for completing the
work, sufficient to compensate for the delay, the amount of
the extension, to be determined by DESIGN TEAM,
provided however, that CONTRACTOR shall give
DESIGN TEAM notice in writing of the cause of such delay
within thirty (30) days of the event. The CITY shall have
thirty (30) days from the time CONTRACTOR submits his
request for the extension of time to respond in writing as to
the approval or denial.
If the extension is denied, the requirement for Failure to
Complete Work on Time will be enforced as specified in the
contract.
29. HINDRANCES AND DELAYS: CONTRACTOR shall
make no claims for damages resulting from hindrances or
delays from any cause (except where the work is stopped by
order of CITY) during the progress of any portion of the
work embraced in this contract. In case said work shall be
stopped by the act of CITY, then such expense as in the
judgment of DESIGN TEAM is caused by CITY; CITY
shall pay such stoppage of said work to CONTRACTOR.
30. QUANTITIES AND MEASUREMENTS: No extra or
customary measurements of any kind will be allowed, but
the actual measured and/or computed length, area, solid
contents, number and weight only shall be considered,
unless otherwise specifically provided.
31. ESTIMATED QUANTITIES: This agreement, including
the specifications and plans, is intended to show clearly all
work to be done and material to be furnished hereunder.
Where the estimated quantities are shown for the various
work to be done and material to be furnished under this
contract, they are approximate and are to be used only as a
basis for estimating the probable cost of the work and for
comparing the proposals offered for the work. It is
understood and agreed that the actual amount of work to be
done and material to be furnished under this contract may
differ somewhat from these estimates, and that where the
basis for payment under this contract is the unit price
method, payment shall be for the actual amount of such
work done and the material furnished.
Where payment is based on the unit price method,
CONTRACTOR agrees that he will make no claim for
damages, anticipated profits or otherwise on account of
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any differences which may be found between the
quantities of work actually done, the material actually
furnished under this contract and the estimated quantities
contemplated and contained in the specifications and
plans; provided, however, that in case the actual quantity
of any major item should become as much as twenty-five
(25%) percent more than or twenty-five (25%) percent
less than the estimated or contemplated quantity for such
items, then either party to this Agreement upon demand,
shall be entitled to a revised consideration upon the
portion of the work above or below twenty-five (25%)
percent of the estimated quantity.
A "Major Item" shall be construed to be any individual
bid item included in the proposal that has a total cost equal
to or greater than five (5) percent of the NOT TO
EXCEED TOTAL AMOUNT OF BID or any item that
exceeds twenty-five thousand dollars ($25,000).
Any revised consideration is to be determined by agreement
between the parties, otherwise by the terms of this
Agreement, as provided under "Extra Work."
32. PRICE OF WORK: In consideration of the furnishing of
all the necessary labor, equipment and material, and the
completion of all work by CONTRACTOR, and on the
completion of all work and of the delivery of all material
embraced in this Contract in full conformity with the
specifications and stipulations herein contained, CITY
agrees to pay CONTRACTOR the prices set forth in the
Proposal, which has been made a part of this request for bid
document. CONTRACTOR hereby agrees to receive such
prices in full for furnishing all material and all labor required
for the aforesaid work, also for well and truly performing
the same and the whole thereof in the manner and according
to this Agreement.
33. PARTIAL PAYMENTS: Except as otherwise provided
by the Contract, between the 25th day and the last day of
each month CONTRACTOR shall make an estimate of
the value of the work done during the month under the
specifications. CONTRACTOR shall prepare the estimate
on a form approved by CITY. CONTRACTOR shall
forward the estimate required above to CITY and
DESIGN TEAM by not later than the last day of the
month. The monthly estimate may include acceptable
nonperishable materials delivered to and stored at the
work site or an insured storage facility accessible to
CITY; payment for such stored materials shall be allowed
on the same percentage basis of the value as provided
hereinafter. The monthly estimate shall also provide such
supporting documentation as CITY and DESIGN TEAM
or the other applicable provisions of the specifications
may require. The CITY and DESIGN TEAM shall verify
that CONTRACTOR'S estimate matches the total value
of work done and acceptable non-perishable materials
delivered to the work site or insured storage facility, based
upon the bid proposal prices and quantities measured or
verified by CITY and DESIGN TEAM. In the event of a
discrepancy between quantities of work as shown in
CONTRACTOR'S estimate and measured quantities as
shown in CITY and DESIGN TEAM’S verification,
CITY and DESIGN TEAM’S determination or
measurement shall be final, and CONTRACTOR'S
estimate shall be adjusted to reflect the quantities of work
as shown by DESIGN TEAM and CITY’s verification.
Payment shall be made by CITY about thirty (30) days
after receipt of the estimate from CONTRACTOR. The
payment shall be for the total amount of the approved
estimate; less a retainage of ten (10) percent of the
completed work for contracts under four hundred thousand
($400,000). It is understood, however, that in case the whole
work be near to completion and some unexpected and
unusual delay occurs due to no fault and neglect on the part
of CONTRACTOR and CITY, then CITY may - upon
written recommendation of DESIGN TEAM - pay a
reasonable and equitable portion of the retained percentage
to CONTRACTOR, or CONTRACTOR at CITY'S option,
may be relieved of the obligation to fully complete the work
and, thereupon, CONTRACTOR shall receive payment of
the balance due him under the contract subject only to the
conditions stated under "Final Payment." CITY shall not
be liable for interest on any late or delayed payment
caused by any claim or dispute, any discrepancy in
quantities as described above, any failure to provide
supporting documentation or other information required
with the estimate or as a precondition to payment under
the Contract, or due to any payment CITY has a right to
withhold under the Contract.
No pay estimate requests shall be considered unless
submitted with the following items as one complete
package:
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· Updated Construction Schedule
· SWPPP Reports (Storm Water Pollution Prevention
Program) if required
· All test reports for the month (or payment period
duration)
· Updated as-built drawings reviewed by City
Inspector
Note: A check list of these items shall be accompanied by
a given pay estimate and shall be initialed by the City
Inspector prior to processing. (Please see Attachment 1 of
these bid documents).
CONTRACTOR shall submit to CITY and DESIGN
TEAM a Schedule of Values for each Lump Sum item of
work for review and approval 20 days before the work is
scheduled to be performed. CONTRACTOR shall itemize
in the Schedule of Values the actual costs to
CONTRACTOR to perform the various parts of the Lump
Sum item work which shall include a reasonable overhead
and profit cost item. Partial payment for Lump Sum items
shall be made based on the value and percentage of the
work in the bid item completed, as approved by DESIGN
TEAM and CITY and as reflected in the Schedule of
Values.
CONTRACTOR shall furnish to DESIGN TEAM and
CITY such detailed information as DESIGN TEAM and
CITY may request to assist in the review of monthly
estimates. It is understood that the monthly estimates shall
be approximate only, and all monthly estimates and
partial payments shall be subject to correction in the
estimate rendered following the discovery of an error in
any previous estimate, and such estimate shall not in any
respect be taken as an admission of DESIGN TEAM and
CITY of the amount of work done or of its quality or
sufficiency nor as an acceptance of the work or the release
of CONTRACTOR of any of its responsibility under the
Contract.
34. USE OF COMPLETED PORTIONS: The CITY shall
have the right to take possession of and use any completed
or partially completed portions of the work, notwithstanding
the fact that the time for completing the entire project or
such portions may not have expired, such taking possession
and use shall not be deemed as acceptance of any work
completed in accordance with the Contract Documents. If
such prior use increases the cost of or delays the project,
CONTRACTOR shall be entitled to such extra
compensation, or extension of time, or both, as DESIGN
TEAM may determine.
CONTRACTOR shall notify CITY and DESIGN TEAM
when, in CONTRACTOR’S opinion, the contract is
"substantially completed" and when so notifying CITY
and DESIGN TEAM, CONTRACTOR shall furnish to
CITY and DESIGN TEAM in writing a detailed list of
unfinished work. The CITY and DESIGN TEAM will
review CONTRACTOR’S list of unfinished work and
will add thereto such items as CONTRACTOR has failed
to include. The "substantial completion" of the structure
or facility shall not excuse CONTRACTOR from
performing all of the work undertaken, whether of a minor
or major nature, and thereby completing the structure or
facility in accordance with the Contract Documents.
35. FINAL COMPLETION AND ACCEPTANCE: After
CONTRACTOR has given CITY and DESIGN TEAM
written notice that the work has been completed, DESIGN
TEAM and CITY shall inspect such work; if the work is
found to be satisfactorily completed in accordance with the
Contract Documents, DESIGN TEAM shall notify CITY to
start processing project final reconciliation documents.
After these documents have been executed by all parties, it
shall be the duty of CITY to issue a letter of acceptance
within 10 days from the date when final reconciliation
documents have been executed or advise CONTRACTOR
in writing of the reason for non-acceptance.
36. FINAL PAYMENT: Upon notification by
CONTRACTOR of the completion of the project, DESIGN
TEAM shall proceed to make final inspections of all work
performed and materials furnished under the terms of this
agreement and certify the same to CITY with the
"CONTRACTOR’S Affidavit of Final Payment and
Release". The balance due CONTRACTOR, under terms of
this Agreement, provided CONTRACTOR has fully
performed contractual obligations under the terms of this
contract; and said payment shall become due in any event
upon said performance by CONTRACTOR. Neither the
Letter of Acceptance nor the final payment nor any
provision in the Contract Documents, shall relieve
CONTRACTOR of the obligation for fulfillment of any
warranty, which may be required.
37. PAYMENT WITHHELD: The CITY may, on account of
subsequently discovered evidence, withhold or nullify the
whole or part of any certificate to such extent as may be
necessary to protect itself from loss on account of:
· Defective work not remedied.
· Claims filed or reasonable evidence indicating probable
filing of claims.
· Failure of CONTRACTOR to make payment properly
to sub-contractors or for material or labor.
· Damage to another contractor.
· Reasonable doubt that the work can be completed for the
unpaid balance of the contract amount.
· Reasonable indication that the work will not be
completed within the contract time.
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When CONTRACTOR provides a Surety Bond satisfactory
to CITY, which will protect CITY in the amount withheld,
payment shall be made for amounts withheld because of
them.
38. DELAYED PAYMENTS: Should CITY fail to make
payment to CONTRACTOR of the sum named in any
partial or final statement, when payment is due, CITY shall
be re-notified in writing to pay CONTRACTOR with copy
of the invoice. In the event payment not be promptly made,
as provided under "Partial Payments," to CONTRACTOR
at any time thereafter CONTRACTOR may treat the
contract as abandoned by CITY and recover compensation,
as provided under "Abandonment of Contract," unless such
payments are withheld in accordance with the provisions of
"Payment Withheld."
39. MATERIALS ON HAND: The CITY and DESIGN
TEAM shall determine and specify in the bid documents
which items (if any) warrant materials on-hand
consideration. Only Approved materials purchased and
stored more than thirty days before use may be considered
for materials on-hand. Prior to the reimbursement of
materials on-hand, CONTRACTOR shall furnish CITY
with paid invoices for such materials including other
supporting documents CITY may deem necessary. Upon
receipt of such invoices, CITY will revise the
corresponding pay items to reflect a line item for labor and
another for material. The total price of these two-line
items shall equal the total price of the whole item. The
maximum material unit cost shall not exceed 60% of the
total unit price of labor and material.
CONTRACTOR shall have complete fiscal responsibility
as to the safety of the materials on-hand including storage
costs and shall protect such materials against theft and
other calamities. Contractor shall make arrangements for
the storage of the materials on-hand with installation
made in a timely manner. Legitimate citizens’ complaints
shall be accommodated by CONTRACTOR.
Measurement and payment for labor costs of such
materials shall be made as materials are consumed.
Measurement and payment for both material and labor
cost shall be made per items 33 – 38 above.
40. CHANGE ORDERS: Without invalidating this
Agreement, CITY may, at any time, order additions,
deletions or revisions to the work; such changes will be
authorized by Change Order to be prepared by DESIGN
TEAM for execution by CITY and CONTRACTOR. The
Change Order shall set forth the basis for any change in
contract price, as hereinafter set forth for "Extra Work", and
any change in contract time, which may result from the
change.
In the event CONTRACTOR shall refuse to execute a
Change Order which has been prepared by DESIGN
TEAM and executed by CITY, DESIGN TEAM may, in
writing, instruct CONTRACTOR to proceed with the
work as set forth in the Change Order and
CONTRACTOR may make claim against CITY for
"Extra Work" involved therein, as hereinafter provided.
Any increase in the original contract by more than twenty
fire percent (25%) shall trigger additional bidding
requirements.
41. MINOR CHANGES: The DESIGN TEAM may authorize
minor changes in the work by field order not inconsistent
with the overall intent of the Contract Documents and not
involving an increase in Contract price. If CONTRACTOR
believes that any minor change or alteration authorized by
DESIGN TEAM involves Extra Work and entitles him to
an increase in the Contract price, CONTRACTOR shall
make written request to DESIGN TEAM for a written
Change Order.
In such case, CONTRACTOR, by copy of his
communication to DESIGN TEAM or otherwise in
writing shall advise CITY of his request to DESIGN
TEAM for a written Change Order and that the work
involved may result in an increase in the Contract price.
Any request by CONTRACTOR for a change in Contract
price shall be made prior to beginning the work covered by
the Proposed Change.
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42. VARIANCE FROM SPECIFIC COMPLIANCE:
CONTRACTOR may seek a Change Order allowing
variance from specific requirements of the contract
documents in situations where portions of the project are
already on hand, constructed or installed and found to be at
variance with specific contract requirements and where
destructive removal or similar radical measures are the only
way to obtain specific compliance. In such event,
CONTRACTOR shall, at his own expense, secure services
of a Texas Licensed Professional other than any DESIGN
TEAM members to analyze, test, study and otherwise
evaluate the circumstances and to summarize his findings,
recommendations and conclusions in writing under his
professional seal. CONTRACTOR shall submit such
summary to DESIGN TEAM, along with his request either
for: (1) full acceptance of the variance "as is", if it is
conclusive in the opinion of CITY and DESIGN TEAM that
the finished product fully meets the intended purpose and
use and is not generally diminished in quality, or; (2)
proposed modifications to render the item acceptable, or; (3)
proposed price credit to be allowed provided the item is
acceptable for its intended use, even though of measurably
diminished quality, (or combinations thereof). DESIGN
TEAM shall review such information and submit to CITY
with comments, and a Change Order shall be executed if
both CONTRACTOR and CITY mutually agree upon the
matter. All code and life safety minimum specifications
shall be met. No variances will be allowed. Any code, life
safety or other construction deficiency shall be proved,
removed and replaced.
43. EXTRA WORK: It is agreed that the basis of
compensation to CONTRACTOR for work either added or
deleted by a Change Order or for which a claim for Extra
Work is made shall be determined by one or more of the
following methods:
Method (A)-By agreed unit prices; or
Method (B)-By agreed lump sum; or
No claim for Extra Work of any kind will be allowed unless
ordered in writing by DESIGN TEAM and approved by
CITY. In case any orders or instructions, either oral or
written, appear to CONTRACTOR to involve Extra Work
for which he should receive compensation or an adjustment
in the construction time, he shall make written request to
DESIGN TEAM for written order authorizing such Extra
Work.
44. ARBITRATION: There are no provisions for "arbitration"
in this contract.
45. TIME OF FILING CLAIMS: It is further agreed by both
parties hereto that all questions of dispute or adjustment
presented by CONTRACTOR shall be in writing and filed
with DESIGN TEAM within thirty (30) days after DESIGN
TEAM has given any directions, order, instruction or any
event to which CONTRACTOR desires to take exception.
The DESIGN TEAM shall reply within thirty (30) days to
such written exceptions by CONTRACTOR and render his
final decision in writing. It is further agreed that final
acceptance of the final payment shall be a bar to any claims
by either party, except where noted otherwise in the
Contract Documents.
46. ABANDONMENT BY CONTRACTOR: The work, or
any portion of the work under contract, shall be suspended
immediately on written order of CITY declaring
CONTRACTOR to be in default. A copy of such notice
shall be served on CONTRACTOR’S Surety. The
contract may be terminated by CITY for any good cause
or causes, among others of which special reference is
made to the following:
A. Failure of CONTRACTOR to start the work within ten
(10) days from date specified in the written work order
issued by CITY to begin the work;
B. Substantial evidence that the progress of the work
being made by CONTRACTOR is insufficient to
complete the work within the specified working time;
C. Failure of CONTRACTOR to provide sufficient and
proper equipment, materials or construction forces for
properly executing the work;
D. Substantial evidence or notification that
CONTRACTOR has abandoned the work or
discontinuance of the performance of the work or any
part thereof and failure to resume performance within
a reasonable time after notice to do so;
E. Substantial evidence that CONTRACTOR has
become insolvent or bankrupt, or otherwise financially
unable to carry on the work;
F. Deliberate failure on the part of CONTRACTOR to
observe any requirements of these specifications or to
comply with any orders given by DESIGN TEAM as
provided for in these specifications;
G. Failure of CONTRACTOR to promptly make good
any defects in materials or workmanship, or any
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23
defects of any nature, the correction of which has been
directed in writing by CITY;
H. Substantial evidence of collusion for the purpose of
illegally procuring a contract or perpetrating fraud on
CITY in the construction of work under contract;
I. Repeated and flagrant violations of safe working
procedures;
J. The filing by CONTRACTOR of litigation against
CITY prior to final completion of the work.
K. Failure of CONTRACTOR to maintain proper
financial responsibility and to maintain the required
bonding, insurance or payments to suppliers and
subcontractors.
L. Failure of CONTRACTOR to provide a Project
Superintendent and accompanying staff as required for
successful carrying out of the work extents and
duration.
When the work is suspended for any of the causes
itemized above, or for any other cause or causes,
CONTRACTOR shall discontinue the work or such part
thereof as CITY shall designate, whereupon the Surety
may either at its option assume the Contract or that portion
thereof which CITY has ordered CONTRACTOR to
discontinue and perform the same or, with the written
consent of CITY, sublet the same, provided, however, that
the Surety shall exercise its option within two weeks after
the written notice to discontinue the work has been served
upon CONTRACTOR and upon the Surety or its
authorized agents. The Surety in such event shall assume
CONTRACTOR’S place in all respects and shall be paid
by CITY for all work performed by it in accordance with
the terms of the Contract, but in no event shall such
payments exceed the Contract amount, regardless of the
cost to the Surety to complete the work.
All monies remaining due CONTRACTOR at the time of
their default shall thereupon become due and payable to
the Surety as the work progresses, subject to all terms of
the Contract. In case the Surety does not, within the
hereinabove specified time, exercise its obligation to
assume the Contract or that portion thereof which CITY
has ordered CONTRACTOR to discontinue, then CITY
shall have the power to complete by contract or otherwise,
as it may determine, the work herein described or such
part thereof as it may deem necessary; and
CONTRACTOR hereto agrees that CITY shall have the
right to take possession of or use any or all of the
materials, tools, equipment, supplies and property of
every kind provided by CONTRACTOR for the purpose
of their work and to procure other tools, equipment and
materials for the completion of the same and to charge to
the account of CONTRACTOR the expense of said
contract for labor, materials, tools, equipment and
expenses incident thereto. The expense so charged shall
be deducted by CITY out of such monies as may be due
or may at any time thereafter become due
CONTRACTOR under and by virtue of the Contract or
any part thereof.
The CITY shall not be required to obtain the lowest bid
for the work of completing the Contract, but the expenses
to be deducted shall be the actual cost of such work. In
case such expense is less than the sum which would have
been payable under the contract if the same had been
completed by CONTRACTOR, then in such case CITY
may pay CONTRACTOR the difference in the cost,
provided that CONTRACTOR shall not be entitled to any
claim for damages or for loss of anticipated profits.
In case such expense shall exceed the amount which
would have been payable under the contract if the same
had been completed by CONTRACTOR,
CONTRACTOR and their Surety shall pay the amount of
the excess to CITY on notice from CITY for excess due
including any costs incurred by CITY, such as inspection,
legal fees and liquidated damages. When any particular
part of the work is being carried on by CITY by contract
or otherwise under the provisions of this section,
CONTRACTOR shall continue the remainder of the work
in conformity with the terms of the Contract and in such
manner as not to hinder or interfere with the performance
of workmen employed as above provided by CITY or
Surety.
47. ABANDONMENT BY CITY: In case CITY shall fail to
comply with the terms of this Contract, and should fail or
refuse to comply with said terms within ten (10) days after
written notification by CONTRACTOR, then
CONTRACTOR may suspend or wholly abandon the
work, and may remove therefrom all machinery, tools and
equipment, and all materials on the site of work that
would have not been included in payments to
CONTRACTOR and have not been wrought into the
work. And thereupon DESIGN TEAM shall make an
estimate of the total amount earned by CONTRACTOR,
which estimate shall include the value of all work actually
completed by said CONTRACTOR, (at the prices stated
in the attached proposal where unit prices are used), the
value of all partially completed work at a fair and
equitable price, and the amount of all extra work
performed at the prices agreed upon, or provided for by
the terms of this Contract, and a reasonable sum to cover
the cost of any provisions made by CONTRACTOR to
carry the whole work to completion and which cannot be
utilized. The DESIGN TEAM shall then make a final
statement of the balance due CONTRACTOR by
deducting from the above estimate all previous payments
by CITY and all other sums that may be retained by CITY
under the terms of this Agreement and shall certify same
to CITY who shall pay to CONTRACTOR on or before
thirty (30) days after the date of the notification by
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CONTRACTOR the balance shown by said final
statement as due CONTRACTOR, under the terms of this
Agreement.
48. FAILURE TO COMPLETE WORK ON TIME: If
CONTRACTOR fails to complete the Contract in the
number of calendar days bid or the calendar date specified
in the Bid, the time charge will be made for each calendar
day thereafter.
The time set forth in the proposal for the completion of
the work is an essential element of the Contract. For each
calendar day under the conditions described in the
preceding paragraph that any work shall remain
incomplete after the expiration of the calendar days
allowed, the amount per day given in the following
schedule will be deducted from the money due or to
become due CONTRACTOR, not as a penalty, but as
liquidated damages for the added expense of CITY staff,
DESIGN TEAM and inspection involvement:
FOR AMOUNT OF
CONTRACT
AMOUNT OF
LIQUIDATED
DAMAGES
$25,000 or less $ 150
$25,001 to $100,000 $ 250
$100,001 to $1,000,000 $ 500
$1,000,001 to $10,000,000
More than $10,000,000
$ 1,000
$2,500
In the alternative, if the actual damages are capable of
being determined, those damages shall be deducted from
the amounts due CONTRACTOR instead of the
liquidated damages amount, and a notation of such
damages shall be made at the time of payment, if not
agreed upon earlier.
49. REJECTED MATERIALS: All materials which have
been rejected or condemned by CITY, DESIGN TEAM
or inspector shall be immediately removed from the work
site at CONTRACTOR’S expense.
50. MATERIALS AND WORKMANSHIP:
No material which has been used by CONTRACTOR for
any temporary purpose whatsoever is to be incorporated
in the permanent structure. Where materials or equipment
are specified by a trade or brand name, it is not the
intention of CITY to discriminate against an equal product
of another manufacturer, but rather to set a definite
standard of quality of performance, and to establish an
equal basis for the evaluation of bids. Where the words
"equivalent", "proper" or "equal to" are used, they shall be
understood to mean that the item referred to shall be
proper, the equivalent of or equal to some other item in
the opinion or judgment of CITY and DESIGN TEAM.
Unless otherwise specified, all materials shall be the best
of their respective kinds and shall be in all cases fully
equal to approved samples. Notwithstanding that the
words "or equal to" or other such expressions may be used
in the specification in connection with a material,
manufactured article or process, unless a substitute shall
be approved in writing by CITY and DESIGN TEAM,
CITY and DESIGN TEAM shall have the right to require
the use of such specifically designated material, article or
process.
51. STORAGE: Materials delivered to the site of the work in
advance of their use shall be stored so as to cause the least
inconvenience to the public and in a manner satisfactory
to CITY and DESIGN TEAM or per project
specifications.
52. REMOVAL OF DEFECTIVE AND
UNAUTHORIZED WORK: All work which has been
rejected or condemned shall be repaired, or if it cannot be
repaired satisfactorily, it shall be removed and replaced at
CONTRACTOR’S expense. Defective materials shall be
immediately removed from the site of the work. Work done
without proper inspection or any extra or unclassified work
done without written authority and prior agreement in
writing as to prices, shall be done at CONTRACTOR’S risk,
and will be considered unauthorized, and at the option of
DESIGN TEAM, may not be measured and paid for, and
may be ordered removed at CONTRACTOR’S expense.
53. ACCESS TO CONSTRUCTION SITE: It is
CONTRACTOR’S responsibility to provide all-weather
access to the construction site at no extra pay unless noted
otherwise under separate items. CONTRACTOR shall
provide all-weather access to City inspectors, Materials
testing staff and Emergency response vehicles and
personnel throughout the construction period.
CONTRACTOR shall restore all disturbed construction
areas to pre-construction condition or better at no extra pay.
54. PROJECT CLEAN-UP: CONTRACTOR shall be aware
that keeping the project site in a neat and orderly condition
is considered an integral part of the contracted work and as
such shall be considered subsidiary to the appropriate bid
items. Clean up work shall be done as need or directed by
CITY and/or DESIGN TEAM as the work progresses. If, in
the opinion of CITY and/or DESIGN TEAM it is necessary,
clean-up shall be done on a daily basis.
Clean up work shall include, but not be limited to:
· Removing the trash, paper, rubbish and debris
resulting from operations
· Sweeping streets clean of dirt or debris
· Alleviating any dust nuisance in the work area
· Storing excess material in appropriate and organized
manner
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· Keeping trash of any kind off of property not in the
work area
If CITY and/or DESIGN TEAM does not feel that the
jobsite has been kept in an orderly condition, on the next
estimate payment (and all subsequent payments until
completed) the appropriate bid item(s) will be reduced by
25%.
Upon completion of the work and before final acceptance
and final payment shall be made, CONTRACTOR shall
completely clean and remove from the site of the work all
equipment, construction materials, surplus and discarded
materials, temporary structures and debris of every kind.
CONTRACTOR shall leave the site of the work in a neat
and orderly condition equal to that which originally existed,
or as called for in the Contract Documents. Surplus and
waste materials removed from the site of the work shall be
disposed of at locations satisfactory to CITY and/or
DESIGN TEAM, and at CONTRACTOR’S sole cost.
55. CLEANUP FOR FINAL ACCEPTANCE:
CONTRACTOR shall make a final cleanup of all parts of
the work before final acceptance by CITY and DESIGN
TEAM. This cleanup shall restore the site of the work to an
orderly manner true to original grade and appearance.
Impacts shall not be made to adjacent private or public
property without written permission filed with CITY.
56. WATER FOR CONSTRUCTION: At the expense of
CITY, the water required for construction may be
obtained by CONTRACTOR from the water system of
CITY by making arrangements with the City of Sanger’s
Parks and Recreation Department (940.458.2718).
57. PROJECT MAINTENANCE: CONTRACTOR shall
maintain and keep in good repair the improvements covered
by the Contract Documents during the life of the Contract
and for a period of one year after completion and acceptance
of the project by the City of Sanger. During such time he
shall, at his own expense, furnish all labor, materials, tools
and equipment required and shall make such repairs and
renewals or shall perform such work or reconstruction as
may be necessary by any structural or functional defect or
failure resulting from neglect, faulty workmanship or faulty
materials in any part of the work performed by him.
Notice to CONTRACTOR that repairs, renewals or
reconstruction is required under this provision of the
Contract may be made in the form of any written or
electronic correspondence, signed by CITY or DESIGN
TEAM.
CONTRACTOR is responsible to take immediate action to
fix or repair any utility outage or hazardous condition due to
construction failure within four (4) hours after notification.
In case CONTRACTOR is not able to fulfill this
responsibility, CITY will take the necessary action to
correct the problem. The cost of such action(s) will be paid
by CONTRACTOR.
58. PROTECTION OF SITE, EXISTING STRUCTURES
AND UTILITIES: CONTRACTOR shall protect all
existing conditions including, but not limited to, structures,
walks, pipelines, sprinkler systems, trees, shrubbery, lawns,
utilities, facilities and other improvements during the
progress of his work and shall remove from the site all debris
and unused materials at CONTRACTORS’ expense.
59. LOCATION AND PROTECTION OF EXISTING
STRUCTURES AND UTILITIES:
In the preparation of plans and specifications, DESIGN
TEAM has endeavored to indicate the location of existing
underground utility lines, which are known. No attempt has
been made to show minor lines or service lines; however, it
is not guaranteed that all major lines or structures have been
shown on the plans. Prior to the start of construction,
CONTRACTOR shall communicate with local
representatives of the utility companies, including, but not
limited to, Gas Company, Telephone Company, Electric
Company, Cable Company, and any other public and
private utility companies, and advise said representatives of
the route of the proposed construction in order to obtain the
assistance of the utility companies in the location of and in
the avoidance of the conflicts with utility lines.
CONTRACTOR shall uncover and determine the elevation
and location of all conflicts well ahead of any excavation.
Where excavation endangers adjacent structures and
utilities, CONTRACTOR shall, at his own expense,
carefully support and protect all such structures and/or
utilities so that there will be no failure or settlement. Where
it is necessary to move services, poles, guy wires, pipelines,
or other obstructions, CONTRACTOR shall notify and
cooperate with the structure and/or utility OWNER.
In case damage to any existing structure or utility occurs,
whether failure or settlement, CONTRACTOR shall restore
the structure or utility to its original condition and position
at the sole expense of CONTRACTOR. All costs of
temporarily or permanently supporting or relocating
conflicting structures or utilities shall be borne by
CONTRACTOR.
Prior to commencing construction, CONTRACTOR shall
furnish the utility owners of such known utilities with copies
of the plans showing the proposed construction. As the
construction commences and progresses, it shall be
CONTRACTOR’S responsibility to make arrangements
with the utility owners of such utilities to uncover them or
otherwise confirm their location if there appears to be any
probability of conflict with the proposed project under
construction. The cost of uncovering and locating such
utilities shall be borne by CONTRACTOR unless the utility
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Item 9.
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company involved takes care of it or unless payment to
CONTRACTOR for such work is specifically provided in
the Contract Documents.
If any such existing utilities are in direct physical conflict
with the proposed project being constructed,
CONTRACTOR may be compensated for extra work if
approved by CITY that CONTRACTOR is required to
perform to resolve such conflict. CONTRACTOR will not
be allowed extra compensation on the basis of
inconveniences resulting from working near such utilities
that are close to, but not in direct conflict with the project,
however. CONTRACTOR shall also be responsible for
notifying the owner of such utility or any damages resulting
from work by CONTRACTOR.
60. CONSTRUCTION MEANS AND METHODS:
CONTRACTOR shall abide by all applicable federal, state
and local laws governing construction and related activities.
All construction work shall meet Occupational Safety and
Health Administration (OSHA) standards that are in effect
at the time of Bid Opening.
61. PROPERTY LINES AND MONUMENTS:
CONTRACTOR shall protect all property corner markers
and when such markers or monuments are in danger of
being disturbed, they shall be properly referenced and if
disturbed shall be reset at the expense of CONTRACTOR
by a Surveyor Registered in the State of Texas.
62. BARRICADES AND DANGER SIGNALS: Where the
work is carried on in or adjacent to any street, alley or public
place, CONTRACTOR shall furnish, erect, maintain, and
remove such barricades, fences, lights, control signs and
other danger signals; shall provide such watchmen and shall
take such other precautionary measures for the protection of
persons or property and of the work as are necessary.
Barricades shall conform to the Texas Manual on Uniform
Traffic Control Devices, Latest Edition. From sunset to
sunrise, CONTRACTOR shall furnish and maintain
sufficient lights at each barricade. A sufficient number of
barricades or linear feet of fencing shall be erected to keep
vehicles from being driven on or into any work under
construction.
CONTRACTOR shall furnish watchmen in sufficient
number as required to protect the work when/where
applicable. All items associated with traffic control shall be
included at no extra pay unless specified otherwise in the
Contract Documents.
CONTRACTOR must notify the Parks and Recreation
Department (940.458.2718) prior to the removal and/or
installation of any permanent signs.
CONTRACTOR will be held responsible for all damage to
the work due to the failure of barricades, signs, lights and
watchmen to protect it, and whenever evidence is found of
such damage, CITY and/or DESIGN TEAM may order the
damaged portion immediately removed and replaced by
CONTRACTOR at his cost and expense.
CONTRACTOR’S responsibility for the maintenance of
barricades, signs and lights and for providing watchmen
shall not cease until CITY has accepted the project.
63. TESTING OF MATERIALS: The CITY shall provide
geotechnical and structural testing for all projects unless
specified otherwise. CONTRACTOR shall be responsible
for notifying CITY’s testing firm at least 24 hours prior to
any required testing. CONTRACTOR shall coordinate all
testing activities with CITY and its inspector and shall
facilitate testing firm staff throughout the construction
period. The inspector shall be present during all testing. All
pipe, fittings, and other construction materials shall be
inspected for defects and conformance to City of Sanger
Standards prior to placement, installation, or erection.
All testing results will be submitted to CONTRACTOR,
DESIGN TEAM and CITY within 5 days of testing. The
CITY and DESIGN TEAM shall make final decision as to
the validity of all testing results.
CONTRACTOR shall be responsible for ensuring that
materials to be tested are in compliance with all plans and
specifications prior to testing. All materials found not to be
in compliance with the plans and specifications before and
after testing shall be removed and replaced at
CONTRACTOR’S expense along with all necessary
retesting costs incurred.
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SUBMITTAL FORMS
107
Item 9.
28
PROPOSAL SUBMITTAL CHECK LIST
Interested parties MUST submit one (1) proposal marked as original, one (1) copy, and one
(1) flash drive (a single consolidated electronic file) that includes all of the following items listed
below for consideration. The submission should be in the order stated below.
ITEM CHECK LIST
1 Proposal Submittal Check List
2 Bid Proposal Form
3 Bid Bond
4 Qualifications Statement
5 Certificate of Insurance and Indemnification
6 Historically Underutilized Business Questionnaire
7 NO BOYCOTT Verification Form
8 Proposed Construction Schedule
By my signature I affirm all items as listed above have been completed and submitted as part of
my firm’s proposal.
Authorized Signature Title
Print/Type Name Date
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Item 9.
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BID PROPOSAL
BIDDER: _________________________________________
ADDRESS: _________________________________________
___________________________________
___________________________________
PHONE: _________________________________________
PRIMARY CONTACT: _____________________________
PROJECT IDENTIFICATION:
JOHN PORTER SPORTS PARK SOFTBALL FIELD RENOVATIONS
Parkhill Project No. 8156.22
1. The undersigned Bidder proposes and agrees, if this Proposal is accepted, to enter into an agreement
with Owner in the form included in the Contract Documents to perform and furnish all Work as
specified or indicated in the Contract Documents for the Contract Price and within the Contract Time
indicated in this Proposal and in accordance with the other terms and conditions of the Contract
Documents.
2. Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and
Instructions to Bidders, including without limitation those terms and conditions dealing with the
disposition of Proposal guaranty. This Proposal will remain subject to acceptance for 90 calendar days
after the day of opening Proposals. Bidder will sign and submit the Agreement with the Bonds and
other documents required by the Contract Documents within three (3) calendar days after the date of
Owner's Notice of Award.
3. In submitting this Proposal, Bidder represents, as more fully set forth in the Agreement, that:
(a) Bidder has examined copies of all the Contract Documents and of the following Addenda
(receipt of which is hereby acknowledged):
Dated Received Number
No. 1
No. 2
(b) Bidder has familiarized itself with the nature and extent of the Contract Documents, Work,
site, locality, and all local conditions and Laws and Regulations that in any manner may
affect cost, progress, performance or furnishing of the Work.
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Item 9.
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(c) Bidder has obtained and carefully studied (or assumes responsibility for obtaining and
carefully studying) all such examinations, investigations, explorations, tests and studies
that pertain to the subsurface or physical conditions at the site or which otherwise may
affect the cost, progress, performance or furnishing of the Work as Bidder considers
necessary for the performance or furnishing of the Work at the Contract Price, within the
Contract Time and in accordance with the other terms and conditions of the Contract
Documents, and no additional examinations, investigations, explorations, tests, reports or
similar information or data are or will be required by Bidder for such purposes.
(d) Bidder has reviewed and checked all information and data shown or indicated on the
Contract Documents with respect to existing Underground Facilities at or contiguous to
the site and assumes responsibility for the accurate location of said Underground
Facilities. No additional examinations, investigations, explorations, tests, reports or
similar information or data in respect of said Underground Facilities are or will be required
by the Bidder in order to perform and furnish the Work at the Contract Price, within the
Contract Time and in accordance with the other terms and conditions of the Contract
Documents.
(e) Bidder has correlated the results of all such observations, examinations, investigations,
explorations, tests, reports and studies with the terms and conditions of the Contract
Documents.
(f) Bidder has given Architect/Engineer written notice of all conflicts, errors or discrepancies
that it has discovered, if any, in the Contract Documents and the written resolution thereof
by Engineer is acceptable to Bidder.
(g) This Proposal is genuine and not made in the interest of or on behalf of any undisclosed
person, firm or corporation and is not submitted in conformity with any agreement or rules
of any group, association, organization or corporation; Bidder has not directly or indirectly
induced or solicited any other Bidder to submit a false or sham Proposal; Bidder has not
solicited or induced any person, firm or corporation to refrain from submitting a Proposal;
and Bidder has not sought by collusion to obtain for itself any advantage over any other
Bidder or over Owner.
4. Bidder will complete the Work for the price(s) shown in the following schedule of bid items
(Table 1) and within 80 calendar days.
5. Bidder hereby agrees to commence work within ten (10) days after the date of written notice to
proceed being provided, and to substantially complete the work on which the Bidder has bid within
80 consecutive calendar days as part of this Proposal. Within 30 additional calendar days after
Substantial Completion, all outstanding issues shall be addressed and ready for final payment. All
such time restrictions are subject to extensions of time as are provided by the Solicitation Standard
Terms Conditions and Special Terms and Conditions.
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Item 9.
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6. Bidder agrees that the implementation of the Owner’s right to delete any portion of the
improvements shall not be considered as waiving or invalidating any conditions or provisions of
the contract or bonds. Bidder shall perform the Work as altered and no allowances shall be made
for anticipated profits.
7. The right is reserved, as the interest of the Owner may require, to reject any and all Proposals
and to waive any informality in the Proposals received.
8. Since the Work on this Project is being performed for a governmental body and function, the
Owner will issue to Contractor a certificate of exemption for payment for the State Sales Tax on
materials incorporated into this Project.
Bidder will complete Work per Contract Documents for the following price(s):
Item
No. Description Spec Section
No.
Estimated
Quantity Unit Bid Unit
Price Bid Price
General Items
1. General conditions 1 LS $ $
2. Erosion control SWPPP plan 01 57 23 1 LS $ $
3. Clearing/grubbing/demo –
Removal of old infield
extents
31 10 00;
31 22 16.10 1 LS $ $
4. Concrete sidewalk demo 31 10 00 543 SF $ $
5. Existing scoreboard removal 02 41 19 3 EA $ $
6. Existing foul pole removal 02 41 19 6 EA $ $
7.
Chain link outfield fence
removal
02 41 19;
31 10 00 1 LS $ $
8. Erosion control 01 50 00;
01 57 23 1 LS $ $
Subtotal
Softball Field
9. Light re-aiming 01 70 00 1 LS $ $
10. 6” depth topsoil and compost 31 22 16.10 110 CY $ $
11. Turfgrass (solid sod) 31 22 16.10;
32 92 00 660 SY $ $
12. Irrigation modifications 32 84 00 1 LS $ $
13. Infield fine grading and
reconditioning
31 22 16.10
1 LS $ $
14. 6’ ht. chain link fence 32 31 13 1130 LF $ $
15. Fence top protection 32 33 00 1 LS $ $
16. Home plates, base plates and
pitcher’s rubbers 32 33 00 1 LS $ $
17. Foul pole 32 33 00 6 EA $ $
18. Scoreboard 32 33 00 3 EA $ $
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Item 9.
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Item
No. Description Spec Section
No.
Estimated
Quantity Unit Bid Unit
Price Bid Price
19. Concrete curb at backstop
wall 32 13 13 365 LF $ $
20. Sidewalk 32 13 13 543 SF $ $
21. Restripe ADA parking and
update ADA signage 32 17 23.95 1 LS $ $
Subtotal
Owner Contingency
22. Owner contingency 1 LS $ 36,000.00 $ 36,000.00
TOTAL OF ALL UNIT BASE BID ITEMS $
Bid Deduct Alternate One: Reuse
existing outfield fencing Total Deduct Alternate One $
BID ITEM SUMMARY
Bid Item 1: General Conditions
1. The Work under this item shall include the establishment of facilities on the project site and the
movement of personnel, construction equipment and supplies to the project site or to the vicinity
of the project site in order to enable the Contractor to begin work on the contract.
2. The cost of all General Conditions will be measured as a lump sum item and will encompass
General Conditions costs for the entire project.
Bid Item 2: Erosion Control SWPPP Plan
1. The Work under this item shall be in accordance with Section 01 57 23 "Temporary Stormwater
Pollution Control" in addition to notes provided in Plans. Required items include the following:
i) Maintenance, inspection, and repair as needed for the duration of the job.
ii) TCEQ requirements.
iii) SWPPP Plan, any other BMP indicated in plans of specifications, and any items not listed in
proposed as required by City of Sanger.
2. Measurement and payment shall be made on the basis of lump sum item for all materials, labor,
and incidentals necessary to complete the Work.
Bid Item 3: Clearing / Grubbing / Demo – Removal of Old Infield Extents
1. The work under this item shall be in accordance with Sections 31 10 00 "Earth Moving" and
31 22 16.10 "Fine Grading for Athletic Field" in addition to details and notes provided in the Plans.
2. Removal items include (but are not limited to) the following:
i) Removal of full depth of infield surfacing in locations to be converted to turf sod.
3. Measurement and payment shall be made on the basis of lump sum item for all labor and incidentals
necessary to complete the Work at all three fields.
Bid Item 4: Concrete Sidewalk Demo
1. The work under this item shall be in accordance with Sections 02 41 19 "Selective Demolition"
and 31 10 00 "Site Clearing" in addition to details and notes provided in the Plans.
2. Removal items include (but are not limited to) the following:
i) Concrete sidewalk.
3. Measurement and payment shall be made on the basis of square feet for all labor and incidentals
necessary to complete the Work.
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Bid Item 5: Existing Scoreboard Removal
1. The work under this item shall be in accordance with Section 02 41 19 “Selective Demolition” in
addition to plans, details and notes provided in Drawings.
2. Removal items include (but are not limited to) the following:
i) Scoreboard.
ii) Post.
iii) Footing.
3. Measurement and payment shall be made on the basis of each scoreboard for all labor and
incidentals necessary to complete the Work at all three fields.
Bid Item 6: Existing Foul Pole Removal
1. The work under this item shall be in accordance with Section 02 41 19 “Selective Demolition” in
addition to plans, details and notes provided in Drawings.
2. Removal items include (but are not limited to) the following:
ii) Foul Pole.
iv) Posts.
v) Footings.
3. Measurement and payment shall be made on the basis of each foul pole for all labor and incidentals
necessary to complete the Work at all three fields.
Bid Item 7: Remove Existing Chain Link Outfield Fence
1. All Work associated with this item shall be in accordance with Section 02 41 19 “Selective
Demolition” and Section 31 10 00 "Site Clearing" in addition to plans and notes provided in
Drawings.
2. Removal items include (but are no limited to) the following:
i) Removal of rails, posts, caps, fittings, and footings.
ii) Price shall include filling in post footings and providing solid sod over abandoned footings.
3. Measurement and payment shall be made on the basis of lump sum bid price for all labor and
incidentals necessary to complete the Work at all three fields.
Bid Item 8: Erosion Control
1. All Work associated with this item shall be in accordance with Sections 01 50 00 "Temporary
Facilities and Controls" and 01 57 23 "Temporary Stormwater and Pollution Control" in addition
to plans, details and notes provided in the Drawings.
2. Measurement and payment shall be made on the basis of lump sum item for all materials, labor and
incidentals necessary to complete the Work.
Bid Item 9: Light Re-aiming
1. All Work associated with this item shall be in accordance with Section 01 70 00 "Execution and
Closeout Requirements" in addition to manufacturer requirements.
2. Light re-aiming shall include aiming all existing softball field light poles to new field locations to
achieve optimum playable light levels.
3. Measurement and payment shall be made on the basis of lump sum price for labor and incidentals
necessary to complete the Work at all three fields.
Bid Item 10: Topsoil (6” Topsoil and Compost)
1. All Work associated with this item shall be in accordance with Sections 31 22 16.10 "Fine Grading
for Athletic Field" and notes provided in Drawings.
2. Measurement and payment shall be made on the basis of cubic yard bid price for all materials, labor
and incidentals necessary to complete the Work at all three fields.
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Bid Item 11: Turfgrass (solid sod)
1. All Work associated with this item shall be in accordance with Section 32 92 00 "Turf and Grasses"
in addition to plans and notes provided in Drawings.
2. Measurement and payment shall be made on the basis of square yard bid price for all materials,
labor and incidentals necessary to complete the Work at all three fields.
Bid Item 12: Irrigation System Modifications
1. All Work associated with this item shall be in accordance with Section 32 84 00 "Planting
Irrigation" in addition to plans, details and notes provided in Drawings.
2. Irrigation repair items include (but are not limited to) the following:
i) Relocate or provide new rotor heads and piping necessary to provide full irrigation coverage at
the adjusted infield extents.
ii) Ensure that full irrigation system is operation with proper coverage at fields.
3. Measurement and payment shall be made on the basis of a lump sum, bid price for "Irrigation
System." This price is full compensation for furnishing and installing all components; flushing and
testing water lines; furnishing and operating equipment; and labor, tools, and incidentals necessary
to complete the work at all three fields.
Bid Item 13: Infield Fine Grading and Reconditioning
1. All Work associated with this item shall be in accordance with Sections 31 22 16.10 "Fine Grading
for Athletic Field" in addition to plans and notes provided in Drawings.
2. Infield Reconditioning for this item include (but are not limited to) the following:
i) Removal of existing infield materials as instructed in Section 31 22 16.10.
ii) Fine grading of existing infield materials to meet grades identified in grading plan and as
required to provide a fully surface draining infield.
iii) Installation of new infield reconditioner and stabilizer per manufacturer specifications.
3. Measurement and payment shall be made on the basis of lump sum bid price for all labor and
incidentals necessary to complete the Work at all three fields.
Bid Item 14: 6’ Ht. Chain Link Fence
1. All Work associated with this item shall be in accordance with Sections 32 31 13 "Chain Link
Fences and Gates" in addition to plans, details and notes provided in Drawings.
2. Measurement and payment shall be made on the basis of a linear foot bid price for all materials,
labor and incidentals necessary to complete the Work at all three fields.
Bid Item 15: Fence Top Protection
1. All Work associated with this item shall be in accordance with Section 32 33 00 "Site Furnishings"
in addition to plans, details and notes provided in Drawings.
2. Fence top protection is to be installed on all existing foul line fencing and foul line gates, and
proposed outfield fence.
3. Measurement and payment shall be made on the basis of a lump sum bid price for all materials,
labor and incidentals necessary to complete the Work at all three fields.
Bid Item 16: Home Plates, Base Plates, & Pitchers Rubber
1. All Work associated with this item shall be in accordance with Sections 32 33 00 "Site Furnishings"
in addition to plans and notes provided in Drawings.
2. Measurement and payment shall be made on the basis of lump sum bid price for all materials, labor
and incidentals necessary to complete the Work at all three fields.
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Bid Item 17: Foul Pole
1. All Work associated with this item shall be in accordance with Section 32 33 00 "Site Furnishings"
in addition to plans, details and notes provided in Drawings.
2. Foul Pole includes (but are not limited to) the following:
i) Pole.
ii) Footing.
3. Measurement and payment shall be made on the basis of a per pole bid price for all labor and
incidentals necessary to complete the Work.
Bid Item 18: Scoreboard
1. All Work associated with this item shall be in accordance with Section 32 33 00 "Site Furnishings"
in addition to plans, details and notes provided in Drawings.
2. Scoreboard includes (but are not limited to) the following:
i) Scoreboard.
ii) Pole.
iii) Hardwired control units.
iv) Contractor provided delegated design concrete footing sealed by professional Engineer who is
licensed in the State of Texas.
3. Measurement and payment shall be made on the basis of a per scoreboard bid price for all materials,
delegated design, labor and incidentals necessary to complete the Work.
Bid Item 19: Concrete Curb at Backstop Wall
1. All Work associated with this item shall be in accordance with Section 32 13 13 "Concrete Paving"
in addition to plans, details and notes provided in Drawings.
2. Concrete curb includes (but are not limited to) the following:
i) Concrete curb.
ii) All reinforcing and dowels as detailed.
3. Measurement and payment shall be made on the basis of a linear foot bid price for all materials,
labor and incidentals necessary to complete the Work.
Bid Item 20: Sidewalk
1. All Work associated with this item shall be in accordance with Section 32 13 13 "Concrete Paving"
in addition to plans, details and notes provided in Drawings.
2. Sidewalk includes (but are not limited to) the following:
i) Concrete sidewalk.
ii) All reinforcing and dowels as detailed.
3. Measurement and payment shall be made on the basis of a square foot bid price for all materials,
labor and incidentals necessary to complete the Work.
Bid Item 21: Restripe ADA Parking and Update ADA Signage
1. All Work associated with this item shall be in accordance with Section 32 17 23.95 "Pavement
Markings and Signs" in addition to plans, details and notes provided in Drawings.
2. Restriping and ADA signage includes (but are not limited to) the following:
i) Removal of existing ADA universal markings.
ii) Restriping ADA stalls.
iii) Adding ADA “Fine” sign to existing ADA parking sign poles.
3. Measurement and payment shall be made on the basis of a lump sum bid price for all materials,
labor and incidentals necessary to complete the Work.
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Bid Deduct Alternate 1: Reuse existing outfield fence to new outfield fence location
1. All Work associated with this item shall be in accordance with Section 32 31 13 "Chain Link Fences
and Gates" in addition to plans, details and notes provided in Drawings.
2. Moving existing outfield fence includes (but are not limited to) the following:
i) Reuse and reinstall existing top rails.
ii) Reuse and reinstall existing chain link mesh.
iii) Install new corner and line posts.
iv) Install new concrete fence post footings.
3. Measurement and payment shall be made on the basis of a lump sum bid price for all materials,
labor and incidentals necessary to complete the Work.
UNIT PRICE BID
Bidder agrees that, in case additional work or materials installation is authorized by the Owner, the
following unit prices will be used in adjusting the contract price. These unit prices shall include all
overhead, profit, taxes, material, labor, etc., for a complete installation. Unit prices for adjusting
the contract price for less work or materials installation will be ninety (90%) percent of these
amounts.
5-inch conc. paving on compacted subgrade, complete and in place, per sq. ft. $
Concrete curb on backstop wall, complete and in place, per linear. ft. $
6-foot Ht. chain link fence, complete and in place, per linear. ft. $
6-inch depth topsoil with compost, complete and in place, per square foot $
Solid sod, as specified, complete and in place, per sq. ft. $
Rotor irrigation zone modifications, complete and in place, per square ft. $
2-inch electric irrigation valve, complete and in place, per each. $
2-inch brass ball valve, complete and in place, per each. $
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9. Each bidder shall include the following information in this Proposal:
· Anticipated cost of materials to be incorporated in the construction of this Project.
· Anticipated cost of labor, profit, and all other costs for this Project.
Cost of Materials
Incorporated into
this Project
Cost of Labor,
Profit, etc.
Owner's
Contingency
Total Amount
Base Bid
Base Bid $___________ $____________ $___________ $___________
Cost of Materials
Incorporated into
this Project
Cost of Labor,
Profit, etc.
Total Amount
Deduct
Alternate One
Bid Deduct
Alternate
One
$___________ $____________ $___________
10. Each Bidder is required to provide a list of proposed subcontractors, the type of Work to be
completed by each such subcontractor and the approximate percentage of contract labor to be
completed by each subcontractor. Owner reserves the right to accept or reject any subcontracts
and/or amount subcontracted.
Schedule of Subcontracts
Subcontractor’s Name Type of Work % of Work
1. ____________________________ __________________________ _________
2. ____________________________ __________________________ _________
3. ____________________________ __________________________ _________
4. ____________________________ __________________________ _________
5. ____________________________ __________________________ _________
Total % of Work Subcontracted _________
If additional space is necessary to provide a complete listing, please attach such additional pages
as may be required.
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11. In connection with the major items of materials to be furnished and installed, the particular
supplier of equipment and materials, which the undersigned proposed to furnish will be listed in
the schedule of Major Material Suppliers found below.
Schedule of Major Materials
Supplier’s Name Major Items of Materials to be Furnished and Installed
1. _________________ _____________________________________________
2. _________________ _____________________________________________
3. _________________ _____________________________________________
4. _________________ _____________________________________________
5. _________________ _____________________________________________
If additional space is necessary to provide a complete listing, please attach such additional pages
as may be required.
12. The successful bidder shall furnish a Performance Bond and Payment Bond, on the forms which
are attached hereto, in the amount of 100 percent of the contract price from an approved surety
company holding a permit from the State of Texas to act as surety (and acceptable according to the
latest list of companies holding certificates of authority from the Secretary of the Treasury of the
United States) or other surety or sureties acceptable to the OWNER.
In addition, the undersigned will furnish a Maintenance Bond in the amount of 100 percent of the
contract sum covering defects of material and workm anship for two (2) calendar years
following the Owner's approval and acceptance of th e construction.
13. The work, proposed to be done, shall be accepted when fully completed in accordance with
the plans and specifications, to the satisfaction of the Engineer and the Owner.
14. The undersigned certifies that the bid prices contained in this Proposal have been carefully
checked and are submitted as correct and final.
NOTE: Unit and lump sum prices must be shown in words and figures for each item listed
in this Proposal, and in the event of discrepancy, the words shall prevail. In case
of ambiguity or lack of clearness in stating prices in the Proposal, the Owner
reserves the right to accept the most advantageous construction thereof to
the Owner or to reject the bid.
This is a Proposal of _____________________________________, a corporation organized and
existing under the laws of the State of _______________________, or a limited partnership
organized and existing under the laws of the State of _______________________, or a
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partnership, consisting of _____________________________________________ or an
Individual doing business as ___________________________________________________.
Seal and Authorization _________________________________________
(If a Corporation) (Signed)
_________________________________________
(Title)
_________________________________________
(Street Address)
_________________________________________
(City and State)
_________________________________________
(Telephone Number)
_________________________________________
(Date)
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QUALIFICATIONS STATEMENT
CONTRACTOR shall show that he has experience with similar projects that require working at a
similar scale and within similar timeframes which will require planning work efforts and means
and methods accordingly. CONTRACTOR shall submit a complete list of ALL Municipal and
Similar Non-Municipal current and completed projects for the past three (3) years for review.
This list shall include the names of project superintendents and project scale, cost, and schedule
information.
General Contact Information
Respondent Name and Title: ______________________________________________
Company: __________________________________________
Company Address: ______________________________________________________
Telephone Number: _________________________
Fax Number: ______________________
Email Address: ______________________________________________
Federal Tax ID: ______________________________________________
Previous Company Names Used or Companies Acquired Within the Previous 10 Years:
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
Liability Insurance Provider and Limits of Coverage:
Workers Compensation Insurance Provider:
Surety (Performance and Payment):
Address:
Contact and Phone:
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Superintendent and Backup Superintendent: Attach Work Resume on separate sheet(s). The
superintendent shall be able to communicate in English and not operate any equipment and have not
had any verified job safety violations in the past five years. Attach additional sheet(s) to verify
safety record as required. Any variations shall be reviewed by CITY for approval or denial. A job
site shall be shut down if proper supervision is not provided.
Superintendent Name Backup Superintendent Name
Safety Record – List ALL Verified Violations for Superintendent and Backup Superintendent
with explanation, date and action taken to correct future safety violations:
Superintendent
Backup Superintendent
Total Number of Employees to be Associated with this Job:
Managerial Administrative Professional
Skilled Semi-Skilled Other
Percentage of work anticipated to be done by Bidder’s Employees
(Based on Dollars Bid):
Percentage of work anticipated to be done by Bidder’s Subcontractors
(Based on Dollars Bid):_______________________
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Type(s) of work to be done by Bidder’s Employees (examples: demolition, masonry, structural
steel, drywall, carpentry, millwork, finishes, flooring, framing, concrete paving, structural
concrete, waterlines, sanitary sewer lines, storm pipe, storm inlets, excavation, etc.)
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
Number of Years in Business as a Contractor on Above Types of Works:_______
Information and Type(s) of Work to be done by Sub-Contractors: Include name, address,
phone number, references and similar work experience of each sub-contractor. Use additional
sheets if needed.
Type of Work Sub-Contractor
Previous Projects: List of completed projects of similar type work for the past five (5) years.
(Use additional sheets if necessary.)
1. Project:
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person: Phone:
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2. Project:
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person: Phone:
3. Project:______________________________________________________________
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person:___________________________ Phone:_________________________
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4. Project:
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person: Phone:
5. Project:______________________________________________________________
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person: Phone:
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Current Projects: List active projects of similar type work:
1. Project:______________________________________________________________
Percent Complete:
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person: Phone:
2. Project:
Percent Complete:
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person: Phone:
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3. Project:
Percent Complete:
Any Litigation Issues: Yes or No (Circle One) If Yes, explain:
Any Verified Safety Violations: Yes or No (Circle One) If Yes, explain:
Detailed Project Description:
Owner/Agency:
Year Started: Contract Price:
Contact Person: Phone:
References: Use a separate sheet if needed.
Trade references (List Company, Address, Contact Person, and Phone):
Bank References (List Institution, Address, Contact Person, and Phone)
Municipal References (List Municipality, Address, Contact Person, and Phone)
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Claims and Suits (if the answer to any of the following questions is yes, please attach details):
1. Has your organization ever failed to complete any work awarded to it?
2. Are there any judgments, claims, arbitration proceedings, or suits pending or outstanding
against your organization or officers?
3. Has your organization filed any lawsuits or requested arbitration with regard to construction
contracts within the last five years?
4. Within the last five (5) years, has any officer or principal of your organization ever been an
officer or principal of another organization when it failed to complete a construction contract?
The undersigned agrees that the information provided is accurate and complete.
Authorized Signature Title
Print/Type Name Date
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Item 9.
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HISTORICALLY UNDERUTILIZED BUSINESS (HUB) QUESTIONAIRE
A Historically Underutilized Business (HUB) is a for-profit entity that has not exceeded the size
standards prescribed by 34 TAC §20.23, and has its principal place of business in Texas, and is
at least 51% owned by an Asian Pacific American, Black American, Hispanic American, Native
American, American woman and/or Service Disabled Veteran, who reside in Texas and actively
participate in the control, operations and management of the entity's affairs.
1. Is your business a certified historically underutilized business (HUB) or Disadvantaged
Business Enterprise (DBE)?
Yes No
2. Please provide the certifying agency name:
Certifying Agency:__________________________
3. I have included a copy of my certification as an attachment to my proposal:
Yes No
By my signature I affirm the information provided on this form is accurate to the best of my
knowledge.
Authorized Signature Title
Print/Type Name Date
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NO BOYCOTT VERIFICATION FORM
I, ________________________________________________, the undersigned representative of
(Individual’s Name)
_____________________________________________________________________________,
(Business or Company)
Hereinafter referred to as "Company", does hereby verify that the company named above, under
the provisions of the laws of the United States and the State of Texas:
1. Does not boycott Israel currently; and
2. Will not boycott Israel during the term of the contract.
3. Does not have a practice, policy, guidance, or directive that discriminates against a
firearm entity or firearm trade association; and (2) will not discriminate during the term of
the contract against a firearm entity or firearm trade
association.
4. Does will not business with Iran, Sudan or a foreign terrorist organization while providing
services to the City.
By my signature I affirm the information provided on this form is accurate to the best of my
knowledge.
Authorized Signature Title
Print/Type Name Date
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Item 9.
City of Sanger
Porter Park Softball Field Renovations
SECTION 01 10 00 - SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Work covered by Contract Documents.
2.Contractor use of site and premises.
3.Owner occupancy.
B.Related Requirements:
1.Other Division 01 Specification Sections apply to Work of this Section.
2.Section 01 30 00 "Administrative Requirements" for Project information
management.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A.Identification: Porter Park Softball Field Renovations.
B.Location: Sanger, Texas.
C.Without force or effect, Work of Project consists of demolition, earthwork, fencing, infield
surfacing, foul poles, scoreboards, concrete sidewalk replacement, ADA striping, turfgrass,
and irrigation.
1.3 CONTRACTOR USE OF SITE AND PREMISES
A.Limit use of site and premises to allow:
1.Owner occupancy.
2.Use of site and premises by public.
B.Construction Operations: Limited to softball fields. Contractor shall keep existing
perimeter concrete trails and playground open to general public.
C.Time Restrictions for Performing Work: Weekdays 7 a.m. to 6 p.m., unless otherwise
approved by Owner.
1.Utility Outages and Shutdown: Coordinate and schedule utility outages/shutdown
2.Allowed only at previously-agreed-upon times.
3.Schedule at least 1 week before outage/shutdown.
4.Submit outage/shutdown request to Architect and Owner itemizing dates, times, and
durations of early requested outage/shutdown.
1.4 OWNER OCCUPANCY
A.Owner will occupy premises during construction to conduct normal operations.
B.Cooperate with Owner to minimize conflict, and to facilitate Owner's operations.
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City of Sanger
Porter Park Softball Field Renovations
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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Item 9.
City of Sanger
Porter Park Softball Field Renovations
SECTION 01 20 00 - PRICE AND PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Material allowances.
2.Contingency allowance.
3.Inspection and testing allowances.
4.Schedule of Values.
5.Application for Payment.
6.Change Procedures.
7.Alternates.
B.Related Requirements:
1.Other Division 01 Specification Sections apply to Work of this Section.
2.Section 01 30 00 "Administrative Requirements" for Project information
management.
3.Section 01 60 00 "Product Requirements" for product substitutions.
1.2 CONTINGENCY ALLOWANCE
A.Include stipulated sum of $36,000.00 for use upon Owner's instruction.
B.Costs Not Included in Contingency Allowance, but included in Contract Sum/Price: Bonds,
project insurance (workers comp, auto, general liability, builders risk and other insurances
required by Owner/Contractor agreement), overhead, profit, and other expenses
contemplated for stated allowance amounts.
C.Funds will be drawn from Contingency Allowance only by Change Order.
D.At closeout of Contract, funds remaining in Contingency Allowance will be credited to
Owner by Change Order.
1.3 SCHEDULE OF VALUES
A.Submit typed schedule on AIA Form G703 - Application and Certificate for Payment
Continuation Sheet.
B.Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor
Agreement.
C.Format: Utilize Table of Contents of this Project Manual. Identify each line item with
number and title of major specification Section . Identify site mobilization, general
conditions, bonds, and insurance as separate line items.
D.Include within each line item, a directly proportional amount of Contractor's overhead and
profit.
E.Revise schedule to list approved Change Orders, with each Application for Payment.
1.4 APPLICATIONS FOR PAYMENT
A.Submit notarized application on AIA Form G702 - Application and Certificate for Payment
and AIA G703 - Continuation Sheet.
B.Content and Format: Utilize Schedule of Values for listing items in Application for
Payment.
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City of Sanger
Porter Park Softball Field Renovations
C.Deposits on Material, Equipment or Products:
1.Material/Equipment Deposits: Owner will not pay for deposits for material,
equipment or products that may be required of Contractor in order to start the
fabrication process of work that will eventually be incorporated into the Project but
are not actually on the Project site. All material, equipment or products must be on
the Project site and properly stored before Owner will make payment to Contractor.
2.The Owner will make payment for materials, equipment or products that are
properly delivered and stored on the Project site for subsequent incorporation into
the Project as authorized in Owner-Contractor Agreement.
3.Owner may consider payment of materials, equipment or products that are properly
stored, secured and insured in a third party warehouse within a fifty (50) mile radius
of the Project site that are in accordance with the requirements and authorized in
Owner-Contractor Agreement.
D.Payment Period: As defined in Owner-Contractor agreement.
E.A complete application for payment includes one copy of waiver of liens from each
subcontractor, Construction progress schedule, and submittal schedule, all which are
required to process the Application for Payment.
1.5 CHANGE PROCEDURES
A.Architect will advise of minor changes in Work not involving an adjustment to Contract
Sum/Price or Contract Time as authorized by Owner/Contractor Agreement by issuing
Architect's Supplemental Instructions on Architect's Standard Supplemental Instruction
form.
B.Architect may issue a Construction Change Request which includes a detailed description
of a proposed change with supplementary or revised Drawings and Specifications and a
change in Contract Time for executing change. Contractor will prepare and submit an
estimate within seven days.
C.Contractor may propose a change by submitting request for change to Architect. Include
reason for change and effect on Contract Sum/Price, Contract Time, and subcontractors.
Document requested substitutions in accordance with Section 01 60 00 "Product
Requirements."
D.Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's fixed
price quotation or Contractor's request for a Change Order as approved by Architect.
E.Unit Price Change Order: For pre-determined unit prices and quantities, Change Order will
be executed on a fixed unit price basis. For unit costs or quantities of units of work which
are not pre-determined, execute Work under a Construction Change Directive. Changes in
Contract Sum/Price or Contract Time will be computed as specified for Time and Material
Change Order.
F.Construction Change Directive: Architect may issue a directive, on AIA Form G713
Construction Change Directive signed by Owner, instructing Contractor to proceed with a
change in Work, for subsequent inclusion in a Change Order. Document will describe
changes in Work, and designate method of determining any change in Contract Sum/Price
or Contract Time. Promptly execute change.
G.Time and Material Change Order:
1.Submit itemized account and supporting data after completion of change, within
time limits indicated in Conditions of the Contract.
2.Architect will determine change allowable in Contract Sum/Price and Contract Time
as provided in Contract Documents.
3.Maintain detailed records of work done on Time and Material basis.
4.Provide full information required for evaluation of proposed changes, and to
substantiate costs for changes in Work.
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City of Sanger
Porter Park Softball Field Renovations
H.Change Order Forms: AIA G701 Change Order.
I.Execution of Change Orders: Architect will issue Change Orders for signatures of parties
as provided in Conditions of the Contract.
J.Change Order: Furnish an itemized breakdown, in form acceptable to Architect of costs
and supporting information including but not limited to quantities and material prices. Tier
subcontracted work performed at labor rates, employer payments, and rental rates. Itemize
breakdown detail shall be same for subcontractor work. Provide complete supporting
information for profit and overhead or markups used when requested. Consider the
following items a part of overhead or Contractor's and subcontractor's mark-up and do not
include as separate cost item: Labor for Superintendents, Assistant Superintendents, home
office personnel, timekeepers, and maintenance mechanics at any level of contracting;
individual pieces of equipment, hand tools or instruments having a new value of $500.00
or less, whether or not consumed by use; on site and main offices; modification to record
Contract Documents; nor guarantee period costs.
1.6 MEASUREMENT AND PAYMENT - UNIT PRICES
A.Authority: Measurement methods are delineated in individual Specification Sections.
B.Take measurements and compute quantities. Architect will verify measurements and
quantities.
C.Payment Includes: Full compensation for required labor, products, tools, equipment, plant,
transportation, services, and incidentals; erection, application or installation of an item of
Work; insurance, overhead, and profit.
D.Defect Assessment: Replace Work, or portions of Work, not conforming to specified
requirements. If Owner agrees that it is not practical to remove and replace Work,
Architect will direct an appropriate remedy or adjust payment.
1.7 ALTERNATES
A.Alternates quoted on Bid Forms will be reviewed and accepted or rejected by Owner.
Accepted Alternates will be identified in Owner-Contractor Agreement.
B.Coordinate related work and modify surrounding work as required.
C.Schedule of Alternates:
1.Deduct Alternate No. 1: Move existing outfield fence to new 225-foot outfield fence
location identified on Drawings. Contractor shall reuse top and bottom rails and
mesh. Contractor shall install new fence posts, clips, and concrete footings.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 30 00 - ADMINISTRATIVE REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Project Information Management.
2.Coordination.
3.Survey.
4.Electronic drawing file (digital data) request.
5.Submittal schedule.
6.Preconstruction meeting.
7.Request for information.
8.Site mobilization meeting.
9.Progress meetings.
10.Preinstallation meetings.
11.Cutting and patching.
12.Alteration Project procedures.
B.Related Sections:
1.Other Division 01 Specification Sections apply to Work of this Section.
1.2 PROJECT INFORMATION MANAGEMENT
A.Project Website:
1.Use Newforma Info Exchange; https://projects.team-psc.com/UserWeb/Login to
send and receive Project information.
2.Contact Architect to setup name and password information.
3.If this Project is not listed when logged in, contact Architect to add this Project to
your account.
B.Project information includes, but is not limited to, the following:
1.Product Submittals.
2.Requests for Information (RFI).
3.Applications for Payment.
4.Schedules.
5.Construction Change Requests (CCRs).
6.Closeout Documents.
7.Construction Document Files.
a.Weather Days.
b.Electronic File Requests.
c.Correspondence.
d.Test Reports.
e.Meeting Minutes.
f.Field Reports.
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1.3 COORDINATION
A.Coordinate scheduling, submittals, and Work to assure efficient and orderly sequence of
installation of construction elements.
B.Verify that utility requirements and characteristics of operating equipment are compatible
with building utilities. Coordinate work of various Sections having interdependent
responsibilities for installing, connecting to, and placing in service, such equipment.
C.Coordinate space requirements and installation of mechanical and electrical work which
are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and
conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces
efficiently to maximize accessibility for other installations, for maintenance, and for
repairs.
D.In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within
construction. Coordinate locations of fixtures and outlets with finish elements.
E.Items which require electrical connections shall be coordinated with anufacturer's stated
Electrical Requirements for:
1.Voltage.
2.Phase.
3.Ampacity.
4.Number and size of wires.
5.Wiring diagrams.
6.Starter size, details, and location.
7.Control devices and details.
F.Coordinate completion and clean-up of Work of separate Sections in preparation for
Substantial Completion .
G.After Owner occupancy of premises, coordinate access to site with Owner for correction of
defective Work and Work not in accordance with Contract Documents, to minimize
disruption of Owner's activities.
1.4 SURVEY
A.Employ surveyor registered in the State of Texas to locate survey control and reference
points.
B.Protect survey control and reference points.
C.Control datum for survey is that shown on Drawings.
D.Verify set-backs and easements, and confirm Drawing dimensions and elevations.
E.Provide field surveying services. Establish elevations, lines, and levels, utilizing
recognized surveying practices.
F.Submit registered site drawing and certificate signed by registered surveyor that elevations
and locations of Work are in conformance with Contract Documents.
1.5 ELECTRONIC DRAWING FILE (DIGITAL DATA) REQUEST
A.During Procurement Phase:
1.Bidders and Proposers may purchase a Digital Data file. Digital Data file will be
provided in software release currently used by Primary Designer. File will be
provided via Primary Designer's Project website.
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2.AutoCAD drawing files (.dwg) are available for purchase from Primary Designer
upon request. Cost of files are indicated below plus applicable tax.
a.1 - 3 Sheets: $100.00 per sheet.
b.4 - 6 Sheets: $400.00 flat fee.
c.7 - 9 Sheets: $500.00 flat fee.
3.Prior to delivery of file(s), purchaser shall sign a Digital Data Licensing Agreement.
Payment for Digital Data file(s) shall occur upon delivery of file to purchaser.
4.Digital Data file(s) shall be used only for preparing Bids and Proposals required by
this Project and shall not be used in any other form, in whole or in part.
B.Upon Award of Contract:
1.Contractor shall sign a Digital Data Licensing Agreement (AIA C106-2013) for the
release of electronic files. Upon Contractor submitting the executed Agreement to
the Primary Designer, the Primary Designer will provide Contractor one (1)
electronic copy of the AutoCAD (.dwg) file(s), and Portable Document Format
(.pdf) file(s) within 5 working days. Files and Formats to be as follows:
a.Landscape: Overall master file in AutoCAD format.
1)Overall Site Plan with grading, flatwork, irrigation, and planting plans.
2)All details, detail annotation and references are omitted and not part of
the AutoCAD file.
2.Conformed Construction Documents: If Conformed Construction Documents are
required by Owner/Primary Designer Agreement, they will be provided in PDF.
Conformed Construction Documents are the Drawings and Specifications modified
to include any Addenda issued before execution of the Contract.
a.To the extent Conformed Construction Documents are provided to Contractor,
the following provisions shall apply:
1)The Conformed Construction Documents and related information
contained therein, are provided for Contractor's convenience only, and
does not relieve Contractor from the requirements of the Contract
Documents. Specifically, to the extent that any discrepancy or conflict
exists between the Issue for Bid documents, including any Addenda
issued prior to execution of the Contact or Modifications issued after
the execution of the Contact on the one hand, and the Conformed
Construction Documents on the other; the Issue for Bid documents,
Addenda, and Modifications shall control unless otherwise specified in
writing by the Primary Designer.
2)Contractor shall not use such drawings, documents, or other data, in
whole or in part, for any purpose or project other than this Project in the
preparation of Shop Drawings and other submittals.
3)Contractor acknowledges that such drawings, documents, and other
data are subject to change or modification. Contractor shall be
responsible for updating any drawings, documents, or other data
obtained prior to use by them for any purpose.
4)Any Conformed Construction Documents, including any Drawings,
Specifications, documents, or other data related thereto are provided
"as is" without representation or warranty by Primary Designer, either
expressed or implied.
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5)Contractor acknowledges that Conformed Construction Documents
provided by Primary Designer are as a courtesy to Contractor, at their
specific request, and accordingly, CONTRACTOR HEREBY
AGREES TO RELEASE, HOLD HARMLESS, DEFEND AND
INDEMNIFY PRIMARY DESIGNER AND OWNER FROM ANY
AND ALL CLAIMS, DEMANDS, OR CAUSES OF ACTION,
WHICH CONTRACTOR OR ANY THIRD PARTY MAY HAVE BY
REASON OF ANY INJURY OR DAMAGE SUSTAINED BY
CONTRACTOR OR THIRD PARTY ARISING OUT OF OR IN ANY
WAY RELATED TO THE USE OF SUCH CONFORMED
CONSTRUCTION DOCUMENTS.
1.6 SUBMITTAL SCHEDULE
A.Prepare submittal schedule in accordance with General Conditions of the Contract for
Construction.
B.Include in submittal schedule all submittals and samples required by all section of this
Project Manual and any additional submittals required by Contractor to construct the
Project.
C.Submit submittal schedule for Architect's review within 15 days after date established in
Notice to Proceed or with the first Application for Payment, whichever is sooner. Failure to
submit submittal schedule with the first Application for Payment will be cause for not
processing Application for Payment.
1.7 PRECONSTRUCTION MEETING
A.Architect will schedule a meeting after Notice to Proceed.
B.Attendance Required:
1.Owner.
2.Architect.
3.Contractor.
4.Major subcontractors.
C.Agenda:
1.Submission of executed bonds and insurance certificates.
2.Distribution of Contract Documents.
3.Submission of list of subcontractors, list of products, Schedule of Values, submittal
schedule, and progress schedule.
4.Designation of personnel representing each party in Contract and Architect.
5.Procedures and processing of field decisions, submittals, substitutions, applications
for payments, proposal request, Change Orders, Request for Information (RFI), and
Contract closeout procedures.
6.Review Notice to Proceed (NTP) and Substantial Completion Dates.
7.Surface drainage requirements (SWPPP).
8.Scheduling:
a.Use of premises by Owner and Contractor.
b.Owner's requirements and occupancy.
c.Survey and building layout.
d.Security and housekeeping procedures.
e.Construction progress meetings.
f.Procedures for testing.
g.Procedures for maintaining record documents.
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h.Requirements for start-up of equipment.
i.Inspection and acceptance of equipment put into service during construction
period.
9.Scheduling activities of Construction Material Testing (CMT) lab.
D.Record minutes and distribute copies within 3 days after meeting to participants with two
copies to Architect and those affected by decisions made.
1.8 REQUEST FOR INFORMATION
A.Request for information (RFI) requests from subcontractors or material suppliers will not
be considered. All RFI's must be submitted by Contractor.
B.RFI's must be submitted to Architect via software as indicated in paragraph 1.2.A
C.Information indicated on RFI shall be complete before submission. If Architect determines
that request can be answered with information provided, Architect will assign an RFI
tracking number. Requests determined by Architect not to be an RFI will be returned to
Contractor electronically and deleted from Architect's electronic tracking software without
being assigned an RFI tracking number. A transmittal document returning the denied RFI
request will be provided with a response indicating action to be taken by Contractor.
D.RFIs may contain more than one item when items are related issues. Otherwise, only one
item shall be addressed on each RFI request.
E.Allow seven (7) days for Architect's response to each RFI.
F.Response to RFI will be issued to Contractor and Owner per Section 01 33 00 "Submittal
Procedures."
G.Responses from Architect are not changes unless issued with a change per Section 01 20
00 "Price and Payment Procedures."
1.9 PROGRESS MEETINGS
A.Schedule and administer meetings throughout progress of Work at minimum bi-monthly
intervals.
B.Make arrangements for meetings, prepare agenda with copies for participants, and preside
at meetings.
C.Attendance Required:
1.Owner.
2.Job superintendent.
3.Major subcontractors.
4.Suppliers.
5.Architect as appropriate to agenda topics for each meeting.
D.Agenda:
1.Review minutes of previous meetings.
2.Review of Work progress.
3.Field observations, problems, and decisions.
4.Identification of problems which impede planned progress.
5.Review of submittals schedule and status of submittals.
6.Review of off-site fabrication and delivery schedules.
7.Maintenance of progress schedule.
8.Corrective measures to regain projected schedules.
9.Planned progress during succeeding work period.
10.Coordination of projected progress.
11.Maintenance of quality and work standards.
12.Effect of proposed changes on progress schedule and coordination.
13.Other business relating to Work.
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E.Record minutes, and distribute copies within 3 days to Architect, participants, and those
affected by decisions made.
1.10 PREINSTALLATION MEETING
A.When required in individual specification Sections, convene a preinstallation meeting at
site prior to installing Work.
B.Require attendance of parties directly affecting, or affected by, Work.
C.Notify Architect 4 days in advance of meeting date.
D.Prepare agenda and preside at meeting.
1.Review conditions of installation, preparation and installation procedures.
2.Review coordination with related work.
E.Record minutes, and distribute copies within three days after meeting to participants, with
3 copies to Architect.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A.Verify that existing site conditions and substrate surfaces are acceptable for subsequent
Work. Beginning new Work means acceptance of existing conditions.
B.Verify that existing substrate is capable of structural attachment of new Work being
applied or attached.
C.Examine and verify specific conditions described in individual Specification Sections.
D.Verify that utility services are available, of correct characteristics, and in correct location.
3.2 PREPARATION
A.Clean substrate surfaces prior to applying next material or substance.
B.Seal cracks or openings of substrate prior to applying next material or substance.
C.Apply any manufacturer required or recommended substrate primer, sealer, or conditioner
prior to applying any new material or substance in contact or bond.
3.3 CUTTING AND PATCHING
A.Employ skilled and experienced installer to perform cutting and patching.
B.Submit request in advance of cutting or altering elements which affects:
1.Structural integrity of element.
2.Integrity of weather-exposed or moisture-resistant elements.
3.Efficiency, maintenance, or safety of element.
4.Visual qualities of sight-exposed elements.
5.Work of Owner or separate contractor.
C.Execute cutting, fitting, and patching including excavation and fill, to complete Work, and
to:
1.Fit several parts together, to integrate with other Work.
2.Uncover Work to install or correct ill-timed Work.
3.Remove and replace defective and non-conforming Work.
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4.Remove samples of installed Work for testing.
5.Provide openings in elements of Work for penetrations of mechanical and electrical
Work.
D.Execute Work by methods which will avoid damage to other Work, and provide proper
surfaces to receive patching and finishing.
E.Cut rigid materials using masonry saw or core drill.
F.Restore Work with new products in accordance with requirements of Contract Documents.
G.Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H.Maintain integrity of wall, ceiling, or floor construction; completely seal voids.
I.Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest
intersection. For an assembly, refinish entire unit.
J.Identify any hazardous substance or condition exposed during Work to Architect for
decision or remedy.
3.4 ALTERATION PROJECT PROCEDURES
A.Materials: As specified in product Sections; match existing products and work for patching
and extending work.
B.Employ skilled and experienced installer to perform cutting and patching.
C.Close openings in exterior surfaces to protect existing work from weather and extremes of
temperature and humidity.
D.Remove, cut, and patch work in a manner to minimize damage and to provide a means of
restoring products and finishes to original condition unless otherwise specified.
E.Refinish visible existing surfaces to remain in renovated rooms and spaces, to specified
condition for each material, with a neat transition to adjacent finishes.
F.Where new work abuts or aligns with existing, perform a smooth and even transition.
Patched work to match existing adjacent work in texture and appearance.
G.When finished surfaces are cut so that a smooth transition with new work is not possible,
terminate existing surface along a straight line at a natural line of division and submit
recommendation to Architect for review.
H.Where a change of plane of 1/4-inch or more occurs, submit recommendation for providing
a smooth transition for Architect review.
I.Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or
showing other imperfections.
J.Finish surfaces as specified in individual product Sections.
END OF SECTION
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SECTION 01 33 00 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Submittal procedures.
2.Resubmittal requirements.
3.Construction progress schedules.
4.Proposed products list.
5.Shop drawings.
6.Product data.
7.Samples.
8.Design data.
9.Test reports.
10.Certificates.
11.Manufacturers' instructions.
12.Manufacturers' field reports.
13.Erection drawings.
14.Construction photographs.
B.Related Requirements:
1.Other Division 01 Specification Sections apply to Work of this Section.
2.Section 01 30 00 "Administrative Requirements" for Project information
management.
3.Section 01 40 00 "Quality Requirements" for manufacturers' field services and
reports; Testing Laboratory Services.
4.Section 01 70 00 "Execution and Closeout Requirements" for Contract warranty,
manufacturer's certificates, and closeout submittals.
1.2 SUBMITTAL PROCEDURES
A.Submit to Architect for review for limited purpose of checking for conformance with
information given and design concept expressed in Contract Documents.
B.Produce copies and distribute in accordance with this Article.
C.Use Project website to submit record documents as described in Section 01 70 00
"Execution and Closeout Requirements."
D.Transmit each submittal separately with Contractor's standard transmittal letter including
Contractor's name, address, and phone number. Each submittal shall contain only one
Specification Section.
E.Sequentially number transmittal forms using Section number or Contractors other
sequential numbering system.
F.Identify Project, Contractor, subcontractor, or supplier; pertinent drawing sheet and detail
number(s), and Specification Section number appropriate to submittal.
G.Apply Contractor's stamp, signed or initialed certifying that review, verification of
products required, field dimensions, adjacent construction Work, and coordination of
information, is in accordance with requirements of Work and Contract Documents.
H.Schedule submittals to expedite Project, and deliver to Architect. Coordinate submission of
related items.
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I.For each submittal for review, allow 15 days excluding delivery time to and from
Contractor.
J.Identify variations from Contract Documents and product or system limitations which may
be detrimental to successful performance of completed Work. Information, comments,
field verifications, responses, or other notations marked on submittals by Contractor shall
be done in blue or green colors only.
K.Allow space on submittals for Contractor and Architect's review stamps.
L.Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly
report any inability to comply with provisions.
M.Submittals not requested will not be recognized or processed.
N.Format:
1.Submit all submittals digitally using .PDF file extension. Each submittal shall be a
single .PDF file including transmittal letter. Multiple files for same submittal will
not be accepted.
2.Submittals in any other format, including .ZIP files, will be rejected.
3.Hard copies will not be accepted.
4.To ensure each page is legible, .PDF pages of drawings shall be same size/scale as a
hard copy. Where applicable, scale symbols should be provided to indicate scale.
Illegible submittals will be rejected.
5.Uploaded submittals to Project website.
O.Submittal procedures described in this Article applies to construction progress schedule,
products list, shop drawings, product data, samples (actual samples and digital files of
same), design data, test reports, certificates, manufacturer's instructions and field reports,
erection drawings, and any other type of submittal submitted to Architect.
1.3 RESUBMITTAL REQUIREMENTS
A.Revise and resubmit submittals, as required, and resubmit to meet requirements as
specified and as noted on submittal reviews.
B.Mark as RESUBMITTAL.
C.Re-use original transmittal number and supplement with sequential alphabetical or numeric
suffix for each re-submittal.
1.4 CONSTRUCTION PROGRESS SCHEDULES
A.Submit initial progress schedule for Architect's review within 15 days after date established
in Notice to Proceed or with the first Application for Payment, whichever is sooner.
B.Revise and resubmit as required.
C.Submit revised schedule with each Application for Payment, identifying changes since
previous version.
D.Submit a horizontal bar chart with separate line for each section of Work, identifying first
work day of each week.
E.Indicate product/material manufacturer's lead-time for delivery to site. Include as a
separate line for each product/material.
F.Indicate estimated percentage of completion for each item of Work at each submission.
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G.Dates reviewed submittals will be required from Architect. Indicate decision dates for
selection of finishes. Submit separate schedule of submittal dates for following:
1.Shop drawings.
2.Product data.
3.Samples.
4.Owner furnished products.
5.Products identified under Allowances.
H.Determine appropriate lead times to allow for manufacturing and delivery of
products/material for incorporation into Work. Indicate product/material manufacturer's
lead-time for manufacturing and delivery to site. Include as a separate line for each
product/material. Failure to timely submit and process submittals, and ordering of
products/materials for delivery to site will not be grounds for approval of substitutions for
other products/materials.
I.Revisions to Schedules:
1.Indicate progress of each activity to date of submittal, and projected completion date
of each activity.
2.Identify activities modified since previous submittal, major changes in scope, and
other identifiable changes.
3.Prepare narrative report to define problem areas, anticipated delays, and impact on
Schedule. Report corrective action taken, or proposed, and its effect.
1.5 SHOP DRAWINGS
A.Indicate special utility and electrical characteristics, utility connection requirements, and
location of utility outlets for service for functional equipment and appliances.
B.Printable Image Size: Minimum 8-1/2 by 11 inches and maximum 30 by 42 inches.
C.Draw details to a minimum scale of 1/2-inch equal to 1 foot.
D.Draw site plans to same scale indicated on Contract Drawings.
E.Draw other plans to a minimum scale of 1/8-inch equal to 1 foot.
F.Construction Documents (electronic or paper format) issued by Architect cannot be used in
any shape, form, or fashion in creation and development of shop drawings, except that
electronic files containing floor plans or site plans which have been acquired from
Architect may be used as backgrounds for Contractor, subcontractors, sub-subcontractors,
and material suppliers in shop drawing process.
G.In creation and publication of shop drawings, under no circumstances shall Design
Professional's seal or title block of drawing be reproduced. Shop drawings must be original
works from Contractor, subcontractors, sub-subcontractors, and material suppliers.
1.6 PRODUCT DATA
A.Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information unique to this Project.
B.Include recommendations for application and use, and reference to compliance with
specified standards of trade associations and testing agencies.
C.Include notation of special coordination requirements for interfacing with adjacent work
and building utilities where applicable.
D.After review, distribute in accordance with "Submittal Procedures" Article above and
provide copies for Record Documents described in Section 01 70 00 "Execution and
Closeout Requirements."
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1.7 SAMPLES
A.Submit samples to illustrate functional and aesthetic characteristics of product, with
integral parts and attachment devices. Accompany physical sample with color digital
image (photo or scanned .PDF) of sample. Coordinate sample submittals for interfacing
work.
B.Unless otherwise specified, submit samples of finishes from manufacturers' full range of
standard colors, textures, and patterns, for Architect's selection.
C.Where variations in color, pattern, or texture are inherent in material or product, submit
multiple samples to indicate approximate range or variations.
D.Include full Project information and identification of manufacturer, model number, type,
style and color on each sample.
E.Submit number of samples specified in individual Specification Sections; one of which
will be retained by Architect.
F.Reviewed samples which may remain as part of Work are indicated in individual
Specification Sections.
G.Samples will not be used for testing purposes unless specifically stated in individual
Specification Sections.
1.8 DESIGN DATA
A.Submit for Architect's knowledge as Contract Administrator or for Owner.
B.Submit for information for limited purpose of assessing conformance with information
given and design concept expressed in Contract Documents.
1.9 TEST REPORTS
A.Submit for Architect's knowledge as Contract Administrator or for Owner.
B.Submit test reports for information for limited purpose of assessing conformance with
information given and design concept expressed in Contract Documents.
1.10 CERTIFICATES
A.When specified in individual Specification Sections, submit certification by manufacturer,
installation/application subcontractor, or Contractor to Architect.
B.Indicate material or product conforms to or exceeds specified requirements. Submit
supporting reference data, affidavits, and certifications as appropriate.
C.Certificates may be recent or previous test results on material or product, but must be
acceptable to Architect.
1.11 MANUFACTURER'S INSTRUCTIONS
A.When specified in individual Specification Sections, submit manufacturers' printed
instructions for delivery, storage, assembly, installation, startup, adjusting, and finishing.
B.Identify conflicts between manufacturers' instructions and Contract Documents.
C.Indicate special procedures, conditions requiring special attention and special
environmental criteria required for application or installation.
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1.12 MANUFACTURER'S FIELD REPORTS
A.Submit reports for Architect's benefit as Contract Administrator or for Owner.
B.Submit report within 30 days of observation to Architect for information.
C.Submit for information for limited purpose of assessing conformance with information
given and design concept expressed in Contract Documents.
1.13 ERECTION DRAWINGS
A.Submit drawings for Architect's benefit as Contract Administrator or for Owner.
B.Submit for information for limited purpose of assessing conformance with information
given and design concept expressed in Contract Documents.
C.Data indicating inappropriate or unacceptable Work may be subject to action by Architect
or Owner.
1.14 CONSTRUCTION PHOTOGRAPHS
A.Each month submit photographs to Architect with Application for Payment.
B.Photographs:
1.Format: JPEG file extension; color.
2.Subject:
a.Take 10 site photographs from differing directions indicating relative progress
of Work, 5 days maximum prior to submitting pay request.
C.Identify photographs with date, time, orientation, and Project identification.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 40 00 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Quality control and control of installation.
2.Tolerances.
3.References.
4.Mockup requirements.
5.Testing and Inspection services.
6.Manufacturers' field services.
7.Examination.
8.Preparation.
B.Related Requirements:
1.Other Division 01 Specification Sections apply to Work of this Section.
2.Section 01 30 00 "Administrative Requirements" for Project information
management.
3.Section 01 33 00 "Submittal Procedures" for submission of manufacturers'
instructions and certificates.
4.Section 01 60 00 "Product Requirements" for requirements for material and product
quality.
1.2 QUALITY CONTROL AND CONTROL OF INSTALLATION
A.Monitor quality control over suppliers, manufacturers, products, services, site conditions,
and workmanship, to produce Work of specified quality.
B.Comply with manufacturers' instructions, including each step in sequence.
C.Should manufacturers' instructions conflict with Contract Documents, request clarification
from Architect before proceeding.
D.Comply with specified standards as a minimum quality for Work except when more
stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
E.Perform Work by persons qualified to produce workmanship of specified quality.
F.Verify field measurements are as indicated on shop drawings or as instructed by
manufacturer.
G.Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, or disfigurement.
1.3 TOLERANCES
A.Monitor fabrication and installation tolerance control of products to produce acceptable
Work. Do not permit tolerances to accumulate.
B.Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with
Contract Documents, request clarification from Architect before proceeding.
C.Adjust products to appropriate dimensions; position before securing in place.
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1.4 REFERENCES
A.For products or workmanship specified by association, trade, or other consensus standards,
comply with requirements of standard, except when more rigid requirements are specified
or are required by applicable codes.
B.Conform to reference standard by date of issue current on date of Notice to Proceed, except
where a specific date is established by Code.
C.Obtain copy of standards when required by Specification Section.
D.Neither contractual relationship, duties, nor responsibilities of parties in Contract nor those
of Architect shall be altered from Contract Documents by mention or inference otherwise
in any reference document.
1.5 TESTING AND INSPECTION SERVICES
A.Owner will appoint, employ, and pay for specified services of an independent firm to
perform inspection and testing.
B.The independent firm will perform inspections, tests, and other services specified in
individual Specification Sections and as required by Architect or Owner.
C.Testing, inspections and source quality control may occur on or off Project site. Perform
off-site testing as required by Architect or Owner.
D.Submit independent testing laboratory firm's reports to Architect. Reports to include
observations and results of tests and will indicate compliance or non-compliance with
Contract Documents.
E.Cooperate with independent firm; furnish samples of materials, design mix, equipment,
tools, storage, provide safe access to Project site, and provide assistance by incidental labor
as requested.
1.Notify Owner, and independent firm 48 hours prior to expected time for operations
requiring services.
2.Pay for additional samples and tests required for Contractor's use.
F.Employment of independent testing agency or laboratory does not relieve Contractor from
performing Work to Contract requirements.
G.Re-testing and/or re-inspection required because of non-conformance to specified
requirements will be charged to Contractor by deducting re-testing and/or re-inspection
charges from Contract Sum/Price.
1.6 MANUFACTURERS' FIELD SERVICES
A.When specified in individual Specification Sections, require material or product suppliers
or manufacturers to provide qualified staff personnel to observe site conditions, conditions
of surfaces and installation, quality of workmanship, and startup of equipment, as
applicable, and to initiate instructions when necessary.
B.Submit qualifications of observer to Architect 30 days in advance of required observations.
Observer subject to approval of Architect.
C.Report observations and site decisions or instructions given to applicators or installers that
are supplemental or contrary to manufacturers' written instructions.
D.Refer to Section 01 33 00 "Submittal Procedures," "Manufacturer's Field Reports" Article.
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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A.Verify existing site conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of existing conditions.
B.Verify existing substrate is capable of structural support or attachment of new Work being
applied or attached.
C.Examine and verify specific conditions described in individual Specification Sections.
D.Verify utility services are available, of correct characteristics, and in correct locations.
3.2 PREPARATION
A.Clean substrate surfaces prior to applying next material or substance.
B.Seal cracks or openings of substrate prior to applying next material or substance.
C.Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior
to applying new material or substance in contact or bond.
END OF SECTION
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SECTION 01 42 00 - REFERENCES
PART 1 - GENERAL
1.1 DEFINITIONS
A.General: Basic Contract definitions are included in the Conditions of the Contract.
B."Approved": When used to convey Architect's action on Contractor's submittals,
applications, and requests, "approved" is limited to Architect's duties and responsibilities as
stated in the Conditions of the Contract.
C."Directed": A command or instruction by Architect. Other terms including "requested,"
"authorized," "selected," "required," and "permitted" have the same meaning as "directed."
D."Indicated": Requirements expressed by graphic representations or in written form on
Drawings, in Specifications, and in other Contract Documents. Other terms including
"shown," "noted," "scheduled," and "specified" have the same meaning as "indicated."
E."Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having
jurisdiction, and rules, conventions, and agreements within the construction industry that
control performance of the Work.
F."Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation, and similar operations.
G."Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to
dimension, finish, cure, protect, clean, and similar operations at Project site.
H."Provide": Furnish and install, complete and ready for the intended use.
I."Project Site": Space available for performing construction activities. The extent of Project
site is shown on Drawings and may or may not be identical with the description of the land
on which Project is to be built.
1.2 INDUSTRY STANDARDS
A.Applicability of Standards: Unless the Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as
if bound or copied directly into the Contract Documents to the extent referenced. Such
standards are made a part of the Contract Documents by reference.
B.Publication Dates: Comply with standards in effect as of date of the Contract Documents
unless otherwise indicated.
1.For standards referenced by applicable building codes, comply with dates of
standards as listed in building codes.
C.Copies of Standards: Each entity engaged in construction on Project should be familiar
with industry standards applicable to its construction activity. Copies of applicable
standards are not bound with the Contract Documents.
1.Where copies of standards are needed to perform a required construction activity,
obtain copies directly from publication source.
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1.3 ABBREVIATIONS AND ACRONYMS
A.Industry Organizations: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the entities indicated in
Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia
Books' "National Trade & Professional Associations of the United States."
B.Industry Organizations: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the entities in the
following list. Abbreviations and acronyms not included in this list shall mean the
recognized name of the entities indicated in Gale's "Encyclopedia of Associations:
National Organizations of the U.S." or in Columbia Books' "National Trade & Professional
Associations of the United States." The information in this list is subject to change and is
believed to be accurate as of the date of the Contract Documents.
1.AASHTO - American Association of State Highway and Transportation Officials;
www.transportation.org.
2.ACI - American Concrete Institute; (Formerly: ACI International);
www.concrete.org.
3.AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org.
4.AI - Asphalt Institute; www.asphaltinstitute.org.
5.AIA - American Institute of Architects (The); www.aia.org.
6.AISC - American Institute of Steel Construction; www.aisc.org.
7.AISI - American Iron and Steel Institute; www.steel.org.
8.ANSI - American National Standards Institute; www.ansi.org.
9.ASCE - American Society of Civil Engineers; www.asce.org.
10.ASTM - ASTM International; www.astm.org.
11.AWS - American Welding Society; www.aws.org.
12.CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.
13.CRSI - Concrete Reinforcing Steel Institute; www.crsi.org.
14.ECA - Electronic Components Association; (See ECIA).
15.ECAMA - Electronic Components Assemblies & Materials Association; (See
ECIA).
16.ECIA - Electronic Components Industry Association; www.ecianow.org.
17.EIA - Electronic Industries Alliance; (See TIA).
18.IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org.
19.IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering
Society of North America); www.ies.org.
20.IESNA - Illuminating Engineering Society of North America; (See IES).
21.NRMCA - National Ready Mixed Concrete Association; www.nrmca.org.
22.NSPE - National Society of Professional Engineers; www.nspe.org.
C.Code Agencies: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities in the following
list. This information is believed to be accurate as of the date of the Contract Documents.
1.ICC - International Code Council; www.iccsafe.org.
2.ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.
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D.Federal Government Agencies: Where abbreviations and acronyms are used in
Specifications or other Contract Documents, they shall mean the recognized name of the
entities in the following list. Information is subject to change and is up to date as of the
date of the Contract Documents.
1.CPSC - Consumer Product Safety Commission; www.cpsc.gov.
2.EPA - Environmental Protection Agency; www.epa.gov.
3.OSHA - Occupational Safety & Health Administration; www.osha.gov.
4.USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity
Laboratory; www.ars.usda.gov.
5.USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.
6.USDOJ - Department of Justice; Office of Justice Programs; National Institute of
Justice; www.ojp.usdoj.gov.
7.USPS - United States Postal Service; www.usps.com.
E.Standards and Regulations: Where abbreviations and acronyms are used in Specifications
or other Contract Documents, they shall mean the recognized name of the standards and
regulations in the following list. This information is subject to change and is believed to be
accurate as of the date of the Contract Documents.
1.USAB - United States Access Board; www.access-board.gov.
F.State Government Agencies: Where abbreviations and acronyms are used in Specifications
or other Contract Documents, they shall mean the recognized name of the entities in the
following list. This information is subject to change and is believed to be accurate as of the
date of the Contract Documents.
1.TAS; Architectural Barriers Texas Accessibility Standards;
www.tdlr.texas.gov/ab/abtas.htm.
2.TFS; Texas A&M Forest Service; Sustainable Forestry and Economic Development;
www.txforestservice.tamu.edu.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Temporary Utilities:
a.Electricity.
b.Lighting.
c.Communication services.
d.Water.
e.Sanitary.
2.Construction Facilities:
a.Field offices and sheds.
b.Vehicular access.
c.Parking.
d.Progress cleaning.
e.Project identification.
f.Traffic regulation.
3.Temporary Controls:
a.Barriers.
b.Fencing.
c.Enclosures.
d.Security.
e.Water control.
f.Dust control.
g.Erosion and sediment control.
h.Noise control.
i.Pest and rodent control.
j.Pollution control.
k.Protection of Work.
4.Removal of utilities, facilities, and controls.
B.Related Requirements:
1.Other Divisions 01 Specification Sections apply to Work of this Section.
2.Section 01 70 00 "Execution and Closeout Requirements" for final cleaning.
1.2 TEMPORARY ELECTRICITY
A.Connect to existing power service. Power consumption shall not disrupt Owner's need for
continuous service.
B.Provide temporary electric feeder from electrical service at location as directed. Power
consumption shall not disrupt Owner's need for continuous service.
1.3 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES
A.Existing building lighting may be utilized during construction. Owner will maintain
lighting and pay cost of energy used. Exercise measures to conserve energy.
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1.4 TEMPORARY COMMUNICATION SERVICES
A.As a minimum, provide cellular mobile telephone service for on-site superintendent and
home office telephone service.
1.5 TEMPORARY WATER SERVICE
A.Connect to existing water source for construction operations. Extend and supplement with
temporary devices as needed to maintain specified conditions for construction operations.
B.Owner will pay cost of water used.
C.Exercise measures to conserve water.
D.Provide temporary pipe insulation to prevent freezing.
1.6 TEMPORARY SANITARY FACILITIES
A.Provide and maintain required facilities and enclosures.
B.Existing facilities shall not be used.
C.At end of construction, return facilities to same or better condition than originally found.
1.7 FIELD OFFICES AND SHEDS
A.Field Office should not be required for Project. If Contractor believes a field office is
required, consult with Owner for available location.
B.Storage Areas and Sheds:
1.Size storage to requirements for products of individual Sections, allowing for access
and orderly provision for maintenance and for inspection of products to
requirements of Section 01 60 00 "Product Requirements."
2.Fire Extinguishers: Appropriate type fire extinguisher at each storage area.
1.8 EMPLOYEE RESIDENTIAL OCCUPANCY
A.Not allowed on Owner's property.
1.9 VEHICULAR ACCESS
A.Location as approved by Architect
B.Provide unimpeded access for emergency vehicles. Maintain 20-foot-wide driveways with
turning space between and around combustible materials.
C.Provide and maintain access to fire hydrants and control valves free of obstructions.
D.Provide means of removing mud from vehicle wheels before entering on site paved areas
and public streets.
E.Use existing on-site roads for construction traffic.
1.10 PARKING
A.Use of designated areas of existing parking facilities by construction personnel is
permitted.
B.Do not allow heavy or tracked vehicles or construction equipment in parking areas.
C.Permanent Pavements and Parking Facilities:
1.Avoid traffic loading beyond paving design capacity. Tracked vehicles not allowed.
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D.Maintenance:
1.Maintain traffic and parking areas in sound condition free of excavated material,
construction equipment, products, mud, snow, and ice.
2.Maintain existing paved areas used for construction; promptly repair breaks,
potholes, low areas, standing water, and other deficiencies, to maintain paving and
drainage in original, or specified, condition.
E.Mud from Site Vehicles: Provide means of removing mud from vehicle wheels before
entering streets.
1.11 PROGRESS CLEANING
A.Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and
orderly condition.
B.Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other
closed or remote spaces, prior to enclosing space.
C.Broom and vacuum clean interior areas prior to start of surface finishing, and continue
cleaning to eliminate dust.
D.Remove waste materials, debris, and rubbish from site and dispose off-site at intervals as
required to maintain clean site.
1.12 PROJECT IDENTIFICATION
A.Project Identification Sign:
1.Size: Provide one 8 ft. wide by 4 ft. high.
2.Materials: 3/4-inch-thick exterior grade plywood and solid wood frame.
3.Background Paint: Exterior quality, 2 coats; sign background of color as selected.
4.Lettering: Exterior paint of quality adequate to withstand weathering, fading, and
chipping for duration of construction, contrasting colors as selected with exhibit
lettering by professional sign painter.
5.Design: Design indicated in Drawings.
6.Content:
a.Project title, as indicated on Contract Documents.
b.Owner's name and logo.
c.Council members.
d.Name of Architect.
e.Name of Prime Contractor.
7.Lettering: Series C of Standard Alphabet for Highway Signs, Public Roads
Administration, Federal Works Agency.
B.Project Informational Signs:
1.If required by other Documents or Sections of Project Manual, provide
weather-protected signs for site safety procedures, wage rates, and Storm Water
Pollution Prevention Plan.
2.Erect sign on or adjacent to field office, if required.
C.Design sign and structure to withstand 90 miles/hr wind velocity.
D.Installation:
1.Install Project identification sign within 15 days after date fixed by Notice to
Proceed.
2.Erect at location directed by Owner.
3.Erect supports and framing on secure foundation, rigidly braced and framed to resist
wind loadings.
4.Install sign surface plumb and level, with butt joints. Anchor securely.
5.Paint exposed surfaces of sign supports and framing.
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E.No other signs are allowed without Owner's permission except those required by law.
F.Maintenance: Maintain signs and supports clean, repair deterioration and damage.
G.Removal: Remove signs, framing, supports, and foundations at completion of Project and
restore area.
1.13 TRAFFIC REGULATION
A.Signs, Signals, and Devices:
1.Post Mounted and Wall Mounted Traffic Control and Informational Signs: As
approved by authority having jurisdiction.
2.Traffic Control Signals: As approved by local jurisdictions.
3.Traffic Cones and Drums: As approved by authority having jurisdiction.
4.Flares and Lights: As approved by authority having jurisdiction.
5.Flag Person Equipment: As required by authority having jurisdiction.
B.Flag Persons: Provide trained and equipped flag persons to regulate traffic when
construction operations or traffic encroach on public traffic lanes.
C.Flares and Lights: Use flares and lights during hours of low visibility to delineate traffic
lanes and to guide traffic.
D.Haul Routes:
1.Consult with authority having jurisdiction, establish public thoroughfares to be used
for haul routes and site access.
E.Traffic Signs and Signals:
1.Provide signs at approaches to site and on site, at crossroads, detours, parking areas,
and elsewhere as needed to direct construction and affected public traffic.
2.Provide, operate, and maintain traffic control signals to direct and maintain orderly
flow of traffic in areas under Contractor's control, and areas affected by Contractor's
operations.
3.Relocate as Work progresses, to maintain effective traffic control.
F.Removal:
1.Remove equipment and devices when no longer required.
2.Repair damage caused by installation.
3.Remove post settings to depth of 2 feet.
1.14 BARRIERS
A.Provide barriers to prevent unauthorized entry to construction areas and to protect existing
facilities and adjacent properties from damage from construction operations and
demolition.
1.Allow for Owner's use of site.
B.Provide barricades and covered walkways required by authorities having jurisdiction for:
1.Public rights-of-way.
2.Public access to existing building.
C.Provide protection for the following items designated to remain. Replace damaged items
condition to original condition.
1.Trees.
2.Shrubbery.
3.Lawns.
D.Protect site improvements including but not limited to pavements, walkways, and drainage
structures from damage. Replace damaged site improvements to original condition.
E.Protect non-owned vehicular traffic and stored materials from damage.
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1.15 TEMPORARY FENCING
A.Construction: Commercial grade chain link fence.
B.Provide 6-foot-high fence around construction site and temporary materials storage area;
equip with vehicular gates with locks.
1.16 SECURITY
A.Security Program:
1.Protect Work and existing premises from theft, vandalism, and unauthorized entry.
2.Initiate program at Project mobilization.
3.Maintain program throughout construction period until Owner acceptance
precludes need for Contractor security.
1.17 WATER CONTROL
A.Grade site to drain.
B.Maintain excavations free of water.
C.Provide, operate, and maintain pumping equipment.
D.Protect site from puddling and running water. Provide water barriers as required to protect
site from soil erosion.
1.18 DUST CONTROL
A.Execute Work by methods to minimize raising dust from construction operations.
B.Provide positive means to prevent air-borne dust from dispersing into atmosphere.
1.19 EROSION AND SEDIMENT CONTROL
A.Plan and execute construction by methods to control surface drainage from cuts and fills,
from borrow and waste disposal areas. Prevent erosion and sedimentation.
B.Minimize surface area of bare soil exposed at one time.
C.Provide temporary measures including berms, dikes, and drains, and other devices to
prevent water flow that would result in erosion.
D.Construct fill and waste areas by selective placement to avoid erosive surface silts or clays.
E.Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly
apply corrective measures.
1.20 NOISE CONTROL
A.Provide methods, means, and facilities to minimize disruption of Owner's operations and
activities due to noise produced by construction operations.
B.Conduct activities that will produce noise that will or potentially will interfere with
Owner's operations and activities at times agreed to by Owner.
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1.21 POLLUTION CONTROL
A.Provide methods, means, and facilities to prevent contamination of soil, water, and
atmosphere from discharge of noxious, toxic substances, and pollutants produced by
construction operations.
B.Comply with pollution and environmental control requirements of authorities having
jurisdiction.
1.22 PROTECTION OF INSTALLED WORK
A.Protect installed Work and provide special protection where specified in individual
Specification Sections.
B.Provide temporary and removable protection for installed products. Control activity in
immediate work area to minimize damage.
C.Provide protective coverings at openings in walls, roof, and soffits.
D.Protect finished walkways, drives, and other surfaces from traffic, dirt, wear, damage, or
movement of heavy objects, by protecting with durable sheet materials.
E.Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing material
manufacturer.
F.Prohibit traffic from landscaped areas.
1.23 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A.Remove temporary above grade utilities, equipment, facilities, and materials as soon as
permanent facilities can be utilized.
B.Remove risers for underground utilities to a minimum depth of 2 feet and cap.
C.Remove buried equipment, facilities, and materials completely to a minimum depth of 2
feet and cap.
D.Backfill excavations as specified in other sections and grade site as indicated.
E.Clean and repair damage caused by installation or use of temporary work.
F.Restore existing facilities used during construction to original condition. Restore
permanent facilities used during construction to specified condition.
G.Remove the following when no longer needed:
1.Enclosures.
2.Temporary fencing.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 57 23 - TEMPORARY STORMWATER POLLUTION CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Contractor responsibilities.
2. Submittals.
3. Erosion and sediment controls.
B. Related Requirements:
1. Local jurisdiction requirements.
2. Division 01 Specification Sections apply to Work of this Section.
1.2 CONTRACTOR RESPONSIBILITIES
A. Contractor is solely responsible for meeting all TCEQ and EPA requirements for stormwater
pollution prevention:
1. Develop a Stormwater Pollution Prevention Plan (SWPPP) if not provided;
2. File Notice of Intent (NOI) and include Owner as an "Operator";
3. Install and maintain all erosion control measures and best management practices
(BMPs);
4. Perform inspections and prepare reports; and
5. File Notice of Termination (NOT).
1.3 SUBMITTALS
A. Submit to Engineer, SWPPP, Submittal Procedures, and all other related documentation
conforming to Section 01 33 00 "Submittal Procedures."
1.4 EROSION AND SEDIMENT CONTROLS
A. Implement structural measures to divert flows from exposed soils, temporarily store flows,
or otherwise limit run-off and discharge of pollutants from exposed areas of site. Timely
implement structural practices as specified in SWPPP during construction to minimize
erosion and sediment run-off.
B. Stabilized Ingress/Egress:
1. Provide stabilized access to/from construction site as soon as practical per SWPPP.
2. Ensure any soil tracked off-site is cleaned from existing roads, alleys, and any adjacent
properties as soon as possible. Check for any pollutants (mud, silt, sand, cement,
construction materials, etc.) tracked or washed off-site and perform necessary clean-
up measures at the end of each work day.
C. Silt Fences/Diversion Berms: Provide as a temporary structural practice to minimize erosion
and sediment runoff, as necessary. Properly install silt fences and/or diversion berms to
effectively retain sediment immediately after completing each phase of work where erosion
would occur as sheet and rill erosion (clearing and grubbing, excavation, embankment,
grading, etc.).
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D. Sand/Gravel Bags: Provide as a temporary structural practice to minimize erosion and
sediment runoff. Properly place bags to effectively retain sediment immediately after
completing each phase of work (clearing and grubbing, excavation, embankment, grading,
etc.) in each independent runoff area (after clearing and grubbing between ridge and drain,
place bags as Work progresses, remove/replace/relocate bags as needed for Work to progress
in drainage area). Replace sand/gravel bags no longer in good condition, as needed.
E. Site Stabilization:
1. Minimize surface area of base soil material at one time.
2. Implement necessary stabilization measures including:
a. Temporary/permanent seeding/sodding;
b. Inlet protection.
3. Implement stabilization measures per SWPPP.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 60 00 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Products.
2.Product delivery, storage, and handling.
3.Product options.
4.Substitutions.
B.Related Requirements:
1.Other Division 01 Specification Sections apply to Work of this Section.
2.Section 01 30 00 "Administrative Requirements" for Project information
management.
3.Section 01 40 00 "Quality Requirements" for product quality monitoring.
4.Section 01 42 00 "References."
1.2 PRODUCTS
A.Products: Means new material, machinery, components, equipment, fixtures, and systems
forming Work and does not include machinery and equipment used for preparation,
fabrication, conveying and erection of Work. When allowed by Contract Documents,
products may include used and/or existing materials or components.
B.Hazardous Materials: Products or material containing hazardous materials or substances,
including but not limited to asbestos or polychlorinated biphenylshall (PCB), shall not be
included in Work.
C.Do not use materials and equipment removed from existing premises, except as specifically
permitted by Contract Documents.
D.Provide interchangeable components of same manufacturer, for similar components.
E.Materials required to match existing work and not otherwise specified, shall be equal to
existing work in quality, color, and finish. Workmanship and installation shall be
comparable to adjacent existing work. Architect shall be authority in determination of
acceptable work.
1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING
A.Delivery:
1.Deliver materials, products, and equipment to site in manufacturer's original,
unopened containers or packaging, with identifying labels intact and legible.
2.Promptly inspect shipments to assure that products comply with requirements,
quantities are correct, and products are undamaged.
3.Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
4.Arrange deliveries in accord with construction schedule and in ample time to
facilitate inspection prior to installation to avoid unnecessary delays in construction
process.
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B.Storage:
1.Store and protect products in accordance with manufacturer's instructions, with seals
and labels intact and legible.
2.Store sensitive products in weathertight, climate-controlled enclosures.
3.For exterior storage of fabricated products, place on supports, above ground, sloped
to drain water.
4.Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to avoid condensation or potential degradation of products.
5.Store loose granular materials on solid flat surfaces in a well-drained area. Prevent
mixing with foreign matter.
6.Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
7.Arrange storage of products to permit access for inspection. Periodically inspect to
verify products are undamaged and are maintained in acceptable condition.
8.Materials, products, and equipment may be stored off site in a bonded and insured
warehouse approved by Architect and Owner. Pay all costs incurred for off-site
storage facilities. Products properly stored in off-site storage facilities may be
included in progress pay requests with written approval of Architect.
C.Handling: Handle materials, products, and equipment in a manner prescribed by
manufacturer or specified to protect from damage during storage and installation.
1.4 PRODUCT OPTIONS
A.Products Specified by Reference Standards or by Description Only: Any product meeting
those standards or description.
B.Products Specified by Naming One or More Manufacturers: Products of manufacturers
named and meeting specifications, no options or substitutions allowed.
C.Products Specified by Naming One or More Manufacturers with a Provision for
Substitutions: Submit a request for substitution for any manufacturer not named in
accordance with this Section.
1.5 SUBSTITUTIONS
A.Architect will consider requests for substitutions within 7 days after date established in
Notice to Proceed.
B.Substitutions (after bidding period) may be considered when a product becomes
unavailable through no fault of Contractor.
C.Document each request with complete data substantiating compliance of proposed
Substitution with Contract Documents.
D.A request constitutes a representation that Bidder:
1.Has investigated proposed product and determined that it meets or exceeds quality
level of specified product.
2.Will provide same warranty for Substitution as for specified product.
3.Will coordinate installation and make changes to other Work which may be required
for Work to be complete with no additional cost to Owner.
4.Waives claims for additional costs or time extension which may subsequently
become apparent.
5.Will reimburse Owner and Architect for review or edesign services associated with
re-approval by authorities.
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E.Substitutions will not be considered when they are indicated or implied on shop drawing or
product data submittals, without separate written request, or when acceptance will require
revision to Contract Documents.
F.Substitution Submittal Procedure:
1.Submit request for Substitution for consideration. Limit each request to one
proposed Substitution.
2.Requests shall include name of material or equipment to be substituted and a
description of proposed substitution including Drawings, performance and test data,
and other information necessary for an evaluation.
3.Submit item-by-item (line-by-line) comparison of each item listed in Specification
compiled and submitted comparing specified material/product with proposed
substitution and specifically noting all differences between the compared products
and/or systems.
4.Submit statement setting forth changes in other material, equipment or other
portions of Work including changes in work of other contracts that incorporation of
proposed substitution would require shall be included.
5.Submit shop drawings, product data, and certified test results for proposed product
equivalence.
6.Architect will notify Contractor, in writing, of decision to accept or reject request.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 70 00 - EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Closeout procedures.
2.Final cleaning.
3.Starting of systems.
4.Demonstration and instructions.
5.Testing, adjusting, and balancing.
6.Protecting installed construction.
7.Project record documents.
8.Operation and maintenance data.
9.Manual for materials and finishes.
10.Manual for equipment and systems.
11.Spare parts and maintenance products.
12.Product warranties and product bonds.
13.Maintenance service.
B.Related Requirements:
1.Other Division 01 Specification Sections apply to Work of this Section.
2.Section 01 30 00 "Administrative Requirements" for Project information
management.
1.2 CLOSEOUT PROCEDURES
A.Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready
for Architect's review.
B.Provide submittals to Architect required by authority having jurisdiction.
C.Submit final Application for Payment identifying total adjusted Contract Sum, previous
payments, and sum remaining due.
D.Closeout documents will be submitted electronically in OCR (Optical Character
Recognition)/PDF format.
E.At Owner's request, Contractor shall provide a hard copy of Closeout Documents in
three-ring binders.
1.3 FINAL CLEANING
A.Execute final cleaning prior to final Project assessment.
B.Clean equipment and fixtures to sanitary condition with cleaning materials appropriate to
surface and material being cleaned.
C.Clean debris from roofs, gutters, downspouts, and drainage systems.
D.Clean site; sweep paved areas, rake clean landscaped surfaces.
E.Remove waste and surplus materials, rubbish, and construction facilities from site.
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1.4 STARTING OF SYSTEMS
A.Coordinate schedule for startup of various equipment and systems.
B.Notify Owner 7 days prior to startup of each item.
C.Verify each piece of equipment or system has been checked for proper lubrication, drive
rotation, belt tension, control sequence, and for conditions which may cause damage.
D.Verify tests, meter readings, and specified electrical characteristics agree with those
required by equipment or system manufacturer.
E.Verify wiring and support components for equipment are complete and tested.
F.Execute startup under supervision of applicable manufacturer's representative in
accordance with manufacturers' instructions.
G.When specified in individual Specification Sections, require manufacturer to provide
authorized representative to be present at site to inspect, check, and approve equipment or
system installation prior to startup, and to supervise placing equipment or system in
operation.
H.Submit a written report in accordance with Section 01 33 00 "Submittal Procedures" that
equipment or system has been properly installed and is functioning correctly.
1.5 DEMONSTRATION AND INSTRUCTIONS
A.Demonstrate operation and maintenance of products to Owner's personnel 2 weeks prior
to date of Substantial Completion.
B.For equipment or systems requiring seasonal operation, perform demonstration for other
season within 6 months.
C.Utilize operation and maintenance manuals as basis for instruction. Review contents of
manual with Owner's personnel in detail to explain aspects of operation and maintenance.
D.Demonstrate startup, operation, control, adjustment, troubleshooting, servicing,
maintenance, and shutdown of each item of equipment at agreed time, at equipment
location.
E.Prepare and insert additional data in operations and maintenance manuals when need for
additional data becomes apparent during instruction.
F.Required instruction time for each item of equipment and system is specified in individual
Sections.
1.6 TESTING, ADJUSTING, AND BALANCING
A.Owner will appoint, employ, and pay for services of independent firm to perform testing,
adjusting, and balancing.
B.Reports will be submitted by independent firm to Architect indicating observations and
results of tests and indicating compliance or non-compliance with requirements of Contract
Documents.
1.7 PROTECTING INSTALLED CONSTRUCTION
A.Protect installed Work and provide special protection where specified in individual
Specification Sections.
B.Provide temporary and removable protection for installed products. Control activity in
immediate work area to prevent damage.
C.Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or
movement of heavy objects, by protecting with durable sheet materials.
D.Prohibit traffic from landscaped areas.
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1.8 PROJECT RECORD DOCUMENTS
A.Maintain on site one set of record documents; record actual revisions to Work:
1.Drawings.
2.Specifications.
3.Addenda.
4.Change Orders and other modifications to Contract.
5.Reviewed Shop Drawings, Product Data, and Samples.
6.Manufacturer's instruction for assembly, installation, and adjusting.
B.Ensure entries are complete and accurate, enabling future reference by Owner.
C.Store record documents separate from documents used for construction.
D.Record information concurrent with construction progress, not less than weekly.
E.Specifications: Legibly mark and record at each product Section description of products
installed, including following:
1.Manufacturer's name and product model and number.
2.Product substitutions or alternates utilized.
3.Changes made by Addenda, Change Orders, RFI responses, and other modifications.
For Addenda, Change Orders, and RFI responses, cut out and tape to pages in
appropriate location, referencing source of change.
F.Record Drawings and Shop Drawings: Legibly mark each item to record actual
construction including:
1.Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements.
2.Field changes of dimension and detail.
3.Details not on original Contract Drawings.
4.Changes made by Addenda, Change Order, RFI responses, and other modifications.
For Addenda, Change Orders, and RFI responses, cut out and tape to pages in
appropriate location, referencing source of change.
5.Submit in OCR (Optical Character Recognition)/PDF format.
6.Internally subdivide contents with page dividers, organized into CSI format shown
in Project Manual.
7.Prepare a table of contents, listing each of Division headings and listing each
material/product under each heading by manufacturer and material/product name.
8.Submit complete set of aforementioned information in OCR (Optical Character
Recognition)/PDF format.
9.Submit information with Application for Final Payment and include MSDS for
materials/products delivered or installed in Project.
G.Submit documents to Architect with claim for final Application for Payment.
1.9 OPERATION AND MAINTENANCE DATA
A.Submit data electronically in 8-1/2- by 11-inch text pages, OCR (Optical Character
Recognition)/PDF format.
B.Submit documents with Application for Final Payment.
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1.10 MANUAL FOR MATERIALS AND FINISHES
A.Submit in OCR (Optical Character Recognition)/PDF format of preliminary draft or
proposed formats and outlines of contents before start of Work. Architect will review draft
and return electronic file with comments.
B.For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit documents within 10 days after acceptance.
C.Submit one electronic copy of completed volumes 15 days prior to final inspection. Draft
copy to be reviewed and returned after final inspection, with Architect comments. Revise
content of electronic document set as required prior to final submission.
D.Submit electronic documents of revised final volumes in final form within 10 days after
final inspection.
E.Building Products, Applied Materials, and Finishes: Include product data, with catalog
number, size, composition, and color and texture designations.
F.Instructions for Care and Maintenance: Include manufacturer's recommendations for
cleaning agents and methods, precautions against detrimental agents and methods, and
recommended schedule for cleaning and maintenance.
G.Moisture Protection and Weather Exposed Products: Include product data listing applicable
reference standards, chemical composition, and details of installation. Include
recommendations for inspections, maintenance, and repair.
H.Additional Requirements: As specified in individual product Specification Sections.
I.Include listing in Table of Contents for design data, with fly sheet.
1.11 MANUAL FOR EQUIPMENT AND SYSTEMS
A.Submit in OCR (Optical Character Recognition)/PDF format of preliminary draft or
proposed formats and outlines of contents before start of Work. Architect will review draft
and return with comments.
B.For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit electronic documents within 10 days after acceptance.
C.Submit electronic copy of completed volume(s) 15 days prior to final inspection. Draft
copy to be reviewed and returned after final inspection, with Architect comments. Revise
content of electronic document set as required prior to final submission.
D.Submit electronic documents in OCR (Optical Character Recognition)/PDF format of
revised final volumes in final form within 10 days after final inspection.
E.Each Item of Equipment and Each System: Include description of unit or system, and
component parts. Identify function, normal operating characteristics, and limiting
conditions. Include performance curves, with engineering data and tests, and complete
nomenclature and model number of replaceable parts.
F.Panelboard Circuit Directories: Provide electrical service characteristics, controls, and
communications; by label machine.
G.Include color coded wiring diagrams as installed.
H.Operating Procedures: Include startup, break-in, and routine normal operating instructions
and sequences. Include regulation, control, stopping, shutdown, and emergency
instructions. Include summer, winter, and special operating instructions.
I.Maintenance Requirements: Include routine procedures and guide for preventative
maintenance and troubleshooting; disassembly, repair, and reassembly instructions; and
alignment, adjusting, balancing, and checking instructions.
J.Include servicing and lubrication schedule, and list of lubricants required.
K.Include manufacturer's printed operation and maintenance instructions.
L.Include sequence of operation by controls manufacturer.
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M.Include original manufacturer's parts list, illustrations, assembly drawings, and diagrams
required for maintenance.
N.Include control diagrams by controls manufacturer as installed.
O.Include Contractor's coordination drawings, with color coded piping diagrams as installed.
P.Include charts of valve tag numbers, with location and function of each valve, keyed to
flow and control diagrams.
Q.Include list of original manufacturer's spare parts, current prices, and recommended
quantities to be maintained in storage.
R.Include test and balancing reports as specified in Section 01 40 00 "Quality Requirements."
S.Additional Requirements: As specified in individual product Specification Sections.
T.Include listing in Table of Contents for design data, with dividers.
1.12 SPARE PARTS AND MAINTENANCE PRODUCTS
A.Furnish spare parts, maintenance, and extra products in quantities specified in individual
Specification Sections.
B.Deliver to Project site and place in location as directed by Owner; obtain receipt prior to
final payment.
1.13 PRODUCT WARRANTIES AND PRODUCT BONDS
A.Obtain warranties and bonds executed by responsible subcontractors, suppliers, and
manufacturers, within 10 days after completion of applicable item of work.
B.Execute and assemble transferable warranty documents and bonds from subcontractors,
suppliers, and manufacturers.
C.Verify documents are in proper form, contain full information, and are notarized.
D.Co-execute submittals when required.
E.Include Table of Contents.
F.Submit one complete set of aforementioned information in OCR (Optical Character
Recognition)/PDF format for review.
G.Submit prior to Application for Final Payment.
H.Time of Submittals:
1.For equipment or component parts of equipment put into service during construction
with Owner's permission, submit documents within 10 days after acceptance.
2.Make other submittals within 10 days after Date of Substantial Completion, prior to
final Application for Payment.
3.For items of Work for which acceptance is delayed beyond Date of Substantial
Completion, submit within 10 days after acceptance, listing date of acceptance as
beginning of warranty or bond period.
1.14 MAINTENANCE SERVICE
A.Furnish service and maintenance of components indicated in Specification Sections during
warranty period.
B.Examine system components at frequency consistent with reliable operation. Clean, adjust,
and lubricate as required.
C.Include systematic examination, adjustment, and lubrication of components. Repair or
replace parts whenever required. Use parts produced by manufacturer of original
component.
D.Do not assign or transfer maintenance service to agent or Subcontractor without prior
written consent of Owner.
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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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EXHIBIT A
TECHNICAL SPECIFICATIONS
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SECTION 02 41 19 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Demolition and removal of selected site elements.
2.Salvage of existing items to be reused or recycled.
B.Related Requirements:
1.Division 01 Specification Sections apply to Work of this Section.
2.Section 01 73 00 "Execution" for cutting and patching procedures.
3.Section 31 10 00 "Site Clearing" for site clearing and removal of above- and
below-grade improvements.
1.2 DEFINITIONS
A.Remove: Detach items from existing construction and legally dispose of them off-site
unless indicated to be removed and salvaged or removed and reinstalled.
B.Remove and Reinstall: Detach items from existing construction, prepare for reuse, and
reinstall where indicated.
C.Existing to Remain: Existing items of construction that are not to be permanently removed
and that are not otherwise indicated to be removed, removed and salvaged, or removed and
reinstalled.
1.3 MATERIALS OWNERSHIP
A.Unless otherwise indicated, demolition waste becomes property of Contractor.
B.Historic items, relics, antiques, and similar objects including, but not limited to,
cornerstones and their contents, commemorative plaques and tablets, and other items of
interest or value to Owner that may be uncovered during demolition remain the property of
Owner.
1.Carefully salvage in a manner to prevent damage and promptly return to Owner.
1.4 PREINSTALLATION MEETINGS
A.Predemolition Conference: Conduct conference at Project site.
1.Inspect and discuss condition of construction to be selectively demolished.
2.Review requirements of work performed by other trades that rely on substrates
exposed by selective demolition operations.
3.Review areas where existing construction is to remain and requires protection.
1.5 INFORMATIONAL SUBMITTALS
A.Inventory: Submit a list of items to be removed and salvaged and deliver to Owner prior to
start of demolition.
B.Predemolition Photographs or Video: Submit before Work begins.
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1.6 CLOSEOUT SUBMITTALS
A.Inventory: Submit a list of items that have been removed and salvaged.
1.7 FIELD CONDITIONS
A.Conditions existing at time of inspection for bidding purpose will be maintained by Owner
as far as practical.
1.Before selective demolition, Owner will remove the following items:
a.<Insert items to be removed by Owner>.
B.Notify Architect of discrepancies between existing conditions and Drawings before
proceeding with selective demolition.
C.Storage or sale of removed items or materials on-site is not permitted.
D.Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1.Maintain fire-protection facilities in service during selective demolition operations.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A.Verify that utilities have been disconnected and capped before starting selective demolition
operations.
B.Review record documents of existing construction provided by Owner. Owner does not
guarantee that existing conditions are same as those indicated in record documents.
C.Survey existing conditions and correlate with requirements indicated to determine extent of
selective demolition required.
D.When unanticipated mechanical, electrical, or structural elements that conflict with
intended function or design are encountered, investigate and measure the nature and extent
of conflict. Promptly submit a written report to Architect.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A.Existing Services/Systems to Remain: Maintain services/systems indicated to remain and
protect them against damage.
1.Comply with requirements for existing services/systems interruptions specified in
Section 01 10 00 "Summary."
3.3 PREPARATION
A.Site Access and Temporary Controls: Conduct selective demolition and debris-removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
1.Comply with requirements for access and protection specified in Section 01 50 00
"Temporary Facilities and Controls."
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3.4 SELECTIVE DEMOLITION, GENERAL
A.General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within
limitations of governing regulations and as follows:
1.Proceed with selective demolition systematically, from higher to lower level.
Complete selective demolition operations above each floor or tier before disturbing
supporting members on the next lower level.
2.Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining
construction. Use hand tools or small power tools designed for sawing or grinding,
not hammering and chopping, to minimize disturbance of adjacent surfaces.
Temporarily cover openings to remain.
3.Cut or drill from the exposed or finished side into concealed surfaces to avoid
marring existing finished surfaces.
4.Remove structural framing members and lower to ground by method suitable to
avoid free fall and to prevent ground impact or dust generation.
5.Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
6.Dispose of demolished items and materials promptly.
B.Removed and Reinstalled Items:
1.Clean and repair items to functional condition adequate for intended reuse.
2.Pack or crate items after cleaning and repairing. Identify contents of containers.
3.Protect items from damage during transport and storage.
4.Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous
materials necessary to make item functional for use indicated.
C.Existing Items to Remain: Protect construction indicated to remain against damage and
soiling during selective demolition. When permitted by Architect, items may be removed
to a suitable, protected storage location during selective demolition and cleaned, and
reinstalled in their original locations after selective demolition operations are complete.
3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A.Concrete: Demolish in sections. Cut concrete full depth at existing joints with construction
to remain and at regular intervals using power-driven saw, then remove concrete between
saw cuts.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A.General: Except for items or materials indicated to be reused, salvaged, reinstalled, or
otherwise indicated to remain Owner's property, remove demolished materials from Project
site and legally dispose of them in an EPA-approved landfill.
1.Do not allow demolished materials to accumulate on-site.
2.Remove and transport debris in a manner that will prevent spillage on adjacent
surfaces and areas.
B.Disposal: Transport demolished materials off Owner's property and legally dispose of
them.
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3.7 CLEANING
A.Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective
demolition operations began.
END OF SECTION
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SECTION 31 10 00 - SITE CLEARING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Protecting existing vegetation to remain.
2.Clearing and grubbing.
3.Removing above- and below-grade site improvements.
4.Temporary erosion and sedimentation control.
B.Related Requirements:
1.Division 01 Specification Sections apply to Work of this Section.
2.Section 01 50 00 "Temporary Facilities and Controls" for temporary erosion- and
sedimentation-control measures.
1.2 DEFINITIONS
A.Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally
occurring soil profile, typified by less than 1 percent organic matter and few soil
organisms.
B.Surface Soil: Soil that is present at the top layer of the existing soil profile. In undisturbed
areas, surface soil is typically called "topsoil," but in disturbed areas such as urban
environments, the surface soil can be subsoil.
C.Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other
vegetation to be protected during construction and indicated on Drawings.
D.Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected
during construction and indicated on Drawings.
E.Vegetation: Trees, shrubs, groundcovers, grass, and other plants.
1.3 PREINSTALLATION MEETINGS
A.Preinstallation Conference: Conduct conference at Project site.
1.4 MATERIAL OWNERSHIP
A.Except for materials indicated to be stockpiled or otherwise remain Owner's property,
cleared materials shall become Contractor's property and shall be removed from Project
site.
1.5 INFORMATIONAL SUBMITTALS
A.Existing Conditions: Documentation of existing trees and plantings, adjoining construction,
and site improvements that establishes preconstruction conditions that might be
misconstrued as damage caused by site clearing.
1.Use sufficiently detailed photographs or video recordings.
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1.6 FIELD CONDITIONS
A.Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent
occupied or used facilities during site-clearing operations.
1.Do not close or obstruct streets, walks, or other adjacent occupied or used facilities
without permission from Owner and authorities having jurisdiction.
2.Provide alternate routes around closed or obstructed trafficways if required by
Owner or authorities having jurisdiction.
B.Salvageable Improvements: Carefully remove items indicated to be salvaged and store on
Owner's premises.
C.Utility Locator Service: Notify utility locator service for area where Project is located
before site clearing.
D.Do not commence site clearing operations until temporary erosion- and
sedimentation-control and plant-protection measures are in place.
PART 2 - PRODUCTS
2.1 MATERIALS
A.Satisfactory Soil Material: Requirements for satisfactory soil material are specified in
Section 31 20 00 "Earth Moving."
1.Obtain approved borrow soil material off-site when satisfactory soil material is not
available on-site.
B.Antirust Coating: Fast-curing, lead- and chromate-free, self-curing, universal
modified-alkyd primer complying with MPI #23 (surface-tolerant, anticorrosive metal
primer)or SSPC-Paint 20 or SSPC-Paint 29 zinc-rich coating.
PART 3 - EXECUTION
3.1 PREPARATION
A.Protect and maintain benchmarks and survey control points from disturbance during
construction.
B.Verify that trees, shrubs, and other vegetation to remain or to be relocated have been
flagged and that protection zones have been identified and enclosed according to
requirements in Drawings.
C.Protect existing site improvements to remain from damage during construction.
1.Restore damaged improvements to their original condition, as acceptable to Owner.
3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL
A.Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and
discharge of soil-bearing water runoff or airborne dust to adjacent properties and
walkways, according to erosion- and sedimentation-control Drawings and requirements of
authorities having jurisdiction.
B.Verify that flows of water redirected from construction areas or generated by construction
activity do not enter or cross protection zones.
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C.Inspect, maintain, and repair erosion- and sedimentation-control measures during
construction until permanent vegetation has been established.
D.Remove erosion and sedimentation controls, and restore and stabilize areas disturbed
during removal.
3.3 TREE AND PLANT PROTECTION
A.Protect trees and plants remaining on-site according to requirements in Drawings.
B.Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated
that are damaged by construction operations.
3.4 EXISTING UTILITIES
A.Locate, identify, disconnect, and seal or cap utilities indicated to be removed.
1.Arrange with utility companies to shut off indicated utilities.
B.Locate, identify, and disconnect utilities indicated to be abandoned in place.
C.Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by
Owner or others, unless permitted under the following conditions and then only after
arranging to provide temporary utility services according to requirements indicated:
1.Notify Owner not less than two days in advance of proposed utility interruptions.
2.Do not proceed with utility interruptions without Owner's written permission.
D.Excavate for and remove underground utilities indicated to be removed.
3.5 CLEARING AND GRUBBING
A.Remove obstructions, trees, shrubs, and other vegetation to permit installation of new
construction.
1.Do not remove trees, shrubs, and other vegetation indicated to remain or to be
relocated.
B.Fill depressions caused by clearing and grubbing operations with satisfactory soil material
unless further excavation or earthwork is indicated.
1.Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and
compact each layer to a density equal to adjacent original ground.
3.6 SITE IMPROVEMENTS
A.Remove existing above- and below-grade improvements as indicated and necessary to
facilitate new construction.
B.Remove slabs, paving, curbs, gutters, and aggregate base as indicated.
1.Unless existing full-depth joints coincide with line of demolition, neatly saw-cut
along line of existing pavement to remain before removing adjacent existing
pavement. Saw-cut faces vertically.
2.Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust
coating, following coating manufacturer's written instructions. Keep paint off
surfaces that will remain exposed.
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3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A.Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and
waste materials including trash and debris, and legally dispose of them off Owner's
property.
END OF SECTION
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SECTION 31 20 00 - EARTH MOVING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Excavating and filling for rough grading the Site.
2.Preparing subgrades for walks turf and grasses.
B.Related Requirements:
1.Division 01 Specification Sections apply to Work of this Section.
2.Section 31 10 00 "Site Clearing" for site stripping, grubbing, stripping topsoil, and
removal of above- and below-grade improvements and utilities.
1.2 DEFINITIONS
A.Backfill: Soil material or controlled low-strength material used to fill an excavation.
1.Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches
to support sides of pipe.
2.Final Backfill: Backfill placed over initial backfill to fill a trench.
B.Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.
C.Excavation: Removal of material encountered above subgrade elevations and to lines and
dimensions indicated.
1.Authorized Additional Excavation: Excavation below subgrade elevations or beyond
indicated lines and dimensions as directed by Architect. Authorized additional
excavation and replacement material will be paid for according to Contract
provisions for changes in the Work.
2.Unauthorized Excavation: Excavation below subgrade elevations or beyond
indicated lines and dimensions without direction by Architect. Unauthorized
excavation, as well as remedial work directed by Architect, shall be without
additional compensation.
D.Fill: Soil materials used to raise existing grades.
E.Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and
boulders of rock material that exceed 1 cu. yd. for bulk excavation or 3/4 cu. yd. for
footing, trench, and pit excavation that cannot be removed by rock-excavating equipment
equivalent to the following in size and performance ratings, without systematic drilling,
ram hammering, ripping, or blasting, when permitted:
1.Equipment for Footing, Trench, and Pit Excavation: Late-model, track-mounted
hydraulic excavator; equipped with a 42-inch- maximum-width, short-tip-radius
rock bucket; rated at not less than 138-hp flywheel power with bucket-curling force
of not less than 28,700 lbf and stick-crowd force of not less than 18,400 lbf with
extra-long reach boom.
F.Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and
boulders of rock material 3/4 cu. yd. or more in volume that exceed a standard penetration
resistance of 100 blows/2 inches when tested by a geotechnical testing agency, according
to ASTM D1586.
G.Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill
immediately below subbase, drainage fill, drainage course, or topsoil materials.
H.Utilities: On-site underground pipes, conduits, ducts, and cables as well as underground
services within buildings.
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1.3 FIELD CONDITIONS
A.Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent
occupied or used facilities during earth-moving operations.
1.Do not close or obstruct streets, walks, or other adjacent occupied or used facilities
without permission from Owner and authorities having jurisdiction.
2.Provide alternate routes around closed or obstructed traffic ways if required by
Owner or authorities having jurisdiction.
B.Utility Locator Service: Notify utility locator service for area where Project is located
before beginning earth-moving operations.
C.Do not commence earth-moving operations until temporary site fencing and erosion- and
sedimentation-control measures specified in Section 01 50 00 "Temporary Facilities and
Controls" and Section 01 57 23 Temporary Stormwater Pollution Control are in place.
PART 2 - PRODUCTS
2.1 SOIL MATERIALS
A.General: Provide borrow soil materials when sufficient satisfactory soil materials are not
available from excavations.
B.Satisfactory Soils: Soil Classification Groups GW, GP, GM, SW, SP, and SM according to
ASTM D2487, or a combination of these groups; free of rock or gravel larger than 3 inches
in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.
C.Unsatisfactory Soils: Soil Classification Groups GC, SC, CL, ML, OL, CH, MH, OH, and
PT according to ASTM D2487, or a combination of these groups.
1.Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of
optimum moisture content at time of compaction.
PART 3 - EXECUTION
3.1 PREPARATION
A.Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused
by settlement, lateral movement, undermining, washout, and other hazards created by
earth-moving operations.
B.Protect and maintain erosion and sedimentation controls during earth-moving operations.
C.Protect subgrades and foundation soils from freezing temperatures and frost. Remove
temporary protection before placing subsequent materials.
3.2 DEWATERING
A.Provide dewatering system of sufficient scope, size, and capacity to control hydrostatic
pressures and to lower, control, remove, and dispose of ground water and permit
excavation and construction to proceed on dry, stable subgrades.
B.Prevent surface water and ground water from entering excavations, from ponding on
prepared subgrades, and from flooding Project site and surrounding area.
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C.Protect subgrades from softening, undermining, washout, and damage by rain or water
accumulation.
1.Reroute surface water runoff away from excavated areas. Do not allow water to
accumulate in excavations. Do not use excavated trenches as temporary drainage
ditches.
D.Dispose of water removed by dewatering in a manner that avoids endangering public
health, property, and portions of work under construction or completed. Dispose of water
and sediment in a manner that avoids inconvenience to others.
3.3 EXPLOSIVES
A.Explosives: Do not use explosives.
B.Explosives: Obtain written permission from authorities having jurisdiction before bringing
explosives to Project site or using explosives on Project site.
1.Perform blasting without damaging adjacent structures, property, or site
improvements.
2.Perform blasting without weakening the bearing capacity of rock subgrade and with
the least-practicable disturbance to rock to remain.
3.4 EXCAVATION, GENERAL
A.Unclassified Excavation: Excavate to subgrade elevations regardless of the character of
surface and subsurface conditions encountered. Unclassified excavated materials may
include rock, soil materials, and obstructions. No changes in the Contract Sum or the
Contract Time will be authorized for rock excavation or removal of obstructions.
1.If excavated materials intended for fill and backfill include unsatisfactory soil
materials and rock, replace with satisfactory soil materials.
2.Remove rock to lines and grades indicated to permit installation of permanent
construction without exceeding the following dimensions:
a.12 inches outside of concrete forms at footings.
b.6 inches outside of minimum required dimensions of concrete cast against
grade.
c.6 inches beneath pipe in trenches and the greater of 24 inches wider than pipe
or 42 inches wide.
3.5 EXCAVATION FOR WALKS AND PAVEMENTS
A.Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations,
and subgrades.
3.6 EXCAVATION FOR UTILITY TRENCHES
A.Excavate trenches to indicated gradients, lines, depths, and elevations.
1.Beyond building perimeter, excavate trenches to allow installation of top of pipe
below frost line.
B.Excavate trenches to uniform widths to provide the following clearance on each side of
pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher
than top of pipe or conduit unless otherwise indicated.
1.Clearance: 12 inches each side of pipe or conduit.
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C.Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and
support of pipes and conduit. Shape subgrade to provide continuous support for bells,
joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Remove
projecting stones and sharp objects along trench subgrade.
1.For pipes and conduit less than 6 inches in nominal diameter, hand-excavate trench
bottoms and support pipe and conduit on an undisturbed subgrade.
2.For pipes and conduit 6 inches or larger in nominal diameter, shape bottom of trench
to support bottom 90 degrees of pipe or conduit circumference. Fill depressions with
tamped sand backfill.
3.For flat-bottomed, multiple-duct conduit units, hand-excavate trench bottoms and
support conduit on an undisturbed subgrade.
4.Excavate trenches 6 inches deeper than elevation required in rock or other
unyielding bearing material to allow for bedding course.
D.Trench Bottoms: Excavate trenches 4 inches deeper than bottom of pipe and conduit
elevations to allow for bedding course. Hand-excavate deeper for bells of pipe.
1.Excavate trenches 6 inches deeper than elevation required in rock or other
unyielding bearing material to allow for bedding course.
E.Trenches in Tree- and Plant-Protection Zones:
1.Hand-excavate to indicated lines, cross sections, elevations, and subgrades. Use
narrow-tine spading forks to comb soil and expose roots. Do not break, tear, or chop
exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots.
2.Do not cut main lateral roots or taproots; cut only smaller roots that interfere with
installation of utilities.
3.7 SUBGRADE INSPECTION
A.Notify Architect when excavations have reached required subgrade.
B.If Architect determines that unsatisfactory soil is present, continue excavation and replace
with compacted backfill or fill material as directed.
C.Compact subgrade below pavements with a Hand Operated Compactor to identify soft
pockets and areas of excess yielding. Do not Compact wet or saturated subgrades.
1.Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting,
as determined by Architect, and replace with compacted backfill or fill as directed.
D.Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water,
or construction activities, as directed by Architect, without additional compensation.
3.8 STORAGE OF SOIL MATERIALS
A.Stockpile borrow soil materials and excavated satisfactory soil materials without
intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent
windblown dust.
1.Stockpile soil materials away from edge of excavations. Do not store within drip line
of remaining trees.
3.9 BACKFILL
A.Place and compact backfill in excavations promptly, but not before completing the
following:
1.Testing and inspecting underground utilities.
2.Removing concrete formwork.
3.Removing trash and debris.
B.Place backfill on subgrades free of mud, frost, snow, or ice.
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3.10 UTILITY TRENCH BACKFILL
A.Place backfill on subgrades free of mud, frost, snow, or ice.
B.Place and compact bedding course on trench bottoms and where indicated. Shape bedding
course to provide continuous support for bells, joints, and barrels of pipes and for joints,
fittings, and bodies of conduits.
C.Trenches under Footings: Backfill trenches excavated under footings and within 18 inches
of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of
footings.
D.Backfill voids with satisfactory soil while removing shoring and bracing.
E.Initial Backfill:
1.Soil Backfill: Place and compact initial backfill of satisfactory soil, free of particles
larger than 1 inch in any dimension, to a height of 12 inches over the pipe or
conduit.
a.Carefully compact initial backfill under pipe haunches and compact evenly up
on both sides and along the full length of piping or conduit to avoid damage
or displacement of piping or conduit. Coordinate backfilling with utilities
testing.
F.Final Backfill:
1.Soil Backfill: Place and compact final backfill of satisfactory soil to final subgrade
elevation.
3.11 SOIL FILL
A.Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so
fill material will bond with existing material.
B.Place and compact fill material in layers to required elevations as follows:
1.Under grass and planted areas, use satisfactory soil material.
2.Under walks and pavements, use satisfactory soil material.
C.Place soil fill on subgrades free of mud, frost, snow, or ice.
3.12 SOIL MOISTURE CONTROL
A.Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before
compaction to within 2 percent of optimum moisture content.
1.Do not place backfill or fill soil material on surfaces that are muddy, frozen, or
contain frost or ice.
2.Remove and replace, or scarify and air dry, otherwise satisfactory soil material that
exceeds optimum moisture content by 2 percent and is too wet to compact to
specified dry unit weight.
3.13 COMPACTION OF SOIL BACKFILLS AND FILLS
A.Place backfill and fill soil materials in layers not more than 8 inches in loose depth for
material compacted by heavy compaction equipment and not more than 4 inches in loose
depth for material compacted by hand-operated tampers.
B.Place backfill and fill soil materials evenly on all sides of structures to required elevations
and uniformly along the full length of each structure.
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C.Compact soil materials to not less than the following percentages of maximum dry unit
weight according to ASTM D698:
1.Under walkways, scarify and recompact top 6 inches below subgrade and compact
each layer of backfill or fill soil material at 92 percent.
2.For utility trenches, compact each layer of initial and final backfill soil material at 85
percent.
3.14 GRADING
A.General: Uniformly grade areas to a smooth surface, free of irregular surface changes.
Comply with compaction requirements and grade to cross sections, lines, and elevations
indicated.
1.Provide a smooth transition between adjacent existing grades and new grades.
2.Cut out soft spots, fill low spots, and trim high spots to comply with required surface
tolerances.
B.Site Rough Grading: Slope grades to direct water away from buildings and to prevent
ponding. Finish subgrades to elevations required to achieve indicated finish elevations,
within the following subgrade tolerances:
1.Turf or Unpaved Areas: Plus or minus1/2-inch.
2.Walks: Plus or minus 1/4-inch.
3.15 FIELD QUALITY CONTROL
A.Special Inspections: Owner will engage a qualified special inspector to perform the
following special inspections:
1.Determine prior to placement of fill that site has been prepared in compliance with
requirements.
2.Determine that fill material classification and maximum lift thickness comply with
requirements.
3.Determine, during placement and compaction, that in-place density of compacted fill
complies with requirements.
B.Testing Agency: Owner will engage a qualified geotechnical engineering testing agency to
perform tests and inspections.
C.Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed
with subsequent earth moving only after test results for previously completed work comply
with requirements.
D.Testing agency will test compaction of soils in place according to ASTM D1556,
ASTM D2167, ASTM D2937, and ASTM D6938, as applicable. Tests will be performed at
the following locations and frequencies:
1.Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill
layer, at least one test for every 2,000 sq. ft. or less of paved area or building slab
but in no case fewer than three tests.
E.When testing agency reports that subgrades, fills, or backfills have not achieved degree of
compaction specified, scarify and moisten or aerate, or remove and replace soil materials to
depth required; recompact and retest until specified compaction is obtained.
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3.16 PROTECTION
A.Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion.
Keep free of trash and debris.
B.Repair and reestablish grades to specified tolerances where completed or partially
completed surfaces become eroded, rutted, settled, or where they lose compaction due to
subsequent construction operations or weather conditions.
1.Scarify or remove and replace soil material to depth as directed by Architect;
reshape and recompact.
C.Where settling occurs before Project correction period elapses, remove finished surfacing,
backfill with additional soil material, compact, and reconstruct surfacing.
1.Restore appearance, quality, and condition of finished surfacing to match adjacent
work, and eliminate evidence of restoration to greatest extent possible.
3.17 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A.Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash,
and debris, and legally dispose of them off Owner's property.
B.Transport surplus satisfactory soil to designated storage areas on Owner's property.
Stockpile or spread soil as directed by Architect.
1.Remove waste materials, including unsatisfactory soil, trash, and debris, and legally
dispose of them off Owner's property.
END OF SECTION
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SECTION 31 22 16.10 - FINE GRADING FOR ATHLETIC FIELD
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work in this Section includes furnishing all labor, materials, equipment, and services
required to construct, shape, ballfield topsoil (final 6 inches of fill) to the required lines,
fine grades, and cross sections as specified herein and on the Plans.
2. Infield Surfacing Material.
3. Contractor will enact erosion control measures as provided for in the Plans.
4. Contractor will replace topsoil that may be lost to erosion or construction processes.
B. Related Requirements:
1. Division 01 Specification Sections apply to Work of this Section.
1.2 TEST REPORTS
A. Owner will bear the cost of all testing requirements and will submit test reports from a
commercial testing laboratory as specified herein and in the Conditions of the Contract.
1.3 GENERAL IMPORTANCE
A. Properly placed and finished topsoil and infield material in the ballfield is essential to the
success of this Project. Much of the ballfield areas to be planted in turfgrass have minimal
surface gradients which must be properly finished to ensure positive surface drainage.
Contractor will be required to prove the competence and experience of his workers and
subcontractors with respect to their abilities to execute the fine grading required on this
Project.
PART 2 - PRODUCTS
2.1 TOPSOIL
A. Planting-Soil for Turf: Imported, naturally formed soil from off-site sources and consisting of
sandy loam soil according to USDA textures; and modified to produce viable planting soil.
1. Sources: Take imported, unamended soil from sources that are naturally well-drained
sites where topsoil occurs at least 4 inches deep, not from agricultural land, bogs, or
marshes; and that do not contain undesirable organisms; disease-causing plant
pathogens; or obnoxious weeds and invasive plants including, but not limited to,
quack grass, Johnsongrass, poison ivy, nutsedge, nimble will, Canada thistle, bindweed,
bent grass, wild garlic, ground ivy, perennial sorrel, and bromegrass.
2. Additional Properties of Imported Soil before Amending: Soil reaction of pH 6 to 7 and
minimum of 6 percent organic-matter content, friable, and with sufficient structure to
give good tilth and aeration.
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3. Unacceptable Properties: Clean soil of the following:
a. Unacceptable Materials: Concrete slurry, concrete layers or chunks, cement,
plaster, building debris, oils, gasoline, diesel fuel, paint thinner, turpentine,
tar, roofing compound, acid, and other extraneous materials that are harmful
to plant growth.
b. Unsuitable Materials: Stones, roots, plants, sod, clay lumps, and pockets of
coarse sand that exceed a combined maximum of 8 percent by dry weight of
the imported soil.
2.2 "BLUE TOP" STAKES
A. Wooden stakes shall be used to mark final fine grades. Stakes shall be capable of being driven
fully into the ground without splitting and without pulverization of their tops. Nominal
dimensions of stakes shall be not less than 2-inch x 2-inch x 8-inch long with all four sides
beveled into a sharpened bottom point at one end and with a flat top at the other end. After
being driven to the proper elevation, each stake top shall be securely fitted with a brightly
colored attachment of fibrous plastic strands suitable for promoting visual identification of the
driven stake.
2.3 INFIELD SURFACING MATERIAL
A. Infield surfacing shall be a mixture of the following materials:
1. Red clay mined from virgin clay pits or banks, screened to a maximum diameter of
1/4-inch.
2. "Masonry" sand with a particle size as graded within the following limits:
Size Percent Passing
No. 4 100%
No. 8 95% to 100%
No. 16 70% to 100%
No. 30 40% to 75%
No. 50 10% to 35%
No. 100 2% to 15%
No. 200 0%
3. Infield Conditioner: Turface Athletics – MVP, Red Dog – Red Diamond, or approved
equal.
4. "Stabilizer": A non-toxic organic soil binder additive.
5. All soil types must be free of foreign soil, debris, gravel, rock, organic matter, and other
objectionable foreign material.
6. Infield surfacing mixtures shall be 70 percent clay and 30 percent sand by volume.
B. Sample:
1. Provide a 1-gallon sample of the proposed premixed infield surfacing material
submitted for Owner's approval, prior to installation.
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2.4 COMPOST
A. Compost: Well-composted, stable, and weed-free organic matter produced by composting
feedstock, and bearing USCC's "Seal of Testing Assurance," and as follows:
1. Feedstock: Limited to leaves.
2. Reaction: pH of 5.5 to 8.
3. Soluble-Salt Concentration: Less than 4 dS/m.
4. Moisture Content: 35-55 percent by weight.
5. Organic Matter Content: 30 to 40 percent of dry weight.
6. Particle Size: Minimum of 98 percent passing through a 2-inch sieve.
2.5 SOIL AMENDMENTS
A. See Section 32 92 00 "Turf and Grasses."
PART 3 - EXECUTION
3.1 GENERAL
A. All subgrade preparation shall be accomplished prior to placing topsoil. Placement and fine
grading of the ballfield topsoil shall be performed as specified herein, and the completed Work
shall conform to the required lines, grades, and cross sections of the Plans. Where topsoil has
been lost to erosion or construction operations, it shall be replaced.
3.2 TOPSOIL PLACEMENT AND FINE GRADING
A. Topsoil placement will not begin until all underground installations are complete, in place,
tested to be working properly, and properly backfilled. Topsoil placement will not be
attempted until construction which involves heavy vehicles is complete. Such vehicles cause
rutting and over compaction.
B. Onsite topsoil shall first be placed at a depth of 6 inches and shall be graded to within
0.10-foot of finished grade.
C. Compost shall be spread evenly over the topsoil, then incorporated into the topsoil using a
pulvimixer, until they are pulverized creating a homogenous layer of topsoil ready for
planting. Apply compost as recommended by soil testing.
D. The ballfield area should then be tilled to a depth of 6 inches to incorporate the soil
amendments and fertilizer into the topsoil.
E. After tilling, athletic field topsoil shall be compacted to a minimum of 92 percent of Standard
Density ASTM D 698 at plus or minus 2 percent of optimum moisture and fine graded to
within 0.05-foot of finished grade.
F. Fine grading shall be executed over all athletic field playing areas by the use of laser guided
earthwork equipment.
G. If topsoil is lost to erosion or construction operations it shall be replaced. If not recoverable on
the site, topsoil shall be provided from an off-site source as "imported topsoil."
H. After fine grading is accomplished, it shall be Contractor's responsibility to protect all fine
graded areas from vehicular traffic or other disruptive activities. Damages to the fine graded
surfaces will be restored to a satisfactory condition as prescribed herein until the job is finished
and accepted.
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I. It is anticipated that some areas of topsoil may become overcompacted and resistant to proper
grading. Such areas will be loosened and pulverized with discing machinery and will then be
recompacted to normal density before fine grading. The use of a watering truck to moisten
dried and hardened areas may be necessary.
3.3 INFIELD SURFACING
A. Fine Grading: Remove top 1-inch of existing skinned infield and fine grade remaining infield
material within 1-inch of final grades indicated on Plans. The surface of the surfacing material
for the infield after fine grading shall be true to line, grade and cross section. When tested with
an 8-foot straight edge it shall have no deviation from the face of the straight edge in excess of
1/4-inch at any point. Any point of the surface not meeting these requirements shall be
corrected.
B. Moisten the fine-graded skinned infield.
C. New Infield Conditioner Placement: Infield conditioner shall be spread over the existing
infield material in a 1-inch layer and "Stabilizer" shall be applied at a rate of 1 pound per 30
square feet. Infield conditioner and "Stabilizer" shall be tilled into the infield surfacing to a
depth of 3 inches.
D. Watering: Water shall be applied over the entire area and allowed to penetrate to a depth of
4 inches or until water is visibly standing on the surfacing material. This is necessary to
activate the "Stabilizer." After surface water has disappeared the surfacing shall be compacted.
E. Compaction: Infield surfacing shall be compacted between 90 percent and 95 percent of
Standard AASHTO Density by rolling with a small 1-ton roller. The finished product shall be
8 inches of compacted surfacing, finely graded to the finished contours indicated on the Plans.
3.4 RECORD DRAWING
A. Upon completion of grading operations and prior to turfgrass planting, Contractor must verify
the accuracy of the ballfield grading by having a registered public surveyor shoot grades on a
50-foot grid over the entire ballfield. The grades will then be transferred to a reproducible
Drawing of the grading plan and delivered to Architect for approval. No grass planting can
begin until the Record Drawing is approved by Architect.
3.5 TESTING
A. Spot field tests of soil densities shall be required of Contractor by Owner's Representative at
Owner’s expense at the place and time of Owner's choosing. Any area not meeting density
control requirements shall be immediately excavated, reconstructed, and retested, at the
expense of Contractor, until satisfactory results are obtained. Up to a total of twenty-five initial
tests may be required.
END OF SECTION
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SECTION 32 13 13 - CONCRETE PAVING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes Concrete Paving Including the Following:
1.Curbs and gutters.
2.Walks.
B.Related Requirements:
1.Division 01 Specification Sections apply to Work of this Section.
2.Section 32 13 73 "Concrete Paving Joint Sealants" for joint sealants in expansion
and contraction joints within concrete paving and in joints between concrete paving
and asphalt paving or adjacent construction.
1.2 DEFINITIONS
A.Cementitious Materials: Portland cement alone or in combination with one or more of
blended hydraulic cement, fly ash, slag cement, and other pozzolans.
B.W/C Ratio: The ratio by weight of water to cementitious materials.
1.3 PREINSTALLATION MEETINGS
A.Preinstallation Conference: Conduct conference at Project site.
1.Review methods and procedures related to concrete paving, including but not
limited to, the following:
a.Concrete mixture design.
b.Quality control of concrete materials and concrete paving construction
practices.
2.Require representatives of each entity directly concerned with concrete paving to
attend, including the following:
a.Contractor's superintendent.
b.Ready-mix concrete manufacturer.
c.Concrete paving subcontractor.
1.4 ACTION SUBMITTALS
A.Product Data: For each type of product.
B.Design Mixtures: For each concrete paving mixture. Include alternate design mixtures
when characteristics of materials, Project conditions, weather, test results, or other
circumstances warrant adjustments.
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1.5 INFORMATIONAL SUBMITTALS
A.Qualification Data: For qualified ready-mix concrete manufacturer.
B.Material Certificates: For the following, from manufacturer:
1.Cementitious materials.
2.Steel reinforcement and reinforcement accessories.
3.Admixtures.
4.Bonding agent or epoxy adhesive.
5.Joint fillers.
C.Material Test Reports: For each of the following:
1.Aggregates:
1.6 PRECONSTRUCTION TESTING
A.Preconstruction Testing Service: Engage a qualified independent testing agency to perform
preconstruction testing on concrete paving mixtures.
1.7 FIELD CONDITIONS
A.Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other
construction activities.
B.Cold-Weather Concrete Placement: Protect concrete work from physical damage or
reduced strength that could be caused by frost, freezing, or low temperatures. Comply with
ACI 306.1 and the following:
1.When air temperature has fallen to or is expected to fall below 40 degrees F,
uniformly heat water and aggregates before mixing to obtain a concrete mixture
temperature of not less than 50 degrees F and not more than 80 degrees F at point of
placement.
2.Do not use frozen materials or materials containing ice or snow.
3.Do not use calcium chloride, salt, or other materials containing antifreeze agents or
chemical accelerators unless otherwise specified and approved in design mixtures.
C.Hot-Weather Concrete Placement: Comply with ACI 301 and as follows when hot-weather
conditions exist:
1.Cool ingredients before mixing to maintain concrete temperature below 90 degrees F
at time of placement. Chilled mixing water or chopped ice may be used to control
temperature, provided water equivalent of ice is calculated in total amount of mixing
water. Using liquid nitrogen to cool concrete is Contractor's option.
2.Cover steel reinforcement with water-soaked burlap, so steel temperature will not
exceed ambient air temperature immediately before embedding in concrete.
3.Fog-spray forms, steel reinforcement, and subgrade just before placing concrete.
Keep subgrade moisture uniform without standing water, soft spots, or dry areas.
PART 2 - PRODUCTS
2.1 CONCRETE, GENERAL
A.ACI Publications: Comply with ACI 301 unless otherwise indicated.
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2.2 FORMS
A.Form Materials: Plywood, metal, metal-framed plywood, or other approved panel-type
materials to provide full-depth, continuous, straight, and smooth exposed surfaces.
1.Use flexible or uniformly curved forms for curves with a radius of 100 feet or less.
Do not use notched and bent forms.
B.Form-Release Agent: Commercially formulated form-release agent that will not bond with,
stain, or adversely affect concrete surfaces and that will not impair subsequent treatments
of concrete surfaces.
2.3 STEEL REINFORCEMENT
A.Reinforcing Bars: ASTM A 615, Grade 60; deformed.
B.Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and
fastening reinforcing bars, welded-wire reinforcement, and dowels in place. Manufacture
bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or
precast concrete of greater compressive strength than concrete specified, and as follows:
1.Equip wire bar supports with sand plates or horizontal runners where base material
will not support chair legs.
2.For epoxy-coated reinforcement, use epoxy-coated or other
dielectric-polymer-coated wire bar supports.
2.4 CONCRETE MATERIALS
A.Cementitious Materials: Use the following cementitious materials, of same type, brand,
and source throughout Project:
1.Portland Cement: ASTM C 150, gray portland cement Type I/II.
B.Normal-Weight Aggregates: ASTM C 33, Class 4M, uniformly graded. Provide aggregates
from a single source with documented service-record data of at least 10 years' satisfactory
service in similar paving applications and service conditions using similar aggregates and
cementitious materials.
1.Maximum Coarse-Aggregate Size: 1-1/2 inches nominal.
2.Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C.Air-Entraining Admixture: ASTM C 260.
D.Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other
admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of
cementitious material.
1.Water-Reducing Admixture: ASTM C 494, Type A.
2.Retarding Admixture: ASTM C 494, Type B.
3.Water-Reducing and Retarding Admixture: ASTM C 494, Type D.
4.High-Range, Water-Reducing Admixture: ASTM C 494, Type F.
5.High-Range, Water-Reducing and Retarding Admixture: ASTM C 494, Type G.
6.Plasticizing and Retarding Admixture: ASTM C 1017, Type II.
E.Water: Potable and complying with ASTM C 94.
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2.5 CURING MATERIALS
A.Absorptive Cover: AASHTO M 182, Class 3, burlap cloth made from jute or kenaf,
weighing approximately 9 oz./sq. yd. dry or cotton mats.
B.Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene
sheet.
C.Water: Potable.
D.Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for
application to fresh concrete.
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.BASF Corporation-Construction Systems; MasterKure ER 50 (Pre-2014:
Confilm.
b.Sika Corporation; SikaFilm.
c.W.R. Meadows, Inc; EVAPRE.
E.Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class
B, dissipating.
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.ChemMasters, Inc; Safe-Cure Clear DR.
b.Dayton Superior; Clear Resin Cure J11W.
c.W.R. Meadows, Inc; 1100-CLEAR SERIES.
F.White, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 2, Class
B, dissipating.
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.ChemMasters, Inc; Safe-Cure 2000.
b.Dayton Superior; White Resin Cure J10W.
c.W.R. Meadows, Inc; 1100-WHITE SERIES.
2.6 RELATED MATERIALS
A.Joint Fillers: ASTM D 1751, asphalt-saturated cellulosic fiber in preformed strips.
B.Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene
butadiene.
C.Epoxy-Bonding Adhesive: ASTM C 881, 2-component epoxy resin capable of humid
curing and bonding to damp surfaces; of class suitable for application temperature, of
grade complying with requirements, and of the following types:
1.Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to
hardened concrete.
2.7 CONCRETE MIXTURES
A.Prepare design mixtures, proportioned according to ACI 301, for each type and strength of
normal-weight concrete, and as determined by either laboratory trial mixtures or field
experience.
1.Use a qualified independent testing agency for preparing and reporting proposed
concrete design mixtures for the trial batch method.
2.When automatic machine placement is used, determine design mixtures and obtain
laboratory test results that comply with or exceed requirements.
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B.Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight
concrete at point of placement having an air content as follows:
1.Air Content: 4-1/2 percent plus or minus 1-1/2 percent for 1-1/2-inch nominal
maximum aggregate size.
2.Air Content: 4-1/2 percent plus or minus 1-1/2 percent for 1-inch nominal maximum
aggregate size.
3.Air Content: 5 percent plus or minus 1-1/2 percent for 3/4-inch nominal maximum
aggregate size.
C.Limit water-soluble, chloride-ion content in hardened concrete to 0.30 percent by weight of
cement.
D.Chemical Admixtures: Use admixtures according to manufacturer's written instructions.
E.Concrete Mixtures: Normal-weight concrete.
1.Compressive Strength (28 Days): 4,000 psi .
2.Maximum W/C Ratio at Point of Placement: 0.45.
3.Slump Limit: 5 inches, plus or minus 1 inch.
2.8 CONCRETE MIXING
A.Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete
according to ASTM C 94. Furnish batch certificates for each batch discharged and used in
the Work.
1.When air temperature is between 85 and 90 degrees F, reduce mixing and delivery
time from 1-1/2 hours to 75 minutes; when air temperature is above 90 degrees F,
reduce mixing and delivery time to 60 minutes.
PART 3 - EXECUTION
3.1 EXAMINATION
A.Examine exposed subgrades and subbase surfaces for compliance with requirements for
dimensional, grading, and elevation tolerances.
B.Compact subbase surface below concrete paving to identify soft pockets and areas of
excess yielding.
1.Correct subbase with soft spots and areas of pumping or rutting exceeding depth of
1/2-inch according to requirements in Section 31 20 00 "Earth Moving."
C.Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A.Remove loose material from compacted subbase surface immediately before placing
concrete.
3.3 EDGE FORMS AND SCREED CONSTRUCTION
A.Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required
lines, grades, and elevations. Install forms to allow continuous progress of work and so
forms can remain in place at least 24 hours after concrete placement.
B.Clean forms after each use and coat with form-release agent to ensure separation from
concrete without damage.
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3.4 STEEL REINFORCEMENT INSTALLATION
A.General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and
supporting reinforcement.
B.Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing
materials.
C.Arrange, space, and securely tie bars and bar supports to hold reinforcement in position
during concrete placement. Maintain minimum cover to reinforcement.
3.5 JOINTS
A.General: Form construction, isolation, and contraction joints and tool edges true to line,
with faces perpendicular to surface plane of concrete. Construct transverse joints at right
angles to centerline unless otherwise indicated.
1.When joining existing paving, place transverse joints to align with previously placed
joints unless otherwise indicated.
B.Construction Joints: Set construction joints at side and end terminations of paving and at
locations where paving operations are stopped for more than one-half hour unless paving
terminates at isolation joints.
1.Continue steel reinforcement across construction joints unless otherwise indicated.
Do not continue reinforcement through sides of paving strips unless otherwise
indicated.
2.Butt Joints: Use epoxy-bonding adhesive at joint locations where fresh concrete is
placed against hardened or partially hardened concrete surfaces.
C.Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete
curbs, catch basins, manholes, inlets, structures, other fixed objects, and where indicated.
1.Locate expansion joints at intervals of 50 feet unless otherwise indicated.
2.Extend joint fillers full width and depth of joint.
3.Terminate joint filler not less than 1/2 inch or more than 1 inch below finished
surface if joint sealant is indicated.
4.Place top of joint filler flush with finished concrete surface if joint sealant is not
indicated.
5.Furnish joint fillers in one-piece lengths. Where more than one length is required,
lace or clip joint-filler sections together.
6.During concrete placement, protect top edge of joint filler with metal, plastic, or
other temporary preformed cap. Remove protective cap after concrete has been
placed on both sides of joint.
D.Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas
as indicated. Construct contraction joints for a depth equal to at least one-fourth of the
concrete thickness, as follows, to match jointing of existing adjacent concrete paving:
1.Grooved Joints: Form contraction joints after initial floating by grooving and
finishing each edge of joint with grooving tool to a 3/8-inch radius. Repeat grooving
of contraction joints after applying surface finishes. Eliminate grooving-tool marks
on concrete surfaces.
E.Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete
with an edging tool to a 3/8-inch radius. Repeat tooling of edges after applying surface
finishes. Eliminate edging-tool marks on concrete surfaces.
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3.6 CONCRETE PLACEMENT
A.Before placing concrete, inspect and complete formwork installation, steel reinforcement,
and items to be embedded or cast-in.
B.Remove snow, ice, or frost from subbase surface and steel reinforcement before placing
concrete. Do not place concrete on frozen surfaces.
C.Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do
not place concrete around manholes or other structures until they are at required finish
elevation and alignment.
D.Comply with ACI 301 requirements for measuring, mixing, transporting, and placing
concrete.
E.Do not add water to concrete during delivery or at Project site. Do not add water to fresh
concrete after testing.
F.Deposit and spread concrete in a continuous operation between transverse joints. Do not
push or drag concrete into place or use vibrators to move concrete into place.
G.Consolidate concrete according to ACI 301 by mechanical vibrating equipment
supplemented by hand spading, rodding, or tamping.
1.Consolidate concrete along face of forms and adjacent to transverse joints with an
internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side
forms. Use only square-faced shovels for hand spreading and consolidation.
Consolidate with care to prevent dislocating reinforcement joint devices.
H.Screed paving surface with a straightedge and strike off.
I.Commence initial floating using bull floats or darbies to impart an open-textured and
uniform surface plane before excess moisture or bleedwater appears on the surface. Do not
further disturb concrete surfaces before beginning finishing operations or spreading surface
treatments.
3.7 FLOAT FINISHING
A.General: Do not add water to concrete surfaces during finishing operations.
B.Float Finish: Begin the second floating operation when bleedwater sheen has disappeared
and concrete surface has stiffened sufficiently to permit operations. Float surface with
power-driven floats or by hand floating if area is small or inaccessible to power units.
Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface
immediately to uniform granular texture.
1.Medium-to-Fine-Textured Broom Finish: Draw a soft-bristle broom across
float-finished concrete surface, perpendicular to line of traffic, to provide a uniform,
fine-line texture.
3.8 CONCRETE PROTECTION AND CURING
A.General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures.
B.Comply with ACI 306.1 for cold-weather protection.
C.Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy
conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing
operations. Apply according to manufacturer's written instructions after placing, screeding,
and bull floating or darbying concrete but before float finishing.
D.Begin curing after finishing concrete but not before free water has disappeared from
concrete surface.
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E.Curing Methods: Cure concrete by moisture-retaining-cover curing as follows:
1.Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining
cover, placed in widest practicable width, with sides and ends lapped at least 12
inches, and sealed by waterproof tape or adhesive. Immediately repair any holes or
tears occurring during installation or curing period, using cover material and
waterproof tape.
3.9 PAVING TOLERANCES
A.Comply with tolerances in ACI 117 and as follows:
1.Elevation: 1/4-inch.
2.Thickness: Plus 3/8-inch, minus 1/4-inch.
3.Surface: Gap below 10-feet- long; unleveled straightedge not to exceed 1/2-inch.
4.Joint Spacing: 3 inches.
5.Contraction Joint Depth: Plus 1/4-inch, no minus.
6.Joint Width: Plus 1/8-inch, no minus.
3.10 FIELD QUALITY CONTROL
A.Testing Services: Testing and inspecting of composite samples of fresh concrete obtained
according to ASTM C 172 shall be performed according to the following requirements:
1.Testing Frequency: Obtain at least one composite sample for each 5,000 sq. ft. or
fraction thereof of each concrete mixture placed each day.
a.When frequency of testing will provide fewer than five compressive-strength
tests for each concrete mixture, testing shall be conducted from at least five
randomly selected batches or from each batch if fewer than five are used.
2.Slump: ASTM C 143; 1 test at point of placement for each composite sample, but
not less than 1 test for each day's pour of each concrete mixture. Perform additional
tests when concrete consistency appears to change.
3.Air Content: ASTM C 231, pressure method; 1 test for each composite sample, but
not less than 1 test for each day's pour of each concrete mixture.
4.Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40
degrees F and below and when it is 80 degrees F and above, and 1 test for each
composite sample.
5.Compression Test Specimens: ASTM C 31; cast and laboratory cure 1 set of 3
standard cylinder specimens for each composite sample.
6.Compressive-Strength Tests: ASTM C 39; test 1 specimen at 7 days and 2
specimens at 28 days.
a.A compressive-strength test shall be the average compressive strength from 2
specimens obtained from same composite sample and tested at 28 days.
B.Strength of each concrete mixture will be satisfactory if average of any 3 consecutive
compressive-strength tests equals or exceeds specified compressive strength and no
compressive-strength test value falls below specified compressive strength by more than
500 psi.
C.Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor
within 48 hours of testing. Reports of compressive-strength tests shall contain Project
identification name and number, date of concrete placement, name of concrete testing and
inspecting agency, location of concrete batch in Work, design compressive strength at 28
days, concrete mixture proportions and materials, compressive breaking strength, and type
of break for both 7- and 28-day tests.
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D.Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may
be permitted by Architect but will not be used as sole basis for approval or rejection of
concrete.
E.Additional Tests: Testing and inspecting agency shall make additional tests of concrete
when test results indicate that slump, air entrainment, compressive strengths, or other
requirements have not been met, as directed by Architect.
F.Concrete paving will be considered defective if it does not pass tests and inspections.
G.Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
H.Prepare test and inspection reports.
3.11 REPAIR AND PROTECTION
A.Remove and replace concrete paving that is broken, damaged, or defective or that does not
comply with requirements in this Section. Remove work in complete sections from joint to
joint unless otherwise approved by Architect.
B.Drill test cores, where directed by Architect, when necessary to determine magnitude of
cracks or defective areas. Fill drilled core holes in satisfactory paving areas with portland
cement concrete bonded to paving with epoxy adhesive.
C.Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after
placement. When construction traffic is permitted, maintain paving as clean as possible by
removing surface stains and spillage of materials as they occur.
D.Maintain concrete paving free of stains, discoloration, dirt, and other foreign material.
Sweep paving not more than two days before date scheduled for Substantial Completion
inspections.
END OF SECTION
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SECTION 32 13 73 - CONCRETE PAVING JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Cold-applied joint sealants.
2.Primers.
B.Related Requirements:
1.Division 01 Specification Sections apply to Work of this Section.
1.2 ACTION SUBMITTALS
A.Product Data: For each type of product.
B.Samples: For each kind and color of joint sealant required.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A.Compatibility: Provide joint sealants, backing materials, and other related materials that are
compatible with one another and with joint substrates under conditions of service and
application, as demonstrated by joint-sealant manufacturer, based on testing and field
experience.
2.2 COLD-APPLIED JOINT SEALANTS
A.Single Component, Pourable, Urethane, Elastomeric Joint Sealant: ASTM C 920, Type S,
Grade P, Class 25, for Use T (Concrete to Concrete - Horizontal Joint).
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.MasterSeal SL 1.
b.Pecora NR-201
B.Multicomponent, Pourable, Urethane, Elastomeric Joint Sealant: ASTM C 920, Type M,
Grade P, Class 25, for Use T (Concrete to Concrete - Vertical Joint).
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.Pecora Corporation; Dynatrol II-SG.
2.3 PRIMERS
A.Primers: Product recommended by joint-sealant manufacturer where required for adhesion
of sealant to joint substrates indicated.
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PART 3 - EXECUTION
3.1 INSTALLATION OF JOINT SEALANTS
A.Comply with joint-sealant manufacturer's written installation instructions for products and
applications indicated unless more stringent requirements apply.
B.Cleaning of Joints: Clean out joints immediately to comply with joint-sealant
manufacturer's written instructions.
C.Joint Priming: Prime joint substrates where indicated or where recommended in writing by
joint-sealant manufacturer.
D.Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for
use of joint sealants as applicable to materials, applications, and conditions.
E.Install joint-sealant backings to support joint sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint
widths that allow optimum sealant movement capability.
1.Do not leave gaps between ends of joint-sealant backings.
2.Do not stretch, twist, puncture, or tear joint-sealant backings.
3.Remove absorbent joint-sealant backings that have become wet before sealant
application and replace them with dry materials.
F.Install joint sealants immediately following backing installation, using proven techniques
that comply with the following:
1.Place joint sealants so they fully contact joint substrates.
2.Completely fill recesses in each joint configuration.
3.Produce uniform, cross-sectional shapes and depths relative to joint widths that
allow optimum sealant movement capability.
G.Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before
skinning or curing begins, tool sealants according to the following requirements to form
smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure
contact and adhesion of sealant with sides of joint:
1.Remove excess joint sealant from surfaces adjacent to joints.
2.Use tooling agents that are approved in writing by joint-sealant manufacturer and
that do not discolor sealants or adjacent surfaces.
H.Provide joint configuration to comply with joint-sealant manufacturer's written instructions
unless otherwise indicated.
I.Clean off excess joint sealant as the Work progresses, by methods and with cleaning
materials approved in writing by joint-sealant manufacturers.
END OF SECTION
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SECTION 32 17 23.95 - PAVEMENT MARKINGS AND SIGNS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: pavement markings and signs.
B. Related Requirements:
1. Division 01 Specification Sections apply to Work of this Section.
1.2 SUBMITTALS
A. Submit complete manufacturer's product data sheets for marking paint.
PART 2 - PRODUCTS
2.1 MATERIAL
A. Marking Paint: Traffic marking paint F.S. TT-P-115c, Type 11, or THD Specifications
WPT-8b white or blue as called for.
B. Pavement Markings: Pavement marking for striping shall conform to Type I – not applied
thermoplastic (DMS-8220) per Item 666 – Reflectorized Pavement Markings, TXDOT
Standard Specifications for Construction and Maintenance of Highways, Streets and
Bridges, 2014.
C. Signs: Shall be as specified on the plans and noted below.
1. ADA 'fine' sign as detailed on drawings. Mount sign on existing sign posts.
EQUIPMENT
D. Equipment shall be pressurized, self-contained paint machine capable of applying a straight
line from 2 inches to 6 inches wide, with consistent coverage of a minimum of 200 square
feet per gallon.
E. Provide equipment per Item 666.3, TXDOT Standard Specifications for Construction and
Maintenance of Highways, Streets and Bridges, 2014.
PART 3 - EXECUTION
3.1 PREPARATION
A. Surface preparation for thermoplastic pavement markings shall be in accordance with Item
678, TXDOT Standard Specifications for Construction and Maintenance of Highways,
Streets and Bridges, 2014.
B. Provide a qualified technician to supervise equipment and application of markings. Lay out
markings using guide lines, template, and forms.
C. Thoroughly clean surfaces free of dirt, sand, gravel, oil and other foreign matter prior to
application of paint.
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3.2 APPLICATION OF PAINT
A. No striping shall be done until the new pavement has been approved by Architect. All paint
shall be applied in accordance with the recommendations of the paint manufacturer.
B. Surfaces shall be dry. Application shall not be made when weather is foggy or rainy, or
ambient or pavement temperatures are below 40 degrees F, nor when such conditions are
anticipated during eight hours after application.
C. Apply marking paint at a rate of one gallon per 200 square feet using a power sprayer. Apply
markings straight and even in accordance with approved layout. Stripes shall be 4-inches
wide, except where noted otherwise.
D. Application of thermoplastic pavement markings shall be in accordance with Item 666.4.C.1,
TXDOT Standard Specifications for Construction and Maintenance of Highways, Streets
and Bridges, 2014.
3.3 CLEANING
A. Remove any overspray from surfaces other than those requiring marking paint.
3.4 SIGNS
A. Signs shall be installed as located on the Plans and per manufacturer's directions.
END OF SECTION
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SECTION 32 31 13 - CHAIN LINK FENCES AND GATES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Chain-link fences.
B.Related Requirements:
1.Division 01 Specification Sections apply to Work of this Section.
1.2 PREINSTALLATION MEETINGS
A.Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A.Product Data: For each type of product.
1.Include construction details, material descriptions, dimensions of individual
components and profiles, and finishes for the following:
a.Fence and gate posts, rails, and fittings.
b.Chain-link fabric, reinforcements, and attachments.
B.Shop Drawings: For each type of fence and gate assembly.
1.Include plans, elevations, sections, details, and attachments to other work.
C.Samples for Initial Selection: For each type of factory-applied finish.
1.4 INFORMATIONAL SUBMITTALS
A.Product Certificates: For each type of chain-link fence.
B.Product Test Reports: For framework strength according to ASTM F 1043, for tests
performed by manufacturer and witnessed by a qualified testing agency.
C.Sample Warranty: For special warranty.
1.5 FIELD CONDITIONS
A.Field Measurements: Verify layout information for chain-link fences and gates shown on
Drawings in relation to property survey and existing structures. Verify dimensions by field
measurements.
1.6 WARRANTY
A.Special Warranty: Installer agrees to repair or replace components of chain-link fences and
gates that fail in materials or workmanship within specified warranty period.
1.Failures include, but are not limited to, the following:
a.Failure to comply with performance requirements.
b.Deterioration of metals, metal finishes, and other materials beyond normal
weathering.
2.Warranty Period: Five years from date of Substantial Completion.
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PART 2 - PRODUCTS
2.1 CHAIN-LINK FENCE FABRIC
A.General: Provide fabric in one-piece heights measured between top and bottom of outer
edge of selvage knuckle or twist according to "CLFMI Product Manual" and requirements
indicated below:
1.Fabric Height: 72 inches.
2.Steel Wire for Fabric: Wire diameter of 0.148-inch.
a.Mesh Size: 2 inches.
b.Zinc-Coated Fabric: ASTM A 392, Type II, Class 2, 2.0 oz./sq. ft. with zinc
coating applied after weaving.
3.Selvage: Knuckled at both selvages.
2.2 FENCE FRAMEWORK
A.Posts and Rails: ASTM F 1043 for framework, including rails, braces, and line; terminal;
and corner posts. Provide members with minimum dimensions and wall thickness
according to ASTM F 1043 based on the following:
1.Fence Height: 72 inches.
2.Heavy-Industrial-Strength Material: Group IA, round steel pipe, Schedule 40.
a.Line Post: 4.0 inches in diameter.
b.End, Corner, and Pull Posts: 4.0 inches in diameter.
3.Horizontal Framework Members: top and bottom rails according to ASTM F 1043.
a.Top Rail: 1.66 inches in diameter.
4.Brace Rails: ASTM F 1043.
5.Metallic Coating for Steel Framework:
a.Type A: Not less than minimum 2.0-oz./sq. ft. average zinc coating according
to ASTM A 123 or 4.0-oz./sq. ft. zinc coating according to ASTM A 653.
2.3 FITTINGS
A.Provide fittings according to ASTM F 626.
B.Post Caps: Provide for each post.
1.Provide line post caps with loop to receive tension wire or top rail.
C.Rail and Brace Ends: For each gate, corner, pull, and end post.
D.Rail Fittings: Provide the following:
1.Top Rail Sleeves: Pressed-steel or round-steel tubing not less than 6 inches long.
2.Rail Clamps: Line and corner boulevard clamps for connecting top and bottom rails
to posts.
E.Tension Bars: Steel, length not less than 2 inches shorter than full height of chain-link
fabric. Provide 1 bar for each gate and end post, and 2 for each corner and pull post, unless
fabric is integrally woven into post.
F.Tie Wires, Clips, and Fasteners: According to ASTM F 626.
1.Standard Round Wire Ties: For attaching chain-link fabric to posts, rails, and
frames, according to the following:
a.Hot-Dip Galvanized Steel: 0.148-inch diameter wire; galvanized coating
thickness matching coating thickness of chain-link fence fabric.
G.Finish:
1.Metallic Coating for Pressed Steel or Cast Iron: Not less than 1.2 oz./sq. ft. of zinc.
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PART 3 - EXECUTION
3.1 EXAMINATION
A.Examine areas and conditions, with Installer present, for compliance with requirements for
site clearing, earthwork, pavement work, and other conditions affecting performance of the
Work.
1.Do not begin installation before final grading is completed unless otherwise
permitted by Architect.
B.Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A.Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 500
feet or line of sight between stakes. Indicate locations of utilities, lawn sprinkler system,
underground structures, benchmarks, and property monuments.
3.3 CHAIN-LINK FENCE INSTALLATION
A.Install chain-link fencing according to ASTM F 567 and more stringent requirements
specified.
1.Install fencing on established boundary lines inside property line.
B.Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings
indicated, in firm, undisturbed soil.
C.Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil.
1.Verify that posts are set plumb, aligned, and at correct height and spacing, and hold
in position during setting with concrete or mechanical devices.
2.Concrete Fill: Place concrete around posts to dimensions indicated and vibrate or
tamp for consolidation. Protect aboveground portion of posts from concrete splatter.
a.Exposed Concrete: Extend 2 inches above grade; shape and smooth to shed
water.
D.Terminal Posts: Install terminal end, corner, and gate posts according to ASTM F 567 and
terminal pull posts at changes in horizontal or vertical alignment of 15 degrees or more.
For runs exceeding 500 feet, space pull posts an equal distance between corner or end
posts.
E.Line Posts: Space line posts uniformly at 96 inches o.c.
F.Post Bracing and Intermediate Rails: Install according to ASTM F 567, maintaining plumb
position and alignment of fence posts. Diagonally brace terminal posts to adjacent line
posts with truss rods and turnbuckles. Install braces at end and gate posts and at both sides
of corner and pull posts.
1.Locate horizontal braces at midheight of fabric 72 inches or higher, on fences with
top rail, and at two-third fabric height on fences without top rail. Install so posts are
plumb when diagonal rod is under proper tension.
G.Top Rail: Install according to ASTM F 567, maintaining plumb position and alignment of
fence posts. Run rail continuously through line post caps, bending to radius for curved runs
and terminating into rail end attached to posts or post caps fabricated to receive rail at
terminal posts. Provide expansion couplings as recommended in writing by fencing
manufacturer.
H.Bottom Rails: Secure to posts with fittings.
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I.Chain-Link Fabric: Apply fabric to outside of enclosing framework. Leave 1-inch bottom
clearance between finish grade or surface and bottom selvage unless otherwise indicated.
Pull fabric taut and tie to posts, rails, and tension wires. Anchor to framework so fabric
remains under tension after pulling force is released.
J.Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate
posts, with tension bands spaced not more than 15 inches o.c.
K.Tie Wires: Use wire of proper length to firmly secure fabric to line posts and rails. Attach
wire at one end to chain-link fabric, wrap wire around post a minimum of 180 degrees, and
attach other end to chain-link fabric according to ASTM F 626. Bend ends of wire to
minimize hazard to individuals and clothing.
1.Maximum Spacing: Tie fabric to line posts at 12 inches o.c. and to braces at 24
inches o.c.
L.Fasteners: Install nuts for tension bands and carriage bolts on the side of fence opposite the
fabric side. Peen ends of bolts or score threads to prevent removal of nuts.
END OF SECTION
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03815622 SITE FURNISHINGS 32 33 00 - 1
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SECTION 32 33 00 - SITE FURNISHINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The Work to be performed under this Section of the Specification consists of
furnishing and installing various miscellaneous park equipment.
B. Related Requirements:
1. Division 01 Specification Sections apply to Work of this Section.
1.2 SUBMITTALS
A. Submit Shop Drawings for each product. Indicate details of fabrication, color anchorage,
and related construction. Indicate accessories and finishes.
PART 2 - PRODUCTS
2.1 FOUL POLES
A. Beacon Athletics standard foul pole, 15-foot height.
1. Color: Optic yellow; 800.747.5985.
2.2 EQUIPMENT
A. Pitching Rubber: Beacon Athletics – Bulldog 3-inch Pitching Rubber, Youth. Install per
manufacturer's specifications.
B. Home Plate: Beacon Athletics: Home Plate with Anchor and Stanchion. Install per
manufacturers specifications.
C. Bases: Beacon Athletics. Pro-Style Base Set. Install per manufacturer's specifications.
D. Fence Top Protection: All 6-ft. height outfield fencing (excluding backstop) to have
Beacon Athletic PlastiCap Fence Topper. Color: Yellow. Installed per manufacturers
Specifications.
2.3 SCOREBOARDS
A. Provide 3 Daktronics Model #BA-2518, 9-ft. L by 4-ft. H scoreboard. Provide
3 Daktronics compatible hardwired control units. Colors to be specified by Architect.
Mounting hardware and post colors shall be selected by Owner/Architect. Contact
Daktronics: 800.325.8766.
B. Scoreboards: Contractor shall install scoreboards on concrete foundations and posts as
recommended by the manufacturer. Posts shall be primed and painted, color selection by
Owner/Architect. Contractor shall provide a foundation design by a professional Engineer
who is licensed in the State of Texas. Contractor shall provide the concrete foundation, all
grounding as required by manufacturer, and per the electric code and supply conduit and
wiring for power and controls.
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03815622 SITE FURNISHINGS 32 33 00 - 2
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PART 3 - EXECUTION
3.1 INSTALLATION
A. All items shall be supplied and installed by Contractor as shown on the Plans and as
recommended by the manufacturer.
END OF SECTION
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SECTION 32 92 00 - TURF AND GRASSES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Sodding.
2.Turf renovation.
B.Related Requirements:
1.Division 01 Specification Sections apply to Work of this Section.
1.2 DEFINITIONS
A.Finish Grade: Elevation of finished surface of planting soil.
B.Pesticide: A substance or mixture intended for preventing, destroying, repelling, or
mitigating a pest. Pesticides include insecticides, miticides, herbicides, fungicides,
rodenticides, and molluscicides. They also include substances or mixtures intended for use
as a plant regulator, defoliant, or desiccant.
C.Pests: Living organisms that occur where they are not desired or that cause damage to
plants, animals, or people. Pests include insects, mites, grubs, mollusks (snails and slugs),
rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses.
D.Planting Soil: Imported soil; or manufactured soil that has been modified with soil
amendments and perhaps fertilizers to produce a soil mixture best for plant growth. See
Section 31 22 16.10 "Fine Grading for Athletic Field" for planting soils.
E.Subgrade: The surface or elevation of subsoil remaining after excavation is complete, or
the top surface of a fill or backfill before planting soil is placed.
1.3 INFORMATIONAL SUBMITTALS
A.Qualification Data: For landscape Installer.
B.Certification of Grass Seed: From seed vendor for each grass-seed monostand or mixture,
stating the botanical and common name, percentage by weight of each species and variety,
and percentage of purity, germination, and weed seed. Include the year of production and
date of packaging.
1.Certification of each seed mixture for turfgrass sod. Include identification of source
and name and telephone number of supplier.
C.Product Certificates: For fertilizers, from manufacturer.
D.Pesticides and Herbicides: Product label and manufacturer's application instructions
specific to Project.
1.4 QUALITY ASSURANCE
A.Installer Qualifications: A qualified landscape installer whose work has resulted in
successful turf establishment.
1.Experience: Three years' experience in turf installation in addition to requirements in
Section 01 40 00 "Quality Requirements."
2.Installer's Field Supervision: Require Installer to maintain an experienced full-time
supervisor on Project site when work is in progress.
3.Pesticide Applicator: State licensed, commercial.
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1.5 DELIVERY, STORAGE, AND HANDLING
A.Seed and Other Packaged Materials: Deliver packaged materials in original, unopened
containers showing weight, certified analysis, name and address of manufacturer, and
indication of compliance with state and Federal laws, as applicable.
B.Sod: Harvest, deliver, store, and handle sod according to requirements in "Specifications
for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and
Installation" sections in TPI's "Guideline Specifications to Turfgrass Sodding." Deliver sod
within 24 hours of harvesting and in time for planting promptly. Protect sod from breakage
and drying.
C.Bulk Materials:
1.Do not dump or store bulk materials near structures, utilities, walkways and
pavements, or on existing turf areas or plants.
2.Provide erosion-control measures to prevent erosion or displacement of bulk
materials; discharge of soil-bearing water runoff; and airborne dust reaching
adjacent properties, water conveyance systems, or walkways.
3.Accompany each delivery of bulk materials with appropriate certificates.
1.6 FIELD CONDITIONS
A.Weather Limitations: Proceed with planting only when existing and forecasted weather
conditions permit planting to be performed when beneficial and optimum results may be
obtained. Apply products during favorable weather conditions according to manufacturer's
written instructions.
PART 2 - PRODUCTS
2.1 TURFGRASS SOD
A.Turfgrass Sod: Number 1 Quality/Premium, including limitations on thatch, weeds,
diseases, nematodes, and insects, complying with "Specifications for Turfgrass Sod
Materials" in TPI's "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of
uniform density, color, and texture that is strongly rooted and capable of vigorous growth
and development when planted.
B.Turfgrass Species: Bermudagrass 'Tifway' 419 (Cynodon dactylon 'Tifway' 419).
2.2 FERTILIZERS
A.Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character,
consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic
sources of urea formaldehyde, phosphorous, and potassium in the following composition:
1.Composition: 1 lb/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2
percent potassium, by weight.
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PART 3 - EXECUTION
3.1 EXAMINATION
A.Examine areas to be planted for compliance with requirements and other conditions
affecting installation and performance of the Work.
1.Verify that no foreign or deleterious material or liquid such as paint, paint washout,
concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel,
paint thinner, turpentine, tar, roofing compound, or acid has been deposited in soil
within a planting area.
2.Suspend planting operations during periods of excessive soil moisture until the
moisture content reaches acceptable levels to attain the required results.
3.Uniformly moisten excessively dry soil that is not workable or which is dusty.
B.Proceed with installation only after unsatisfactory conditions have been corrected.
C.If contamination by foreign or deleterious material or liquid is present in soil within a
planting area, remove the soil and contamination as directed by Architect and replace with
new planting soil.
3.2 PREPARATION
A.Protect structures; utilities; sidewalks; pavements; and other facilities, trees, shrubs, and
plantings from damage caused by planting operations.
1.Protect adjacent and adjoining areas from hydroseeding and hydromulching
overspray.
2.Protect grade stakes set by others until directed to remove them.
B.Install erosion-control measures to prevent erosion or displacement of soils and discharge
of soil-bearing water runoff or airborne dust to adjacent properties and walkways.
3.3 TURF AREA PREPARATION
A.General: Prepare planting area for soil placement and mix planting soil according to
Section 31 22 16.10 "Fine Grading for Athletic Field."
B.Placing Planting Soil: Place and mix planting soil in place over exposed subgrade.
1.Reduce elevation of planting soil to allow for soil thickness of sod.
C.Moisten prepared area before planting if soil is dry. Water thoroughly and allow surface to
dry before planting. Do not create muddy soil.
D.Before planting, obtain Architect's acceptance of finish grading; restore planting areas if
eroded or otherwise disturbed after finish grading.
3.4 SODDING
A.Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or
muddy.
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B.Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not
stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid
damage to soil or sod during installation. Tamp and roll lightly to ensure contact with soil,
eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor
cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass.
1.Lay sod across slopes exceeding 1:3.
2.Anchor sod on slopes exceeding 1:6 with wood pegs or steel staples spaced as
recommended by sod manufacturer but not less than two anchors per sod strip to
prevent slippage.
C.Saturate sod with fine water spray within two hours of planting. During first week after
planting, water daily or more frequently as necessary to maintain moist soil to a minimum
depth of 1-1/2 inches below sod.
3.5 TURF RENOVATION
A.Renovate existing turf where indicated.
B.Renovate turf damaged by Contractor's operations, such as storage of materials or
equipment and movement of vehicles.
1.Reestablish turf where settlement or washouts occur or where minor regrading is
required.
2.Install new planting soil as required.
C.Remove sod and vegetation from diseased or unsatisfactory turf areas; do not bury in soil.
D.Remove topsoil containing foreign materials, such as oil drippings, fuel spills, stones,
gravel, and other construction materials resulting from Contractor's operations, and replace
with new planting soil.
E.Mow, dethatch, core aerate, and rake existing turf.
F.Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as
required. Do not use pre-emergence herbicides.
G.Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and
turf, and legally dispose of them off Owner's property.
H.Till stripped, bare, and compacted areas thoroughly to a soil depth of 6 inches.
I.Apply soil amendments and initial fertilizer required for establishing new turf and mix
thoroughly into top 4 inches of existing soil. Install new planting soil to fill low spots and
meet finish grades.
1.Initial Fertilizer: Commercial fertilizer applied according to manufacturer's
recommendations.
J.Apply sod as required for new turf.
K.Water newly planted areas and keep moist until new turf is established.
3.6 TURF MAINTENANCE
A.General: Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming,
replanting, and performing other operations as required to establish healthy, viable turf.
Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth
turf. Provide materials and installation the same as those used in the original installation.
1.Fill in as necessary soil subsidence that may occur because of settling or other
processes. Replace materials and turf damaged or lost in areas of subsidence.
2.In areas where mulch has been disturbed by wind or maintenance operations, add
new mulch and anchor as required to prevent displacement.
3.Apply treatments as required to keep turf and soil free of pests and pathogens or
disease. Use integrated pest management practices whenever possible to minimize
the use of pesticides and reduce hazards.
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B.Watering: Modify existing irrigation system as required to provide full coverage of new
sod. Keep turf uniformly moist to a depth of 4 inches.
1.Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or
mulch. Lay out temporary watering system to avoid walking over muddy or newly
planted areas.
2.Water turf with fine spray at a minimum rate of 1 inch per week unless rainfall
precipitation is adequate.
C.Mow turf as soon as top growth is tall enough to cut. Repeat mowing to maintain specified
height without cutting more than one-third of grass height. Remove no more than one-third
of grass-leaf growth in initial or subsequent mowings. Do not delay mowing until grass
blades bend over and become matted. Do not mow when grass is wet. Schedule initial and
subsequent mowings to maintain the following grass height:
1.Mow bermudagrass to a height of 1/2- to 1 inch.
D.Turf Postfertilization: Apply commercial fertilizer after initial mowing and when grass is
dry.
1.Use fertilizer that provides actual nitrogen of at least 1 lb/1,000 sq. ft. to turf area.
3.7 SATISFACTORY TURF
A.Turf installations shall meet the following criteria as determined by Architect:
1.Satisfactory Sodded Turf: At end of maintenance period, a healthy, well-rooted,
even-colored, viable turf has been established, free of weeds, open joints, bare areas,
and surface irregularities.
B.Use specified materials to reestablish turf that does not comply with requirements, and
continue maintenance until turf is satisfactory.
3.8 CLEANUP AND PROTECTION
A.Promptly remove soil and debris created by turf work from paved areas. Clean wheels of
vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas.
B.Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash,
and debris, and legally dispose of them off Owner's property.
C.Erect temporary fencing or barricades and warning signs as required to protect newly
planted areas from traffic. Maintain fencing and barricades throughout initial maintenance
period and remove after plantings are established.
D.Remove nondegradable erosion-control measures after grass establishment period.
3.9 MAINTENANCE SERVICE
A.Turf Maintenance Service: Provide full maintenance by skilled employees of landscape
Installer. Maintain as required in "Turf Maintenance" Article. Begin maintenance
immediately after each area is planted and continue until acceptable turf is established, but
for not less than the following periods:
1.Sodded Turf: 30 days from date of Substantial Completion.
END OF SECTION
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EXHIBIT B
PLANS
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Item 9.
JOHN PORTER SPORTS PARK SOFTBALL FIELD RENOVATIONS
OCTOBER 21, 2022SANGER CITY COUNCIL
LOCATION MAP
CITY OF SANGER, TX
SUBMITTAL
NTS
Parkhill Job No. 8156.22
THOMAS MUIR - MAYOR
MARISSA BARRETT- PLACE 1
GARY BILYEU - PLACE 2
DENNIS DILLON - PLACE 3
ALLEN CHICK - PLACE 4
VICTOR GANN - PLACE 5
JOHN NOBLITT - CITY MANAGER
255 N Center Street
Suite 200
Arlington, Texas 76011
Phone: 817.649.3216
Metro: 817.640.8212
Fax: 817.649.7645
ISSUE FOR BID
INDEX OF DRAWINGS
COVER & INDEX OF DRAWINGSG-001
EXISTING CONDITIONS & REMOVAL PLAN
LANDSCAPE
LX100
SITE DETAILSL-501
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SITE DETAILSL-502
EROSION CONTROL PLANG-002
GENERAL
LC100 OVERALL CONSTRUCTION LAYOUT PLAN
LC102
LC103
LC101
PROJECT LOCATION: 2201 S STEMMONS FWY
PROJECT
LOCATON
PLANTING PLAN
IRRIGATION PLAN
CONSTRUCTION LAYOUT PLAN 'FIELD 1'
CONSTRUCTION LAYOUT PLAN 'FIELD 2'
CONSTRUCTION LAYOUT PLAN 'FIELD 3'
GRADING PLAN 'FIELD 1'
GRADING PLAN 'FIELD 2'
GRADING PLAN 'FIELD 3'
LG102
LG103
LG101
LP100
LI100
EROSION CONTROL DETAILSG-003
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EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES IN
LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR
LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES
SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL
TEXAS 811, 1-800-344-8377.
FIELD 1
INLET PROTECTION
PER DETAIL CL-DI/G-003
INLET PROTECTION
PER DETAIL CL-DI/G-003
INLET PROTECTION
PER DETAIL CL-DI/G-003
INLET PROTECTION
PER DETAIL CL-DI/G-003
Parkhill.com
PROJECT NO.
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8156.22
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INLET PROTECTION
PER DETAIL CL-DI/G-003
FIELD 2
FIELD 3
INLET PROTECTION
PER DETAIL CL-DI/G-003
EROSION CONTROL LOG
PER DETAIL CL-SSL/G-003
EROSION CONTROL LOG
PER DETAIL CL-SSL/G-003
EROSION CONTROL LOG
PER DETAIL CL-SSL/G-003
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PROJECT NO.
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2201 S. Stemmons
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8156.22
-10/21/2022 Issue for Bid
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EROSION CONTROL NOTES
A.EROSION CONTROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS, OR AS DIRECTED BY THE
ENGINEER.
B.LENGTHS OF EROSION CONTROL LOGS SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED FOR THE
PURPOSE INTENDED.
C.UNLESS OTHERWISE DIRECTED, USE BIODEGRADABLE OR
PHOTODEGRADABLE CONTAINMENT MESH ONLY WHERE LOG WILL REMAIN
IN PLACE AS PART A VEGETATIVE SYSTEM. FOR TEMPORARY
INSTALLATIONS, USE RECYCLABLE CONTAINMENT MESH.
D.FILL LOGS WITH SUFFICIENT FILLER MATERIAL TO ACHIEVE THE MINIMUM
COMPACTED DIAMETER SPECIFIED IN THE PLANS WITHOUT EXCESSIVE
DEFORMATION.
E.STAKES SHALL BE 2" X 2" WOOD 2' - 4' LONG, EMBEDDED SUCH THAT 2"
PROTRUDES ABOVE LOG, OR AS DIRECTED BY THE ENGINEER.
F.DO NOT PLACE STAKES THROUGH CONTAINMENT MESH.
G.COMPOST CRADLE MESH IN INCIDENTAL & WILL NOT BE PAID FOR
SEPARATELY.
H.SANDBAGS USED AS ANCHORS SHALL BE OF SUFFICIENT SIZE TO HOLD
LOGS IN PLACE.
I.TURN THE ENDS OF EACH ROW OF LOGS UPSLOPE TO PREVENT RUNOFF
FROM FLOWING AROUND THE LOG.
J.FOR HEAVY RUNOFF EVENTS, ADDITIONAL UPSTREAM STAKES MAY BE
NECESSARY TO KEEP LOGS FROM FOLDING IN ON ITSELF.
Erosion Control
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DEMOLITION NOTES
REMOVE EXISTING CONSTRUCTION AS INDICATED BY:00
1.REMOVE AND DISPOSE OF HOME PLATE, PITCHERS RUBBER AND BASES.
2.REMOVE AND DISPOSE OF FOUL POLE.
3.REMOVE AND DISPOSE OF SCOREBOARD, POSTS AND FOOTINGS.
4.REMOVE AND DISPOSE OF CHAIN LINK FENCE.
5.SANDBLAST AND REMOVE ADA SYMBOL.
6.REMOVE AND DISPOSE OF ADA SIGN.
7.SAWCUT, REMOVE AND DISPOSE OF PEDESTRIAN PAVING TO NEAREST
JOINT.
8.REMOVE AND DISPOSE OF INFILL DIRT TO NEW INFIELD EXTENTS. REF.
LP101 AND SPECIFICATIONS FOR NEW TOPSOIL AND SOD.
9.REMOVE AND DISPOSE OF SOD TO NEW INFIELD EXTENTS. REF. LP101 AND
SPECIFICATIONS FOR NEW TOPSOIL AND SOD.
03
03
03
02
02
02
02
0202
06
0605
04
04
04
04 04
04
04
04 04
05
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES IN
LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR
LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES
SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL
TEXAS 811, 1-800-344-8377.
LEGEND
REMOVE AND DISPOSE OF CHAIN LINK FENCE.
REMOVE AND DISPOSE OF INFILL DIRT.
REMOVE AND DISPOSE OF PEDESTRIAN PAVING.
07
07
FIELD 1 CONSTRUCTION AND GRADING
LAYOUT PER SHEETS LC101, LG101
EXISTING PARKING LOT
EXISTING
CONCESSIONS
BUILDING
EXISTING
PAVILION
EXISTING
PAVILION
EXISTING
PLAYGROUND
EXISTING
CANOPY
EXISTING
CANOPY
EX
I
S
T
I
N
G
CA
N
O
P
Y
EX.
D
U
G
O
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X
.
D
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E
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.
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T
EX
.
D
U
G
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EX
.
D
U
G
O
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EXISTING
PLAZA
EX. FENCE
EX. INLET
EX. INLET
EX. INLET
EX. INLET
EX. INLET
EX. INLET
EX. INLET
EX. INLET
EX. INLET
EX. HEADWALL
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
\
8
1
5
6
.
2
2
\
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3
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D
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o
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s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
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3 4
10/21/2022
REMOVE AND DISPOSE OF SOD.
EX. FIELD LIGHT EX. FIELD LIGHT
EX. FIELD LIGHT
EX. FIELD LIGHT
EX. FIELD LIGHTEX. FIELD LIGHT
EX. FIELD LIGHT
EX. FIELD LIGHT
EX. FIELD LIGHT
EX. FIELD LIGHT
EX. GATE
EX. GATE
EX. GATE
EX. GATEEX. GATE
EX. GATE
EX. FENCE
EX. FENCE
EX. FENCE
EX. FENCEEX. FENCE
EX. FENCE
EX. FENCE
EX. SIDEWALK
EX. SIDEWALK
EX. SIDEWALK
EX. SIDEWALK
EX. SIDEWALK
EX. SIDEWALK
EX. BACKSTOP WALL
EX. BACKSTOP WALL
EX. BACKSTOP WALL
01
01
0101
01
01
01
01 01
01
01
01
01
01
01
08
08
08
0909
0909
09
09
07
07
07
EXISTING
PAVILION
POINT
NUMBER NORTHING EASTING ELEVATION DESCRIPTION
ON-SITE CONTROL
100 7173262.31 2370223.92 610.67 #4 BAR W/LEMKE CAP
101 7173743.65 2370352.39 614.16 #4 BAR W/LEMKE CAP
BENCHMARKS
1 7173456.47 2370374.93 619.77 BM CUT SQUARE
HORIZONTAL AND VERTICAL DATUM BASED ON OPUS CONTROL POINTS
HORIZONTAL DATUM: NAD83 (2011), TEXAS STATE PLANE, NORTH CENTRAL
ZONE
VERTICAL DATUM: NAVD88
CONTROL POINTS
EXISTING IRRIGATION SYSTEM
CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING IRRIGATION
SYSTEM. ANY DAMAGED IRRIGATION EQUIPMENT FROM CONSTRUCTION
ACTIVITY IS THE RESPONSIBILITY OF CONTRACTOR AND DOES NOT
CONSTITUTE ANY ADDITIONAL PAYMENT. REFER TO IRRIGATION PLANS
FOR REQUIRED IRRIGATION MODIFICATIONS.
SITE DEMOLITION GENERAL NOTES
A.CALL BEFORE YOU DIG: THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE
AND MATERIAL OF ALL UTILITIES THAT WILL BE AFFECTED BY CONSTRUCTION
OPERATIONS PRIOR TO BREAKING GROUND, DEMOLITION, OR CONSTRUCTION,
THE CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES 48 HOURS PRIOR
TO THE START OF DEMOLITION, THIS INCLUDES, BUT IS NOT LIMITED TO
CONTACTING THE APPROPRIATE ONE-CALL UTILITY NOTIFICATION SERVICE, I.E.
TEXAS811 (800) 344-8377. THE CONTRACTOR SHALL LOCATE AND VERIFY THE
EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK.
B.FILL ALL EMPTY FOOTING HOLES FROM FENCING, SCOREBOARDS AND FOUL
POLES, AND ANY OTHER ITEMS TO BE REMOVED, AND COMPACT TO BE FLUSH
WITH EXISTING GRADE.
C.PREPARE THE PROJECT SITE AND DESIGNATED EASEMENTS FOR
CONSTRUCTION OPERATIONS BY REMOVING AND DISPOSING OF ALL
OBSTRUCTIONS, WHEN REMOVAL OF SUCH OBSTRUCTIONS IS NOT
SPECIFICALLY SHOWN ON THE PLANS, IT SHALL BE CONSIDERED INTEGRAL TO
THE NEW CONSTRUCTION BID ITEM.
D.PROTECT ALL EXISTING FEATURES NOT INDICATED FOR DEMOLITION. DO NOT
PARK EQUIPMENT, SERVICE EQUIPMENT, STORE MATERIALS, OR DISTURB THE
ROOT AREA UNDER THE BRANCHES OF TREES DESIGNATED FOR PRESERVATION.
E.NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN ITEMS NOT SHOWN ON
THE PLANS AND NOT REASONABLY DETECTABLE (BURIED WITH NO OBVIOUS
INDICATION OF PRESENCE) ARE ENCOUNTERED AND REQUIRED TO BE REMOVED.
F.REMOVE OBSTRUCTIONS NOT DESIGNATED FOR PRESERVATION TO A DEPTH OF
2 FEET BELOW NATURAL GROUND IN AREAS RECEIVING EMBANKMENT (FILL),
REMOVE OBSTRUCTIONS TO A DEPTH OF 2 FEET BELOW THE EXCAVATION LEVEL
IN AREAS TO BE EXCAVATED (CUT), REMOVE OBSTRUCTIONS TO A DEPTH OF 1
FOOT BELOW NATURAL GROUND IN ALL OTHER AREAS, AND CUT TREES AND
STUMPS LEVEL WITH EXISTING GRADE, UNLESS OTHERWISE SHOWN ON
CONSTRUCTION DOCUMENTS; BACKFILL, COMPACT, AND RESTORE AREAS
WHERE OBSTRUCTIONS HAVE BEEN REMOVED WITH APPROVED FILL MATERIAL.
G.THE CONTRACTOR SHALL ACCEPT OWNERSHIP AND DISPOSE OF REMOVED
MATERIALS AND DEBRIS AT LOCATIONS OFF SITE IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REQUIREMENTS, UNLESS OTHERWISE SHOWN ON
CONSTRUCTION DOCUMENTS.
H.STOCKPILE MATERIALS DESIGNATED SALVAGEABLE AT DESIGNATED SITES
WHEN SHOWN ON THE PLANS OR AS DIRECTED; PREPARE STOCKPILE SITE BY
REMOVING VEGETATION AND TRASH AND BY PROVIDING FOR PROPER.
DRAINAGE; MATERIAL NOT DESIGNATED TO BE SALVAGED WILL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE
WITH FEDERAL, STATE, AND LOCAL REGULATIONS.
I.EXCAVATE (CUT) AREAS AS SHOWN ON THE PLANS OR AS DIRECTED; REMOVE
MATERIALS ENCOUNTERED TO THE LINES, GRADES, AND TYPICAL SECTIONS
SHOWN ON THE CONSTRUCTION DOCUMENTS; ACCEPT OWNERSHIP OF
UNSUITABLE OR EXCESS MATERIAL AND DISPOSE OF MATERIAL IN ACCORDANCE
WITH LOCAL, STATE, AND FEDERAL REGULATIONS AT LOCATIONS OFF SITE;
MAINTAIN DRAINAGE IN THE EXCAVATED AREA TO AVOID DAMAGE TO AREAS OF
CUT/FILL; CORRECT ANY DAMAGE TO THE SUBGRADE CAUSED BY WEATHER AT
NO ADDITIONAL COST.
J.THE CONTRACTOR SHALL FURNISH APPROVED FILL MATERIAL CAPABLE OF
FORMING A STABLE EMBANKMENT FROM REQUIRED EXCAVATION IN THE AREAS
SHOWN ON THE CONSTRUCTION DOCUMENTS FROM APPROVED SOURCES OFF
SITE.
K.EXCAVATION: EXCAVATE SOIL FROM AREAS IN WHICH GRADE CHANGE WILL
OCCUR TO A DEPTH OF 6 INCHES AND STOCKPILE UNTIL AMENDED.
L.THE SCOPE OF WORK SHALL INCLUDE DISPOSAL OF ALL DEBRIS ASSOCIATED
WITH DEMOLITION AND CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING REQUIRED
FOR LAWFUL DISPOSAL AS REQUIRED BY THE OWNER, LOCAL AND STATE CODE.
M.WHERE EXISTING UTILITIES AND/OR SERVICE LINES ARE CUT, BROKEN, OR
DAMAGED, THE CONTRACTOR SHALL REPAIR THE UTILITY OR SERVICE LINES
WITH THE SAME MATERIAL AND CONSTRUCTION OR BETTER UNLESS OTHERWISE
NOTED ON THE CONSTRUCTION DOCUMENTS AT NO ADDITIONAL COST.
N.THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF FIELD VERIFICATION
AND PROTECTION OF EXISTING CONDITIONS AND UTILITIES, THE ACTUAL
HORIZONTAL OR VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL NOT BE
A BASIS FOR ADDITIONAL COMPENSATION.
O.THE CONTRACTOR SHALL NOT BEGIN DEMOLITION OPERATIONS UNTIL WRITTEN
CONFIRMATION FROM THE OWNER HAS BEEN RECEIVED VERIFYING THAT ALL
ITEMS TO BE SALVAGED BY THE OWNER HAVE BEEN REMOVED FROM THE SITE
AND ADJACENT RESIDENTIAL PROPERTY.
P.ALL DAMAGES TO THE OWNER'S PROPERTY ON THE PROJECT SITE PRIOR TO
SUBSTANTIAL COMPLETION SHALL BE REPAIRED OR REPLACED BY THE
CONTRACTOR AS APPROVED BY THE OWNER, AT NO ADDITIONAL COST.
Q.EXISTING PAVING TO BE REMOVED SHALL BE SAW-CUT, OR REMOVED TO THE
NEAREST JOINT TO CREATE CLEAN EDGES TO TIE INTO THE NEW CONSTRUCTION
R.DEMOLITION DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY
THE CONTRACTOR; ANY DISCREPANCIES SHALL BE REPORTED TO THE
LANDSCAPE ARCHITECT IMMEDIATELY FOR RESOLUTION.
S.THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF STORM WATER
POLLUTION PREVENTION, SITE DRAINAGE, DUST CONTROL, NOISE POLLUTION,
TRAFFIC CONTROL, SECURITY, FENCING, LIGHTING, PERMITTING, OR OTHER
LOCAL OR STATE CODE REQUIREMENTS REQUIRED FOR CONSTRUCTION
OPERATIONS, UNLESS OTHERWISE SHOWN ON CONSTRUCTION DOCUMENTS.
CONTROL POINT 100
BENCHMARK 1
CONTROL POINT 101
EX.
BLDG
FIELD 3 CONSTRUCTION AND GRADING
LAYOUT PER SHEETS LC103, LG103
FIELD 2 CONSTRUCTION AND GRADING
LAYOUT PER SHEETS LC102, LG102
218
Item 9.
N
Feet
0 40 80
Overall
Construction
Layout Plan
LC100
I
H
-
3
5
F
R
O
N
T
A
G
E
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
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2
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6
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2
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i
o
n
s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTE R E D L A N DSCAPE A
R
C
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
AS INDICATED BY:00
KEY NOTES
1.INSTALL ADA SIGN ON EXISTING POST PER DETAIL A2/L-502.
2.ACCESSIBLE MARKING PER DETAIL A3, B3/L-502.
3.ACCESSIBLE AISLE MARKING PER DETAIL A1/L-502.
4.4" WIDE WHITE PAINT STRIPE AS SPEC'D.
01
01
01
01
02
02
02
02
03
03
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
EXISTING PARKING LOT
EXISTING
CONCESSIONS
BUILDING
EXISTING
PAVILION
EXISTING
PAVILION
EXISTING
PLAYGROUND
EXISTING
CANOPY
EXISTING
CANOPY
EX
I
S
T
I
N
G
CA
N
O
P
Y
EX
.
D
U
G
O
U
T
EX. DUGOUT
E
X
.
D
U
G
O
U
T
EX. DUGOUT
EX
.
D
U
G
O
U
T
EX
.
D
U
G
O
U
T
EXISTING
PLAZA
EX.
BLDG
EXISTING
PAVILION
04
04
SITE CONSTRUCTION GENERAL NOTES
PARKING CALCULATIONS
REQUIRED PROVIDED
STANDARD ADA STALLS -232
ADA STALLS 7 (6 ADA, 1 VAN)8 (6 ADA, 2 VAN)
FIELD 3 CONSTRUCTION
LAYOUT PER SHEET LC103
FIELD 2 CONSTRUCTION
LAYOUT PER SHEET LC102
FIELD 1 CONSTRUCTION
LAYOUT PER SHEET LC101
EXAMINATION OF SITE OF WORK
BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE
OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING
AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS
TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL
COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN
THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER
BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION
OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS
SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.
CONCRETE FORMWORK AND REINFORCEMENT
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM
OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THE
OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE
FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE
CONCRETE FINISH AND SAW JOINTS
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS
OF PAVEMENT, SIZE PER SPECIFICATIONS, OR 4' X 4' IF NOT SPECIFIED, IN SIZE
FOR EACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE
AS APPROVED BY THE ARCHITECT. ANY CONCRETE PLACED WITH AN IMPROPER
FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT.
ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE
OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT
HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT
THE CONTRACTOR'S EXPENSE.
ALIGNMENT AND TANGENCY OF PAVEMENTS
THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES
(AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS,
WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTION
SHALL BE REMOVED.
CITY STANDARDS
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CITY OF SANGER, TEXAS, STANDARD SPECIFICATIONS, AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
DIMENSIONS
DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO
EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND
NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.
ADJUSTMENTS
IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN
THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT
SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT
WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S
REPRESENTATIVE.
GROUNDCOVER
ALL DISTURBED AREAS BY GRADING OR CONSTRUCTION SHALL BE RESTORED
TO PRE-CONSTRUCTION CONDITIONS. ANY EXISTING TURF DAMAGED BY
CONTRACTOR'S OPERATIONS SHALL BE RE-SODDED PER SPECIFICATIONS. SOIL
COMPACTED BY VEHICULAR TRAFFIC AND OTHER CONSTRUCTION ACTIVITIES
SHALL BE SCARIFIED AND FINE GRADED PRIOR TO RESODDING.
PAVING
ANY CONCRETE PAVING, CURBS AND RAMPS DAMAGED BY CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED AND REPLACED IN FULL.
GRADING
·CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 1.5%.
·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 4.5%.
219
Item 9.
19.3
8
'
TO
C
L
S
B
3
.
7
3
'
10'
10'
1
7
.
6
'
M
E
6
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P
.
60
'
T
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P
.
31.
4
4
'
22
5
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T
Y
P
.
31.43'
R
8
0
'
43
'
25
'
19.
7
'
M
E
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
\
8
1
5
6
.
2
2
\
0
3
_
D
S
G
N
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0
1
_
D
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0
_
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LC
1
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1
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8
1
5
6
.
D
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3
0
/
2
0
2
2
6
:
2
5
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0
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a
t
i
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s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
N
Feet
0 20 40
Construction
Layout Plan
'Field 1'
LC101
AS INDICATED BY:00
KEY NOTES
1.6' HT. CHAIN LINK OUTFIELD FENCE PER DETAIL C1/L-501.
2.SCOREBOARD PER SPECIFICATIONS.
3.FOUL POLE. INSTALL IN-LINE WITH FOUL LINE AND OUTFIELD FENCE.
INSTALL BOTTOM OF FIN 6'-6" ABOVE FINISH GRADE. REF. SPECIFICATIONS
AND DETAIL A5/L-501.
4.EXISTING INFIELD DIRT TO RECEIVE FINE GRADING AND CONDITIONER PER
SPECIFICATIONS.
5.CONCRETE CURB PER DETAIL A4, B4/L-501.
6.5" THICK CONCRETE PEDESTRIAN PAVING PER DETAIL A1/L-501.
7.UNDERCUT HEADER TO EXISTING CONCRETE SIDEWALK PER DETAIL B1,
B2/L-501.
8.INSTALL FENCE PADS ON EXISTING FOUL LINE FENCING AND NEW
OUTFIELD FENCING PER SPECIFICATIONS.
9.PITCHING RUBBER PER SPECIFICATIONS. VERIFY PITCHING DISTANCE WITH
OWNER PRIOR TO INSTALLATION.
10.BASES AND HOME PLATE PER SPECIFICATIONS.
11.RE-AIM EXISTING MUSCO LIGHT FIXTURES TO NEW FIELD LAYOUT.
CONTACT: MUSCO - CHRIS JOHNSON, CHRIS.JOHNSON@MUSCO.COM.
12.EXISTING SCOREBOARD CONTROLLER TO BE REPLACED WITH NEW
CONTROLLER COMPATIBLE WITH SCOREBOARD PER SPECIFICATIONS.
01 01
10
02
0303
04
04
05
06
07
07
09
10
10
10
LEGEND
5" THICK CONCRETE PEDESTRIAN PAVING
PER DETAIL A1/L-501.
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
SITE CONSTRUCTION GENERAL NOTES
EXAMINATION OF SITE OF WORK
BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE
OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING
AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS
TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL
COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN
THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER
BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION
OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS
SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.
CONCRETE FORMWORK AND REINFORCEMENT
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM
OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THE
OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE
FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE
CONCRETE FINISH AND SAW JOINTS
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS
OF PAVEMENT, SIZE PER SPECIFICATIONS, OR 4' X 4' IF NOT SPECIFIED, IN SIZE
FOR EACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE
AS APPROVED BY THE ARCHITECT. ANY CONCRETE PLACED WITH AN IMPROPER
FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT.
ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE
OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT
HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT
THE CONTRACTOR'S EXPENSE.
ALIGNMENT AND TANGENCY OF PAVEMENTS
THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES
(AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS,
WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTION
SHALL BE REMOVED.
CITY STANDARDS
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CITY OF SANGER, TEXAS, STANDARD SPECIFICATIONS, AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
DIMENSIONS
DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO
EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND
NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.
ADJUSTMENTS
IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN
THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT
SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT
WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S
REPRESENTATIVE.
GROUNDCOVER
ALL DISTURBED AREAS BY GRADING OR CONSTRUCTION SHALL BE RESTORED
TO PRE-CONSTRUCTION CONDITIONS. ANY EXISTING TURF DAMAGED BY
CONTRACTOR'S OPERATIONS SHALL BE RE-SODDED PER SPECIFICATIONS. SOIL
COMPACTED BY VEHICULAR TRAFFIC AND OTHER CONSTRUCTION ACTIVITIES
SHALL BE SCARIFIED AND FINE GRADED PRIOR TO RESODDING.
PAVING
ANY CONCRETE PAVING, CURBS AND RAMPS DAMAGED BY CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED AND REPLACED IN FULL.
GRADING
·CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 1.5%.
·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 4.5%.
PARKING CALCULATIONS
REQUIRED PROVIDED
STANDARD ADA STALLS -232
ADA STALLS 7 (6 ADA, 1 VAN)8 (6 ADA, 2 VAN)
EXISTING CHAIN LINK FENCE
6" HT. CHAIN LINK FENCE PER DETAIL A1/L-501.
ISOLATION JOINT PER DETAIL A1/L-501.
EXISTING INFIELD DIRT TO RECEIVE FINE GRADING
AND CONDITIONER PER SPECIFICATIONS.
DEDUCT BID ALTERNATE ONE
AT NEW OUTFIELD FENCE LOCATION, REUSE EXISTING OUTFIELD FENCE
MESH AND RAILS AND INSTALL ON NEW RAIL AND CORNER POSTS AND
FOOTINGS.
EXISTING
CONCESSIONS
BUILDING
EXISTING
PAVILION
EXISTING
PLAYGROUND
EXISTING
CANOPY
EX
I
S
T
I
N
G
CA
N
O
P
Y
EX. DUGOUT
EX.
D
U
G
O
U
T
EX
.
D
U
G
O
U
T
EXISTING
PLAZA
EXISTING
BUILDING
EX. SIDEWALK
EX. GATE
EX. FENCE
ALIGN INFIELD W/
SIDEWALK EDGE
EX. FENCE
EX. GATE
EX. SIDEWALK
EX. FENCE
EX. FENCE
ALIGN INFIELD W/
SIDEWALK EDGE
EX. INLET
01
11
01
11
08
FIELD 1
FIELD 2 PER
SHEET LC102
05
EX. INLET
05
08 08
11
EX. SIDEWALK
EX. HEADWALL
12
EX. BACKSTOP WALL
EX. BACKSTOP WALL
A4
/
L
5
0
1
06
07
07
11
220
Item 9.
1
9
.
4
9
'
T
O
C
L
S
B
3.65
'
10'
10'
19.
7
'
ME
60'
T
Y
P
.
6
0
'
T
Y
P
.
3
1
.
3
6
'
2
2
5
'
T
Y
P
.
31
.
3
5
'
43'
27.47'
M
E
R80'
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
\
8
1
5
6
.
2
2
\
0
3
_
D
S
G
N
\
0
1
_
D
W
G
\
0
6
0
_
L
A
N
D
\
LC
1
0
2
-
8
1
5
6
.
D
W
G
,
9/
3
0
/
2
0
2
2
6
:
2
5
:
3
3
P
M
,
ES
t
r
a
s
s
e
r
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h
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P
o
r
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r
S
p
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t
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P
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r
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So
f
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b
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l
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F
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t
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o
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s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A NDSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
I
H
-
3
5
F
R
O
N
T
A
G
E
Construction
Layout Plan
'Field 2'
LC102
01
01
02
03
03
04
04
05
06
07
07
09
10
10
10
10
05
05
06
07
07
N
Feet
0 20 40
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
SITE CONSTRUCTION GENERAL NOTES
PARKING CALCULATIONS
REQUIRED PROVIDED
STANDARD ADA STALLS -232
ADA STALLS 7 (6 ADA, 1 VAN)8 (6 ADA, 2 VAN)
DEDUCT BID ALTERNATE ONE
AT NEW OUTFIELD FENCE LOCATION, REUSE EXISTING OUTFIELD FENCE
MESH AND RAILS AND INSTALL ON NEW RAIL AND CORNER POSTS AND
FOOTINGS.
EXISTING
CANOPY
EXISTING
CANOPY
EXISTING
CANOPY
EX. DUGOUT
EX. DUGOUT
EX
.
D
U
G
O
U
T
EX
.
D
U
G
O
U
T
EXISTING
PLAZA
EXISTING
PLAYGROUND
EX. SIDEWALK
EX. GATE
EX. FENCE
ALIGN INFIELD W/
SIDEWALK EDGE
EX. FENCE
EX. GATE
EX. SIDEWALK
EX. FENCE
EX. FENCE
ALIGN INFIELD W/
SIDEWALK EDGE
EX. INLET
EX. INLET
EX. SIDEWALK
EX. BACKSTOP WALL
EX. BACKSTOP WALL
A4/L501
FIELD 2
FIELD 3 PER
SHEET LC103
FIELD 1 PER
SHEET LC101
EX. HEADWALL
EX. FENCE
01 11
08
08
01
11
08
08
11
11
12
EXAMINATION OF SITE OF WORK
BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE
OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING
AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS
TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL
COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN
THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER
BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION
OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS
SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.
CONCRETE FORMWORK AND REINFORCEMENT
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM
OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THE
OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE
FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE
CONCRETE FINISH AND SAW JOINTS
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS
OF PAVEMENT, SIZE PER SPECIFICATIONS, OR 4' X 4' IF NOT SPECIFIED, IN SIZE
FOR EACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE
AS APPROVED BY THE ARCHITECT. ANY CONCRETE PLACED WITH AN IMPROPER
FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT.
ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE
OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT
HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT
THE CONTRACTOR'S EXPENSE.
ALIGNMENT AND TANGENCY OF PAVEMENTS
THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES
(AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS,
WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTION
SHALL BE REMOVED.
CITY STANDARDS
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CITY OF SANGER, TEXAS, STANDARD SPECIFICATIONS, AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
DIMENSIONS
DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO
EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND
NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.
ADJUSTMENTS
IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN
THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT
SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT
WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S
REPRESENTATIVE.
GROUNDCOVER
ALL DISTURBED AREAS BY GRADING OR CONSTRUCTION SHALL BE RESTORED
TO PRE-CONSTRUCTION CONDITIONS. ANY EXISTING TURF DAMAGED BY
CONTRACTOR'S OPERATIONS SHALL BE RE-SODDED PER SPECIFICATIONS. SOIL
COMPACTED BY VEHICULAR TRAFFIC AND OTHER CONSTRUCTION ACTIVITIES
SHALL BE SCARIFIED AND FINE GRADED PRIOR TO RESODDING.
PAVING
ANY CONCRETE PAVING, CURBS AND RAMPS DAMAGED BY CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED AND REPLACED IN FULL.
GRADING
·CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 1.5%.
·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 4.5%.
AS INDICATED BY:00
KEY NOTES
1.6' HT. CHAIN LINK OUTFIELD FENCE PER DETAIL C1/L-501.
2.SCOREBOARD PER SPECIFICATIONS.
3.FOUL POLE. INSTALL IN-LINE WITH FOUL LINE AND OUTFIELD FENCE.
INSTALL BOTTOM OF FIN 6'-6" ABOVE FINISH GRADE. REF. SPECIFICATIONS
AND DETAIL A5/L-501.
4.EXISTING INFIELD DIRT TO RECEIVE FINE GRADING AND CONDITIONER PER
SPECIFICATIONS.
5.CONCRETE CURB PER DETAIL A4, B4/L-501.
6.5" THICK CONCRETE PEDESTRIAN PAVING PER DETAIL A1/L-501.
7.UNDERCUT HEADER TO EXISTING CONCRETE SIDEWALK PER DETAIL B1,
B2/L-501.
8.INSTALL FENCE PADS ON EXISTING FOUL LINE FENCING AND NEW
OUTFIELD FENCING PER SPECIFICATIONS.
9.PITCHING RUBBER PER SPECIFICATIONS. VERIFY PITCHING DISTANCE WITH
OWNER PRIOR TO INSTALLATION.
10.BASES AND HOME PLATE PER SPECIFICATIONS.
11.RE-AIM EXISTING MUSCO LIGHT FIXTURES TO NEW FIELD LAYOUT.
CONTACT: MUSCO - CHRIS JOHNSON, CHRIS.JOHNSON@MUSCO.COM.
12.EXISTING SCOREBOARD CONTROLLER TO BE REPLACED WITH NEW
CONTROLLER COMPATIBLE WITH SCOREBOARD PER SPECIFICATIONS.
LEGEND
5" THICK CONCRETE PEDESTRIAN PAVING
PER DETAIL A1/L-501.
EXISTING CHAIN LINK FENCE
6" HT. CHAIN LINK FENCE PER DETAIL A1/L-501.
ISOLATION JOINT PER DETAIL A1/L-501.
EXISTING INFIELD DIRT TO RECEIVE FINE GRADING
AND CONDITIONER PER SPECIFICATIONS.
AS INDICATED BY:00
KEY NOTES
1.6' HT. CHAIN LINK OUTFIELD FENCE PER DETAIL C1/L-501.
2.SCOREBOARD PER SPECIFICATIONS.
3.FOUL POLE. INSTALL IN-LINE WITH FOUL LINE AND OUTFIELD FENCE.
INSTALL BOTTOM OF FIN 6'-6" ABOVE FINISH GRADE. REF. SPECIFICATIONS
AND DETAIL A5/L-501.
4.EXISTING INFIELD DIRT TO RECEIVE FINE GRADING AND CONDITIONER PER
SPECIFICATIONS.
5.CONCRETE CURB PER DETAIL A4, B4/L-501.
6.5" THICK CONCRETE PEDESTRIAN PAVING PER DETAIL A1/L-501.
7.UNDERCUT HEADER TO EXISTING CONCRETE SIDEWALK PER DETAIL B1,
B2/L-501.
8.INSTALL FENCE PADS ON EXISTING FOUL LINE FENCING AND NEW
OUTFIELD FENCING PER SPECIFICATIONS.
9.PITCHING RUBBER PER SPECIFICATIONS. VERIFY PITCHING DISTANCE WITH
OWNER PRIOR TO INSTALLATION.
10.BASES AND HOME PLATE PER SPECIFICATIONS.
11.RE-AIM EXISTING MUSCO LIGHT FIXTURES TO NEW FIELD LAYOUT.
CONTACT: MUSCO - CHRIS JOHNSON, CHRIS.JOHNSON@MUSCO.COM.
12.EXISTING SCOREBOARD CONTROLLER TO BE REPLACED WITH NEW
CONTROLLER COMPATIBLE WITH SCOREBOARD PER SPECIFICATIONS.
LEGEND
5" THICK CONCRETE PEDESTRIAN PAVING
PER DETAIL A1/L-501.
EXISTING CHAIN LINK FENCE
6" HT. CHAIN LINK FENCE PER DETAIL A1/L-501.
ISOLATION JOINT PER DETAIL A1/L-501.
EXISTING INFIELD DIRT TO RECEIVE FINE GRADING
AND CONDITIONER PER SPECIFICATIONS.
221
Item 9.
1
9
.
3
8
'
T
O
C
L
S
B
3.7
3
'
1
0
'
10
'
18'
ME
60'
T
Y
P
.
6
0
'
T
Y
P
.
31.33'
2
2
5
'
T
Y
P
.
31
.
3
4
'
43
'
25
'
R
8
0
'
27.47'
ME
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
\
8
1
5
6
.
2
2
\
0
3
_
D
S
G
N
\
0
1
_
D
W
G
\
0
6
0
_
L
A
N
D
\
LC
1
0
3
-
8
1
5
6
.
D
W
G
,
9/
3
0
/
2
0
2
2
6
:
2
5
:
2
7
P
M
,
ES
t
r
a
s
s
e
r
Jo
h
n
P
o
r
t
e
r
S
p
o
r
t
s
P
a
r
k
So
f
t
b
a
l
l
F
i
e
l
d
R
e
n
o
v
a
t
i
o
n
s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
Construction
Layout Plan
'Field 3'
LC103
01 01
10
02
0303
04
04
05
05
05
06
07
07
09
10
10
10
N
Feet
0 20 40
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
SITE CONSTRUCTION GENERAL NOTES
PARKING CALCULATIONS
REQUIRED PROVIDED
STANDARD ADA STALLS -232
ADA STALLS 7 (6 ADA, 1 VAN)8 (6 ADA, 2 VAN)
DEDUCT BID ALTERNATE ONE
AT NEW OUTFIELD FENCE LOCATION, REUSE EXISTING OUTFIELD FENCE
MESH AND RAILS AND INSTALL ON NEW RAIL AND CORNER POSTS AND
FOOTINGS.
EXISTING
CONCESSIONS
BUILDING
EXISTING
PAVILION
EXISTING
PLAYGROUND
EXISTING
CANOPY
EX
I
S
T
I
N
G
CA
N
O
P
Y
EX
.
D
U
G
O
U
T
E
X
.
D
U
G
O
U
T
EX. DUGOUT
EXISTING
PLAZA
EX. GATE
EX. FENCE
ALIGN INFIELD W/
SIDEWALK EDGE
EX. FENCE
EX. GATE
EX. SIDEWALK
EX. FENCE
EX. FENCE
ALIGN INFIELD W/
SIDEWALK EDGE
EX. INLET
FIELD 2 PER
SHEET LC102
EX. INLET
EX. SIDEWALK
EX. BACKSTOP WALL
EX. BACKSTOP WALL
FIELD 3
12
11
11
01
11
08
01
11
08
08
08
A
4
/
L
5
0
1
06
07
07
EXAMINATION OF SITE OF WORK
BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE
OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING
AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS
TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL
COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN
THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER
BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION
OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS
SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.
CONCRETE FORMWORK AND REINFORCEMENT
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM
OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THE
OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE
FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE
CONCRETE FINISH AND SAW JOINTS
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS
OF PAVEMENT, SIZE PER SPECIFICATIONS, OR 4' X 4' IF NOT SPECIFIED, IN SIZE
FOR EACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE
AS APPROVED BY THE ARCHITECT. ANY CONCRETE PLACED WITH AN IMPROPER
FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT.
ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE
OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT
HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT
THE CONTRACTOR'S EXPENSE.
ALIGNMENT AND TANGENCY OF PAVEMENTS
THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES
(AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS,
WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTION
SHALL BE REMOVED.
CITY STANDARDS
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CITY OF SANGER, TEXAS, STANDARD SPECIFICATIONS, AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
DIMENSIONS
DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO
EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND
NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.
ADJUSTMENTS
IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN
THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT
SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT
WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S
REPRESENTATIVE.
GROUNDCOVER
ALL DISTURBED AREAS BY GRADING OR CONSTRUCTION SHALL BE RESTORED
TO PRE-CONSTRUCTION CONDITIONS. ANY EXISTING TURF DAMAGED BY
CONTRACTOR'S OPERATIONS SHALL BE RE-SODDED PER SPECIFICATIONS. SOIL
COMPACTED BY VEHICULAR TRAFFIC AND OTHER CONSTRUCTION ACTIVITIES
SHALL BE SCARIFIED AND FINE GRADED PRIOR TO RESODDING.
PAVING
ANY CONCRETE PAVING, CURBS AND RAMPS DAMAGED BY CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED AND REPLACED IN FULL.
GRADING
·CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 1.5%.
·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 4.5%.
AS INDICATED BY:00
KEY NOTES
1.6' HT. CHAIN LINK OUTFIELD FENCE PER DETAIL C1/L-501.
2.SCOREBOARD PER SPECIFICATIONS.
3.FOUL POLE. INSTALL IN-LINE WITH FOUL LINE AND OUTFIELD FENCE.
INSTALL BOTTOM OF FIN 6'-6" ABOVE FINISH GRADE. REF. SPECIFICATIONS
AND DETAIL A5/L-501.
4.EXISTING INFIELD DIRT TO RECEIVE FINE GRADING AND CONDITIONER PER
SPECIFICATIONS.
5.CONCRETE CURB PER DETAIL A4, B4/L-501.
6.5" THICK CONCRETE PEDESTRIAN PAVING PER DETAIL A1/L-501.
7.UNDERCUT HEADER TO EXISTING CONCRETE SIDEWALK PER DETAIL B1,
B2/L-501.
8.INSTALL FENCE PADS ON EXISTING FOUL LINE FENCING AND NEW
OUTFIELD FENCING PER SPECIFICATIONS.
9.PITCHING RUBBER PER SPECIFICATIONS. VERIFY PITCHING DISTANCE WITH
OWNER PRIOR TO INSTALLATION.
10.BASES AND HOME PLATE PER SPECIFICATIONS.
11.RE-AIM EXISTING MUSCO LIGHT FIXTURES TO NEW FIELD LAYOUT.
CONTACT: MUSCO - CHRIS JOHNSON, CHRIS.JOHNSON@MUSCO.COM.
12.EXISTING SCOREBOARD CONTROLLER TO BE REPLACED WITH NEW
CONTROLLER COMPATIBLE WITH SCOREBOARD PER SPECIFICATIONS.
LEGEND
5" THICK CONCRETE PEDESTRIAN PAVING
PER DETAIL A1/L-501.
EXISTING CHAIN LINK FENCE
6" HT. CHAIN LINK FENCE PER DETAIL A1/L-501.
ISOLATION JOINT PER DETAIL A1/L-501.
EXISTING INFIELD DIRT TO RECEIVE FINE GRADING
AND CONDITIONER PER SPECIFICATIONS.
222
Item 9.
TG 612.78
TG 612.74
TG 612.46
TG 612.21
TG 612.09
TG 612.74
TG 612.65
TG 612.45
TG 612.69
TG 612.25
TG 612.63
TG 612.67
TG 612.38
TG 612.55
TG 612.33
TG 612.53
TG 612.61
TG 612.45
TG 612.88
TG 612.19
TG 612.18
TG 612.17
TG 612.55
TG 612.90TG 613.00
TG 612.66
TG 612.74
.39
%
1
%
1%
.6
%
1%
1
%
.5%
612.5
612.5
6
1
2
.
5
61
2
.
5
ME
ME
ME
ME
ME
ME
ME
ME
ME
.45%.68%
.5
7
%
.5
7
%
4.1%
4.3
%
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
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8
1
5
6
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2
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s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
LAN D O N G .
B
E
L
L
3 4
10/21/2022
N
Feet
0 20 40
Grading Plan
'Field 1'
LG101
GRADING LEGEND
EXISTING 0.5' CONTOUR
EXISTING 1' CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
SLOPE
TOP OF FIELD FINISHED GRADE
MATCH EXISTING FINISHED GRADE
TG 612.20
612.5
612
612.5
1%
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
EXISTING
CONCESSIONS
BUILDING
EXISTING
PAVILION
EXISTING
PLAYGROUND
EXISTING
CANOPY
EX
I
S
T
I
N
G
CA
N
O
P
Y
EX. DUGOUT
EX.
D
U
G
O
U
T
EX.
D
U
G
O
U
T
EXISTING
PLAZA
EXISTING
BUILDING
FIELD 1
FIELD 2 PER
SHEET LG102
TG
ME
GRADING NOTES
A.CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 1.5%.
B.LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 4.5%.
C.REF. SHEET LX100 FOR SURVEY CONTROL AND BENCHMARKS.
D.REF. TO FINE GRADING ATHLETIC FIELD SPECIFICATION 31 22 13.10.
223
Item 9.
TG 612.87 TG 612.88
TG 612.22
TG 612.76
TG 612.30
TG 612.13
TG 612.78
TG 612.45
TG 612.48
TG 612.85
TG 612.14
TG 612.51
TG 612.60
.72%
TG 612.82
1%1%TG 612.22
TG 612.21
TG 612.50
TG 612.78
TG 612.74
TG 612.46
TG 612.21
TG 612.09
TG 612.74
TG 612.45
TG 612.65
TG 612.45
TG 612.69
TG 612.25
TG 612.63
TG 612.28
TG 612.55
TG 612.33
TG 612.53
TG 612.61
TG 612.45
TG 612.88
TG 612.19
TG 612.18
TG 612.17
TG 612.55
TG 612.90TG 613.00
TG 612.66
TG 612.74
.3
9
%
1%
1%
.6
%
.
4
6
%
1%
1%
.5%
6
1
2
.
5
61
2
.
5
612.5
612.5
6
1
2
.
5
61
2
.
5
ME
ME
ME
ME
ME
ME
ME
ME
.45%.68%
.87%.8%
.5
7
%
.5
7
%
4
.
4
%
4.3
%
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
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8
1
5
6
.
2
2
\
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3
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o
n
s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
N
Feet
0 20 40
EXISTING
CANOPY
EXISTING
CANOPY
EX
I
S
T
I
N
G
CA
N
O
P
Y
EX. DUGOUT
E
X
.
D
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EX
.
D
U
G
O
U
T
EX.
D
U
G
O
U
T
EXISTING
PLAZA
Grading Plan
'Field 2'
LG102
FIELD 2
FIELD 3 PER
SHEET LG103
FIELD 1 PER
SHEET LG101
GRADING LEGEND
EXISTING 0.5' CONTOUR
EXISTING 1' CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
SLOPE
TOP OF FIELD FINISHED GRADE
MATCH EXISTING FINISHED GRADE
TG 612.20
612.5
612
612.5
1%
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
TG
ME
GRADING NOTES
A.CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 1.5%.
B.LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 4.5%.
C.REF. SHEET LX100 FOR SURVEY CONTROL AND BENCHMARKS.
D.REF. TO FINE GRADING ATHLETIC FIELD SPECIFICATION 31 22 13.10.
224
Item 9.
R22
5
'
TG 612.87 TG 612.88
TG 612.04
TG 612.22
TG 612.76
TG 612.30
TG 612.13
TG 612.78
TG 612.45
TG 612.48
TG 612.85
TG 612.09 TG 612.14
TG 612.51
TG 612.60
.7
6
%
.
7
2
%
TG 612.82
1%
1%TG 612.22
TG 612.21
TG 612.50
TG 612.78
TG 612.74
TG 612.74
TG 612.45
TG 612.65TG 612.69 TG 612.63
TG 612.28
1
%
1%
.46%
6
1
2
.
5
61
2
.
5
612.5
612.5
ME
ME
ME
ME
ME
ME
ME
ME
.87%.8%
.5
7
%
.5
7
%
4.4
%
4.4%
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
\
8
1
5
6
.
2
2
\
0
3
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n
o
v
a
t
i
o
n
s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
N
Feet
0 20 40
EXISTING
CONCESSIONS
BUILDING
EXISTING
PAVILION
EXISTING
PLAYGROUND
EXISTING
CANOPY
EX
I
S
T
I
N
G
CA
N
O
P
Y
EX
.
D
U
G
O
U
T
E
X
.
D
U
G
O
U
T
EX. DUGOUT
EXISTING
PLAZA
Grading Plan
'Field 3'
LG103
FIELD 3
FIELD 2 PER
SHEET LG102
GRADING LEGEND
EXISTING 0.5' CONTOUR
EXISTING 1' CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
SLOPE
TOP OF FIELD FINISHED GRADE
MATCH EXISTING FINISHED GRADE
TG 612.20
612.5
612
612.5
1%
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
TG
ME
GRADING NOTES
A.CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 1.5%.
B.LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 4.5%.
C.REF. SHEET LX100 FOR SURVEY CONTROL AND BENCHMARKS.
D.REF. TO FINE GRADING ATHLETIC FIELD SPECIFICATION 31 22 13.10.
225
Item 9.
N
Feet
0 30 60
Planting Plan
LP100
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
\
8
1
5
6
.
2
2
\
0
3
_
D
S
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n
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v
a
t
i
o
n
s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
AS INDICATED BY:00
KEY NOTES
1.INSTALL ROLL SOD AS SPECIFIED.
LEGEND
ROLL SOD AS SPECIFIED
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
01
01
01
FIELD 3
FIELD 2
FIELD 1
EXISTING CANOPY
EX
I
S
T
I
N
G
C
A
N
O
P
Y
EXISTING CANOPY
EXISTING PLAZAEXISTING
PLAYGROUND
EXISTING
PAVILION
EXISTING
PAVILION
EXISTING
CONCESSIONS
BUILDING
PLANTING GENERAL NOTES
A.THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT AND
SPECIFICATIONS FOR REQUIREMENTS NOT LISTED HEREIN.
B.THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL
UTILITIES PRIOR TO STARTING WORK.
C.THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES
SUFFICIENT TO COMPLETE THE PLANTING PLAN SHOWN ON ALL
DRAWINGS. PLANT COUNTS AND SQUARE FOOTAGES ARE PROVIDED AS
A COURTESY ONLY.
D.ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES
ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY
STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN
OR EQUIVALENT.
E.THE RIGHT TO REJECT PLANT MATERIALS DELIVERED TO THE SITE THAT
DO NOT BEAR APPROVAL TAGS IS RESERVED BY THE PROJECT
LANDSCAPE ARCHITECT.
F.REFER TO SPECIFICATIONS FOR SPECIFIED PLANTING SOIL AND
AMENDMENTS IN TURF AREAS.
G.SOD SHALL BE PLANTED AND ESTABLISHED, AS SPECIFIED, OVER ANY
AREAS DISTURBED BY CONSTRUCTION. THE GRASS LIMITS LINES SHOWN
ARE NOT ABSOLUTE. TURFGRASS PLANTING SHALL TAKE PLACE BEYOND
THE LIMITS IF THE AREA IS DISTURBED.
226
Item 9.
N
Feet
0 30 60
Irrigation Plan
LI100
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
\
2
0
2
2
\
8
1
5
6
.
2
2
\
0
3
_
D
S
G
N
\
0
1
_
D
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L
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D
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LI
1
0
0
-
8
1
5
6
.
D
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,
8/
2
9
/
2
0
2
2
9
:
2
8
:
1
4
A
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t
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s
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p
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s
P
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So
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t
b
a
l
l
F
i
e
l
d
R
e
n
o
v
a
t
i
o
n
s
City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
H
I
T
E
C
T
S
T
A
TE O F T E X A S
52
L
AN D O N G .
B
E
L
L
3 4
10/21/2022
AS INDICATED BY:00
KEY NOTES
1.DESIGN / BUILD ROTOR IRRIGATION EXTENTS. SEE NOTE BELOW
REGARDING DESIGN / BUILDING IRRIGATION IMPROVEMENTS AT SOFTBALL
FIELDS.
LEGEND
DESIGN / BUILD ROTOR IRRIGATION EXTENTS.
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH TOWN OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
01
01
01
FIELD 3
FIELD 2
FIELD 1
EXISTING CANOPY
EX
I
S
T
I
N
G
C
A
N
O
P
Y
EXISTING CANOPY
EXISTING PLAZAEXISTING
PLAYGROUND
EXISTING
PAVILION
EXISTING
PAVILION
EXISTING
CONCESSIONS
BUILDING
1.THIS IRRIGATION SYSTEM SHALL BE DESIGNED AND SHALL BE INSTALLED
ACCORDING TO TEXAS ADMINISTRATIVE CODE, TITLE 30 -
ENVIRONMENTAL QUALITY, PART 1 - TEXAS COMMISSION ON
ENVIRONMENTAL QUALITY (TCEQ), CHAPTER 344 - LANDSCAPE
IRRIGATION; THE FOLLOWING INFORMATION IS PROVIDED AS A COURTESY
AND IS NOT A COMPLETE LIST OF TCEQ REQUIREMENTS.
2.THE MAXIMUM SPACING BETWEEN EMISSION DEVICES MUST NOT EXCEED
THE MANUFACTURER`S PUBLISHED RADIUS OR SPACING OF THE DEVICE.
3.NEW IRRIGATION SYSTEMS SHALL NOT UTILIZE ABOVE-GROUND SPRAY
EMISSION DEVICES IN LANDSCAPES THAT ARE LESS THAN 48 INCHES NOT
INCLUDING THE IMPERVIOUS SURFACES IN EITHER LENGTH OR WIDTH
AND WHICH CONTAIN IMPERVIOUS PEDESTRIAN OR VEHICULAR TRAFFIC
SURFACES ALONG TWO OR MORE PERIMETERS.
4.EMISSION DEVICES MUST BE INSTALLED TO OPERATE AT THE MINIMUM
AND NOT ABOVE THE MAXIMUM SPRINKLER HEAD PRESSURE AS
PUBLISHED BY THE MANUFACTURER FOR THE NOZZLE AND HEAD
SPACING THAT IS USED.
5.IRRIGATION SYSTEMS SHALL NOT SPRAY WATER OVER SURFACES MADE
OF CONCRETE, ASPHALT, BRICK, WOOD, STONES SET WITH MORTAR, OR
ANY OTHER IMPERVIOUS MATERIAL, SUCH AS, BUT NOT LIMITED TO,
WALLS, FENCES, SIDEWALKS, STREETS, ETC.
6.ALL NEW IRRIGATION SYSTEMS THAT ARE INSTALLED USING PVC PIPE
AND FITTINGS SHALL BE PRIMED WITH A COLORED PRIMER PRIOR TO
APPLYING THE PVC CEMENT.
7.THE IRRIGATION SYSTEM MUST INCLUDE AN ISOLATION VALVE BETWEEN
THE WATER METER AND THE BACKFLOW PREVENTION DEVICE.
8.WATER CONTAINED WITHIN THE PIPING OF AN IRRIGATION SYSTEM IS
DEEMED TO BE NON-POTABLE. NO DRINKING OR DOMESTIC WATER
USAGE, SUCH AS, BUT NOT LIMITED TO, FILLING SWIMMING POOLS OR
DECORATIVE FOUNTAINS, SHALL BE CONNECTED TO AN IRRIGATION
SYSTEM.
9.HOSE BIBS MUST BE INSTALLED USING A QUICK COUPLER KEY ON A
QUICK COUPLER INSTALLED IN A COVERED PURPLE VALVE BOX AND THE
HOSE BIB AND ANY HOSES CONNECTED TO THE BIB MUST BE LABELED
"NON-POTABLE, NOT SAFE FOR DRINKING." AN ISOLATION VALVE MUST BE
INSTALLED UPSTREAM OF A QUICK COUPLER CONNECTING A HOSE BIB TO
AN IRRIGATION SYSTEM.
10.A LICENSED IRRIGATOR OR A LICENSED IRRIGATION TECHNICIAN SHALL
BE ON-SITE AT ALL TIMES WHILE THE LANDSCAPE IRRIGATION SYSTEM IS
BEING INSTALLED.
11.UPON COMPLETION OF THE IRRIGATION SYSTEM, THE IRRIGATOR OR
IRRIGATION TECHNICIAN WHO PROVIDED SUPERVISION FOR THE ON-SITE
INSTALLATION SHALL BE REQUIRED TO COMPLETE FOUR ITEMS: (1) A
FINAL "WALK THROUGH" WITH THE IRRIGATION SYSTEM`S OWNER OR THE
OWNER`S REPRESENTATIVE TO EXPLAIN THE OPERATION OF THE
SYSTEM; (2) THE MAINTENANCE CHECKLIST ON WHICH THE IRRIGATOR
OR IRRIGATION TECHNICIAN SHALL OBTAIN THE SIGNATURE OF THE
IRRIGATION SYSTEM`S OWNER OR OWNER`S REPRESENTATIVE AND
SHALL SIGN, DATE, AND SEAL THE CHECKLIST. (3) A PERMANENT STICKER
WHICH CONTAINS THE IRRIGATOR`S NAME, LICENSE NUMBER, COMPANY
NAME, TELEPHONE NUMBER AND THE DATES OF THE WARRANTY PERIOD
SHALL BE AFFIXED TO EACH AUTOMATIC CONTROLLER INSTALLED BY THE
IRRIGATOR OR IRRIGATION TECHNICIAN. (4) THE IRRIGATION PLAN
INDICATING THE ACTUAL INSTALLATION OF THE SYSTEM MUST BE
PROVIDED TO THE IRRIGATION SYSTEM`S OWNER OR OWNER
REPRESENTATIVE.
12.THE ITEMS ON THE MAINTENANCE CHECKLIST SHALL INCLUDE BUT ARE
NOT LIMITED TO: (A) THE MANUFACTURER`S MANUAL FOR THE
AUTOMATIC CONTROLLER, IF THE SYSTEM IS AUTOMATIC; (B) A
SEASONAL (SPRING, SUMMER, FALL, WINTER) WATERING SCHEDULE
BASED ON EITHER CURRENT/REAL TIME EVAPOTRANSPIRATION OR
MONTHLY HISTORICAL REFERENCE EVAPOTRANSPIRATION (HISTORICAL
ET) DATA, MONTHLY EFFECTIVE RAINFALL ESTIMATES, PLANT LANDSCAPE
COEFFICIENT FACTORS, AND SITE FACTORS; (C) A LIST OF COMPONENTS,
SUCH AS THE NOZZLE, OR PUMP FILTERS, AND OTHER SUCH
COMPONENTS; THAT REQUIRE MAINTENANCE AND THE RECOMMENDED
FREQUENCY FOR THE SERVICE; AND (D) THE STATEMENT, "THIS
IRRIGATION SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE STATE AND LOCAL LAWS, ORDINANCES, RULES,
REGULATIONS OR ORDERS. I HAVE TESTED THE SYSTEM AND
DETERMINED THAT IT HAS BEEN INSTALLED ACCORDING TO THE
IRRIGATION PLAN AND IS PROPERLY ADJUSTED FOR THE MOST EFFICIENT
APPLICATION OF WATER AT THIS TIME.".
13.THE IRRIGATOR SHALL PRESENT THE IRRIGATION SYSTEM`S OWNER OR
OWNER`S REPRESENTATIVE WITH A WRITTEN WARRANTY COVERING
MATERIALS AND LABOR FURNISHED IN THE NEW INSTALLATION OF THE
IRRIGATION SYSTEM. THE IRRIGATOR SHALL BE RESPONSIBLE FOR
ADHERING TO TERMS OF THE WARRANTY. IF THE IRRIGATOR`S
WARRANTY IS LESS THAN THE MANUFACTURER`S WARRANTY FOR THE
SYSTEM COMPONENTS, THEN THE IRRIGATOR SHALL PROVIDE THE
IRRIGATION SYSTEM`S OWNER OR THE OWNER`S REPRESENTATIVE WITH
APPLICABLE INFORMATION REGARDING THE MANUFACTURER`S
WARRANTY PERIOD. THE WARRANTY MUST INCLUDE THE IRRIGATOR`S
SEAL, SIGNATURE, AND DATE. WRITTEN WARRANTY ON NEW IRRIGATION
SYSTEMS MUST SPECIFY THE IRRIGATOR`S NAME, BUSINESS ADDRESS,
AND BUSINESS TELEPHONE NUMBER(S), MUST CONTAIN THE SIGNATURE
OF THE IRRIGATION SYSTEM`S OWNER OR OWNER`S REPRESENTATIVE
CONFIRMING RECEIPT OF THE WARRANTY AND MUST INCLUDE THE
STATEMENT: "IRRIGATION IN TEXAS IS REGULATED BY THE TEXAS
COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ), MC-178, P.O. BOX
130897, AUSTIN, TEXAS 78711-3087. TCEQ`S WEBSITE IS:
WWW.TCEQ.STATE.TX.US.
14.ON ALL MAINTENANCE, ALTERATIONS, REPAIRS, OR SERVICE TO EXISTING
IRRIGATION SYSTEMS, AN IRRIGATOR SHALL PRESENT THE IRRIGATION
SYSTEM`S OWNER OR OWNER`S REPRESENTATIVE A WRITTEN
DOCUMENT THAT IDENTIFIES THE MATERIALS FURNISHED IN THE
MAINTENANCE, ALTERATION, REPAIR, OR SERVICE AND ALL APPLICABLE
WARRANTIES.
IRRIGATION - TCEQ GENERAL NOTES
1.ALL IRRIGATION EQUIPMENT TO BE USED ON THE PROJECT SHALL BE
SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL
PRIOR TO DELIVERY AND INSTALLATION.
2.ALL FITTINGS AND NECESSARY EQUIPMENT REQUIRED TO MAKE THIS
IRRIGATION SYSTEM OPERATE PROPERLY AND TO COMPLY WITH LOCAL
AND STATE CODES ARE INCIDENTAL TO THESE PLANS AND ARE THE
CONTRACTOR`S RESPONSIBILITY.
3.LATERAL LINES SHALL BE INSTALLED A MINIMUM OF 12 INCHES BELOW
FINISHED GRADE. MAIN LINES SHALL BE INSTALLED A MINIMUM OF 18
INCHES BELOW FINISHED GRADE.
4.THE CONTRACTOR SHALL LOCATE AND VERIFY EACH WATER TAP TO
WHICH THIS THE IRRIGATION SYSTEM WILL CONNECT.
5.ALL EQUIPMENT AND INSTALLATION METHODS SHALL COMPLY WITH LOCAL
AND STATE CODES AND THE PLANS AND SPECIFICATIONS.
6.CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS AND METERS
REQUIRED FOR THE FULL IMPLEMENTATION OF THE SYSTEM.
7.CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL
UTILITIES PRIOR TO INITIATING WORK CONTRACTOR WILL BE RESPONSIBLE
FOR ANY DAMAGE OR INTERRUPTION IN SERVICE CAUSED BY
EXCAVATIONS AND/OR WORK.
8.ALL REMOTE CONTROL VALVE WIRES NEED TO BE LABELED AT VALVE W/
WEATHER (WATER) PROOF LABELS, AND AT CONTROLLER WITH
CORRESPONDING LABEL.
9.SPLICING OF REMOTE CONTROL VALVE WIRES IS NOT ALLOWED BETWEEN
CONTROLLER AND VALVE BOX FOR REMOTE CONTROL VALVES, WIRES
MUST BE CONTINUOUS FROM CONTROLLER TO REMOTE CONTROL VALVE
WITHOUT SPLICING.
10.CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
11.CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY
COMPANIES IN LOCATING UTILITIES,
CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE
TO UTILITIES, LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE
APPROXIMATE, CALL 1 (800) DIG-TESS.
12.CONTRACTOR SHALL SIZE VALVE BOXES TO HOUSE THE ENTIRE ASSEMBLY
OF BACKFLOW PREVENTION, VALVE, FILTER AND PRESSURE REDUCER.
13.CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT
NECESSARY TO CONSTRUCT PROPOSED IRRIGATION SYSTEM IN
ACCORDANCE WITH PLANS, WRITTEN SPECIFICATIONS AND DETAILS.
14.PIPE SLEEVES SHOWN CROSSING EXISTING PAVING SHALL BE BORED TO
AVOID DAMAGE TO EXISTING ROADWAYS.
15.PRIOR TO A REQUEST FOR PUNCH LIST REVIEW, THE CONTRACTOR SHALL
CYCLE THE ENTIRE IRRIGATION SYSTEM, CHECK FOR/REPAIR LEAKS,
ADJUST HEAD RADII AND PATTERNS, FILL SETTLED TRENCHES, BRING
VALVE BOXES AND HEADS TO FINISH GRADE, CREATE ZONE CHART,
INSTALL GRAVEL IN VALVE BOXES, LABEL VALVES, INSTALL SENSORS,
INSTALL PROPER WIRE CONNECTORS, INSTALL UNION VALVES, AND
PROVIDE AS-BUILT DRAWINGS; SHOULD A PUNCH LIST REVIEW BE
REQUESTED AND PERFORMED PRIOR TO THESE ITEMS BEING PERFORMED,
THE CONTRACTOR SHALL PAY FOR ADDITIONAL TIME AND TRAVEL
EXPENSES REQUIRED BY THE LANDSCAPE ARCHITECT FOR A FOLLOW-UP
SITE VISIT.
IRRIGATION GENERAL NOTES
DESIGN / BUILD IRRIGATION IMPROVEMENTS FOR NEW INFIELD
LAYOUT
THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING
IRRIGATION SYSTEM TO PROVIDE FULL HEAD TO HEAD COVERAGE IN
THE NEW TURF AREAS NEXT TO THE MODIFIED INFIELD EXTENTS.
CONTRACTOR SHALL SUBMIT AN IRRIGATION PLAN SHOWING
INTENDED MODIFICATIONS TO ARCHITECT FOR REVIEW PRIOR TO
CONSTRUCTION. IRRIGATION PLAN SHALL BE SEALED BY LICENSED
IRRIGATOR IN THE STATE OF TEXAS.
THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING TO BECOME
FAMILIAR WITH THE EXISTING SYSTEM LAYOUT. IRRIGATION AS-BUILT
PLANS ARE AVAILABLE TO CONTRACTOR UPON REQUEST. EMAIL
LANDON BELL, RLA AT LGBELL@PARKHILL.COM.
REROUTE, REPAIR, OR REINSTALL EXISTING EQUIPMENT, INCLUDING
LATERAL LINES, ROTOR HEADS OR CONTROL VALVES AS REQUIRED TO
MAINTAIN FULL HEAD TO HEAD COVERAGE OF FIELDS. PROTECT
EXISTING IRRIGATION EQUIPMENT WITHIN THE LIMITS OF WORK, WHICH
IS INTENDED TO REMAIN. RE-WORKED IRRIGATION SHALL BE
INSTALLED ACCORDING TO TCEQ REQUIREMENTS.
ALL NEW IRRIGATION EQUIPMENT SHALL MATCH EXISTING EQUIPMENT.
227
Item 9.
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
A:
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City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A NDSCAPE A
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Site Details
L-501
25'-0"
A4 TYPICAL BACKSTOP SECTION
SECTION3/8"=1'-0"
SLOPE
EXISTING INFIELD FENCE
EXISTING PLAZA PAVING
EXISTING BACKSTOP WALL
INFIELD
NEW HOME PLATE SET
AT 25'-0" FROM BACKSTOP
REF. B4/L-501
C4 SCOREBOARD - BASIS OF DESIGN - MODEL BA-2518
NOT TO SCALE
SCOREBOARD CONTROL OPTIONS
·HARDWIRED.
·NEW PERMANENT CONTROLLERS TO REPLACE
EXISTING PERMANENT CONTROLLERS AT
BACKSTOPS.
B4 CONCRETE CURB
SECTION1"=1'-0"
8"
6"
EXISTING PLAZA
PAVING (2) #4 BARS CONT.
1/2" X 6" LONG DIAMOND
DOWELS AT 18" O.C. DRILL
AND EPOXY DOWELS INTO
EXISTING PAVEMENT
1"
EXISTING INFIELD
FENCE POST
4000 PSI CONCRETE CURB
A5 FOUL POLE
1/2"=1'-0"L_FOUL_POLE
30"
5'
-
0
"
3" TYP.
4"
T
Y
P
.
2"
M
I
N
.
DIA.
CONC.
FOOTING
(8) #6 BARS W/ #3 SPIRAL STIRRUPS
@ 12" O.C.
NOTE:
FINISH GRADE, SEE CIVIL
SLOPE TOP OF CONCRETE
AT 1/4" PER FOOT AWAY
FROM FOUL POLE
FOUL POLE AS SPECIFIED
CARRIAGE BOLT
AND NUT (HDG)
TRUSS ROD
RAIL END
COMBINATION
BRACE RAIL
SLEEVE CONNECTOR
RAIL END
TENSION BAND
TENSION BAR
CORNER POST
LINE POST
BRACE BAND
DOME CAP
BRACE BAND
TENSION BAND
TERMINAL POST
C2 TYPICAL FENCE COMPONENTS ( DIAGRAMATIC )
NOT TO SCALE L_TYP_CHAIN_LINK_FENCE_TOP_RAIL
TRUSS ROD
TIGHTENER
BRACE BAND
RAIL END
RAIL END
6"
F F
S
C1 CHAIN LINK OUTFIELD FENCE - TYP
1/4"=1'-0"FN_CHN_LINK_TYP
TERMINAL/
END POST
BOTTOM RAIL
END POST LINE POST
D
H
=
6
'
-
0
"
FINISH
GRADE
LINE POST
TRUSS ROD
AT ALL END
POSTS
TOP RAIL
NOTE:
ALL CHAINLINK FENCE IS TO
BE GALVANIZED AS SPECIFIED.
CHAIN LINK FENCE DATA (TYPE I -
ASTM F1083-06 REG GRADE PIPE)
H = FENCE HEIGHT 6'-0" TO MATCH
EXIST.
END/TERMINAL
POST SIZE
2 3/8" OD SCH 40
LINE POST SIZE 1 7/8" OD SCH 40
TOP AND BOTTOM
RAIL
1 5/8" OD SCH 40
MIDDLE RAIL N/A
D = FOOTING DEPTH 3'-6"
F = FOOTING
DIAMETER
1'-0"
S = POST SPACING 8'-0" MAX OR AS
SPEC'D
MESH SIZE 2"
FABRIC GAUGE 9
B2 SIDEWALK CONNECTION AT EXISTING SIDEWALK
1/8"=1'-0"PVMT_SDWK_CONN_EX_SDWK
EXISTING SIDEWALK
TO REMAIN
EXISTING SIDEWALK
TO REMAIN
SAWCUT AT NEAREST
EXISTING JOINT
EXISTING
SIDEWALK TO
BE REMOVED
A1 5" THICK CONCRETE PEDESTRIAN PAVING
3/4"=1'-0"CONC_PVMT_TYP_JNT_DET
T
1/
2
"
M
A
X
.
VARIES - REF PLANS1/
2
T
2"
D
E
E
P
ENLARGED TYPICAL JOINT SEALANTSEALED ISOLATION JOINTCONCRETE PEDESTRIAN PAVING TOOLED CONTRACTION JOINT
PAVING MEDIUM BROOM
FINISH PERPENDICULAR
TO TRAFFIC UNLESS
OTHERWISE NOTED
#4 BARS TYP @ 18 OCEW
FINISH GRADE
RE: GRADING PLANS
COMPACTED SUBGRADE
COMPACTED TO 95%
STANDARD DENSITY
TYP CONC PAVING
TYP 1/4'' TOOLED
RADIUS EDGE
TYP 1/4'' TOOLED
RADIUS EDGE
SEE ISOLATION
JOINT DETAIL
TYP CONC PAVING
1/2" ISOLATION JOINT MATERIAL
W/ 1" JOINT SEALER ABOVE,
COLOR TO MATCH ADJACENT
PAVING. WIDTH TO DEPTH
RATIO OF JOINT SEALANT
TO BE PER MANUF
RECOMMENDATIONS
TYP 1/4'' TOOLED
RADIUS EDGE
TYP CONC OAVING
FOAM BACKER ROD
PREMOLDED EXP JT
FILLER AS SPEC'D
NOTE:
ALL SIDEWALK PAVING IS
TO BE 5" THICK T=THICK.
EXISTING
SIDEWALK
( 4'' OR LESS )
5/8'' EXPANSION JOINT W/
1/2'' JOINT SEALER ABOVE
SIDEWALK REINF
5'' CONC
SIDEWALK
#3 BARS @ 18'' OCEW
12''
LAP
12''6''
MAX3"
5"
B1
UNDERCUT HEADER TO EXISTING
CONCRETE SIDEWALK
1/2"=1'-0"PVMT_CONC_SDWALK_CONN
228
Item 9.
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN
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City of Sanger
2201 S. Stemmons
Sanger, TX 76266
8156.22
-10/21/2022 Issue for Bid
REGISTER E D L A N DSCAPE A
RC
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52
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10/21/2022
Site Details
L-502A3ACCESSIBLE MARKINGS
NO SCALE
R4"
24
"
3"
2
12"
4"
2"
5"
1 3 4"
R
1
2
"
R
1
6
"
4"
4"
2 1 2"
16"13 14"
2
3
4"
5
12"
5 12"
1.DIMENSIONS OF LIMIT LINES, AISLE MARKINGS, AND SYMBOL (WITH OR
WITHOUT BACKGROUND) MAY VARY + 10%.
2.PAVEMENT MARKING SYMBOLS (WITH BACKGROUND):
2.1.ARE REQUIRED UNLESS STATED ELSEWHERE IN THE PLANS,
2.2.SHOULD BE PLACED TOWARD THE FAR END OF THE PARKING SPACES
SO AS TO BE VISIBLE TO MOTORISTS IN THE TRAVEL LANE,
2.3.MAY BE PAINTED OR PREFABRICATED MATERIAL, AND
2.4.SHALL BE 48" x48" MINIMUM.
3.WITH APPROVAL OF THE ENGINEER, PREFABRICATED PAVEMENT
MARKING SYMBOLS WITH BACKGROUND OF OTHER DIMENSIONS
EXCEEDING THE 48" x 48" MINIMUM MAY BE USED. ALTERNATIVE
DESIGNS SHALL INCLUDE A PROPORTION SIZED SYMBOL OF
ACCESSIBILITY, AND SHALL CONFORM TO THE ILLUSTRATED COLORS
FOR BACKGROUND, SYMBOL AND BORDER.
4.ALL PARKING SPACE LIMIT LINES SHALL BE 4" SOLID WHITE LINES.
5.AISLE MARKINGS SHOWN ARE EXAMPLES ONLY. OTHER METHODS TO
INDICATE A NO PARKING AREA ARE ACCEPTABLE. AISLE MARKINGS
SHALL BE WHITE.
6.AN R7-8 SIGN:
6.1.SHALL BE REQUIRED FOR EACH ACCESSIBLE PARKING SPACE,
6.2.SHALL NOT BE PLACED BETWEEN TWO ACCESSIBLE PARKING
SPACES,
6.3.SHALL NOT BE PLACED IN A LOCATION THAT RESTRICTS MOVEMENT
OF WHEELCHAIRS WITHIN THE ADJACENT SIDEWALK, AND
6.4.SHALL HAVE A MINIMUM MOUNTING HEIGHT OF 7 FEET. IF MOUNTED
TO WALL OR LOCATED SO AS NOT TO BE NEAR PEDESTRIAN TRAFFIC
MINIMUM MOUNTING HEIGHT MAY BE 7 FEET.
7.POST MOUNTED SIGNS SHOULD BE PLACED APPROXIMATELY 1 FOOT
(OR GREATER) BEHIND THE CURB TO PREVENT DAMAGE FROM VEHICLE
OVERHANG.
8.SIGNS MAY BE MOUNTED DIRECTLY TO AN ADJACENT WALL OF A
BUILDING WHEN POST MOUNTING IS IMPRACTICAL.
ACCESSIBLE MARKINGS NOTE
A1 ACCESS AISLE MARKING
NO SCALE
MATCH EXISTING ADA STANDARD
NO LESS THAN 5' AND 11' AT VAN STALLS
MA
T
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H
E
X
I
S
T
I
N
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/
A
D
A
S
T
A
N
D
A
R
D
45°
24"
C
-
C
NOTES:
A.STRIPES SHALL BE 4" WIDE WHITE
PAINT.
B.PAINT "NO PARKING" CENTERED IN
EVERY ACCESS AISLE ADJACENT
TO AN ACCESSIBLE PARKING
SPACE.
C.ALL CAPITAL LETTERS
D.LETTER HEIGHT SHALL BE 12", WITH
A STROKE WIDTH OF 2"
E.LETTERS SHALL BE RED PAINT
5'-0" ABOVE
FIN GRADE
1'
-
6
"
1'-0"
A2 STANDARD SIGNAGE ELEVATION
NO SCALE
1"
4"
EXISTING METAL SIGN
VIOLATORS
SUBJECT TO
FINE AND
TOWING 4'-0" ABOVE
FIN GRADE
12
'
'
VIOLATORS
SUBJECT TO
FINE AND
TOWING
212"
212"
1"
1"
1"
1"
1"
1"
1"
B1 SIGN DIMENSIONS
NO SCALE
12''
METAL SIGN PANEL
GREEN LETTERS
& BORDER
WHITE
1 1/2" RAD
NO
PARKING
VAN ACCESSIBLE
RESERVED
PARKING
1'-0"
1'
-
6
"
4"
6"
1"
2"
1"
2"
2"
3
4"
3
8"
B2 SIGN DIMENSIONS
NO SCALE
METAL SIGN PANEL
GREEN LEGEND &
BORDER
WHITE
BACKGROUND
WHITE SYMBOL
ON BLUE
BACKGROUND
1/2" RAD
ONLY AT DESIGNATED
PARKING SPACES
1 1/2" RAD
SYMBOL & BORDER: WHITE
BACKGROUND: BLUE
SYMBOL BLUE OR WHITE
B3 SYMBOL OF ACCESSIBILITY
NO SCALE
EXISTING PIPE
4'
-
6
"
3"
3"
4'-6"3'' GRID ( USE FOR SYMBOL
PATTERN LAYOUT ONLY )
PAINT BACKGROUND
BLUE ( TYP )
PAINT SYMBOL WHITE
(TYP )
INSTALL NEW ADA SIGN
PER B1 THIS SHEET ON
EXISTING POST
INSTALL NEW ADA SIGN
PER B2 THIS SHEET ON
EXISTING POST AS
NEEDED
229
Item 9.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Waylan Rhodes, Chief of Police
AGENDA ITEM: Consideration and possible action on contract with All American Dogs for animal
control services.
SUMMARY:
All American Dogs will provide unlimited field service calls per month in this all-inclusive contract.
Routine service calls will be answered between the hours of 8:00AM and 5:00PM Monday through
Friday. Non-emergency service calls (Weekdays after 5:00PM until 8:00AM next day and weekends)
will be billed separately at $225.00 per call.
All American Dogs will provide monthly reports, complete animal bite reports verify rabies and
vaccinations and respond to and oversee proper quarantine procedures as set forth by state law;
dead animal removal and impoundment and boarding. Respond to loose livestock, animal cruelty
and neglect calls and provide public education to citizens.
All American Dogs will provide its complete line of Animal Related Services to the residents of Sanger
as individual clients at no other cost to the city. Such services include, but are not limited to:
Emergency Animal Ambulance Services, Pet Transportation & Taxi Services, Lost Pet Recovery
Services, Deceased Pet Removal, Cremation, and Burial Services, Nuisance Wildlife Rescue & Control,
Pet Insurance Programs, Escape Prevention.
Current contract with All American Dogs is for part-time services and includes after hours;
weekends, holidays and during ACO employee absence. This cost is in addition to the current
Animal Control budgeted expenses. The proposed contract provides for unlimited field service calls
per month in this all-inclusive contract and allows for staff reduction.
2022-2023 Animal Control Budget is $149,000.00.
Annual Full-Service contract with All American Dogs is $85,920.00.
Current vehicle to be transferred to All American Dogs for $9,000.00 in contract credit with
valuation determined by Kelly Blue Book value of $9,000.00.
First year cost for full services is $106,770.00.
First year savings is $42,830.00.
Annual Savings is $63,680.00.
FISCAL INFORMATION:
Annual fee of $85,920.00
One-timeme infrastructure fee of $29,850.00 less $9,000.00 for vehicle for a total of $20,850.00.
RECOMMENDED MOTION OR ACTION:
Staff recommends contract approval.
ATTACHMENTS:
Proposed Full Time Animal Control Services Agreement between the City of Sanger and All American Dogs.
230
Item 10.
12860 Tischler Rd. Pilot Point TX 76258 (972) 382-DOGS
THIS AGREEMENT (hereinafter referred to as the “Agreement”) is made and entered into by
Robert Matthews, a private contractor, d/b/a/ All American Dogs,(hereinafter referred to as
“AAD”) and the City of Sanger, Texas, a municipal corporation (hereinafter referred to as
“Sanger” or the “City”.
RECITALS
WHEREAS, Sanger is desirous of providing for residents and businesses with full-time animal
control services, and
WHEREAS, AAD is desirous of furnishing full-time animal control services to Sanger, and
WHEREAS, the parties hereto desire to enter into this Agreement to provide animal control
services at the highest level possible to Sanger in accordance with the terms and conditions set
forth herein, and
WHEREAS, all payments to be made hereunder shall be made from current revenues available
to the paying party, and
WHEREAS, the parties have concluded that this Agreement fairly compensates the performing
party for the services being provided hereunder, and is in the best interest of each party.
NOW THEREFORE, IN CONSIDERATION OF THE MUTUAL PROMISES AND
CONSIDERATION PROVIDED FOR HEREIN, THE RECEIPT AND SUFFICIENCY
OF WHICH ARE HEREBY CONFIRMED, THE PARTIES HERETO AGREE TO THE
FOLLOWING:
Section 1: All matters stated above in the preamble are found to be true and correct and are
incorporated herein by references as if copies in their entirety.
Section 2: Term: This Agreement shall commence on October 1, 2022. This is an Auto
renewing contract. Any changes in the terms and conditions, shall require the
approval of the governing body of Sanger and AAD.
Section 3: Scope of Services: AAD hereby agrees to provide Sanger the following
services, personnel, and facilities:
a. Patrol Services: AAD will provide a minimum of one (1), two (2) hour patrol
per week for the enforcement of ordinances set forth in the animal control ordi-
nance and any amendments.
231
Item 10.
b. Service Calls: AAD will provide unlimited field service calls per month in this
all inclusive contract.
Routine service calls will be answered between the hours of 8:00AM and
5:00PM Monday through Friday. Only emergency calls for service will be an-
swered after these hours. Routine service calls must be viable calls which the
animal control officer (hereinafter referred to as “ACO”) will be able to provide
an immediate proper disposition. Some examples of viable service calls include,
but are not limited to:
A contained stray animal which the ACO is guaranteed to impound;
A deceased domestic animal in the roadway;
A complaint which requires immediate ACO intervention.
Non-emergency service calls (Weekdays after 5pm until 8am next day and
weekends) will be billed separately at $225 per call. Examples would be cat in
a tree or deceased animal not impeding traffic.
Emergency service calls will be answered 24 hours a day, 7 days a week and
include the following:
An injured domestic animal when the owner is not known or present;
A domestic animal bite to a human when the owner is not known or present;
Loose livestock in the roadway causing a hazard to motorists,
A domestic animal which has or is showing aggressive or dangerous tendencies.
An officer from the Sanger Police Department or their designate must respond
prior to any emergency call to confirm the need for an ACO.
c. Monthly Reports: AAD will supply a monthly report to the City Secretary of
Sanger. The report shall summarize all animal control activity within the City
borders from the previous month.
d. Animal Bites: An ACO will make an incident report and have the animal’s
owner verify that rabies vaccinations are current. An ACO will respond and
oversee proper quarantine procedures as set forth by state law.
e. Dead Animal Removal: AAD agrees to provide removal of dead animals, ex-
cluding livestock, on any public property and on private property when an ani-
mal owner is unidentified within the limits of Sanger. In the event of dead live-
stock, AAD may contract an outside resource to provide removal services at the
further expense of the City. In the event the owner of a deceased animal is iden-
tified, AAD will charge said owner a fee for any removal of dispositioning ser-
vices.
f. Impoundment and Boarding: An ACO is authorized to capture and impound
any animal upon having probable cause to believe the animal to be in violation
of any provision of the animal control ordinance or state law, which authorizes
or requires the animal’s capture and impoundment. The ACO will notify the City
232
Item 10.
Secretary or designee of the City as soon as possible regarding any animal im-
pounded. AAD shall collect and retain any impoundment fees from the enforce-
ment of this ordinance.
If, by identification tag, the owner of an impounded animal can be identified,
the ACO will make every attempt to return the animal to its home and notify the
owner of any violations witnessed by the ACO. Written warnings and/or cita-
tions may be issued to owners of said animal.
All impounded animals shall be kept for not less than five (5) days by AAD.
After this period of time, the animal shall be released to a humane organization,
placed for adoption, or humanely destroyed at the discretion of AAD. No record
shall be kept by the City as to the disposition of an animal after release is made
to the facility.
Any animal, whether licensed or unlicensed, which in the professional judgment
of AAD and its employees, is in great pain and suffering due to injury from
which the animal probably will not recover, and/or which is at large and is pos-
ing an imminent danger to human beings or to other animals, may be destroyed
by the ACO on scene in a humane manner.
The ACO may impound any animal which, in the professional opinion of the
ACO, appears to be rabid, or is showing the clinical signs of rabies. The ACO
will provide humane euthanasia so that the animal may be submitted to the Texas
Department of Health for proper rabies testing.
g. Loose Livestock: AAD will respond to calls on loose horses, cattle, pigs, or
ruminants by containing the animal(s) and then notifying the owner (if possible)
to claim the animal(s) and/or the Denton County Sheriffs Department to provide
impoundment applicable to state laws.
h. Animal Cruelty and Neglect Calls: AAD will respond to animal cruelty or ne-
glect calls and take appropriate actions according to state law. A City police
officer may be called to assist the ACO on any such call.
i. Education: AAD will provide information to residents on pet responsibility, lo-
cal and state animal control laws, rabies and coping with wildlife issues. Pro-
fessional advice will be given to solve most animal related problems.
j. Other Services: The City of Sanger agrees to allow AAD to provide its complete
line of Animal Related Services to the residents of Sanger as individual clients
at no other cost to the City. Such services include, but are not limited to:
Emergency Animal Ambulance Services
Pet Transportation & Taxi Services
Lost Pet Recovery Services
Deceased Pet Removal, Cremation, and Burial Services
Nuisance Wildlife Rescue & Control
233
Item 10.
Pet Insurance Programs
Escape Prevention
The resident would be considered a client of AAD and would be solely respon-
sible for any fees incurred.
k. 24 Hour Information Line: AAD currently operates on a 24 hour basis and main-
tains that our phone lines are answered 24 hours a day, 7 days a week to provide
callers with helpful information as to their pet related needs. Any resident from
the City of Sanger nay take advantage of this 24 hour service so that AAD may
better assist their individual needs.
l. Schedule of Fees: These fees shall be charged to the residents of Sanger. The
City is not responsible for these fees:
Animal Impoundment Fee: $75.00 each impoundment
Boarding Fee: $10 per day or portion thereof
Registration Fee: $5.00 per domestic pet
Trapping Fee: $75 per animal removed
These fees may be changed upon approval of the governing body of Sanger upon
adoption or a change of City Ordinance.
Section 4: City of Sanger’s Obligations: Sanger agrees to perform the following:
Pay an all inclusive yearly fee of $85,920.00 for all animal control patrol and
services for the duration of the contract (12 months). Payments will be made
monthly to AAD in the amount of $7,160.00.
Infrastructure Fee: $29,850.00. This fee will be reduce $9,000.00 for the pur-
chase of the City of Sanger animal control truck. The title will be transferred
into AAD’s name upon the signing of this contract. The infrastructure amount
to be paid to AAD will be 20,850.00.
The addition of new homes to the City of Sanger: Each new home will add
$2.14 per month to the contract. The new homes will be added in blocks of 25
on a quarterly basis.
In the event no new homes are added during the calendar year the contract will
increase by the CPI (consumer price index), which is typically 3.5 %.
All inclusive fees do not include the following situations:
Quarantine fees as required by Texas Department of Heath when an owner is
not known or available;
234
Item 10.
Specimen shipment fees on applicable animals;
Medical & veterinary fees as needed.
Any fees not covered under the all inclusive contract must be approved by the
Chief of Police.
Section 5: Revenues Retained: City shall retain all fines, forfeitures, etc. that may be gen-
erated by performing ordinance enforcement duties within the City’s boundary.
Section 6: Termination:
a. This Agreement may be terminated at any time, by either party, giving thirty
(30) days written notice to the other party to the addresses proved herein. In the
event of such termination by either party, AAD will be compensated for all ser-
vices performed to termination date, which will be the date one (1) month after
the date of the notice of termination, together with any payments then due and
as authorized by this Agreement.
b. If the City fails to make payment to AAD within fifteen (15) days after the date
of billing for any invoiced amounts, AAD will suspend services to Sanger and
identify a date on which the services will be suspended and will notify City Hall
by telephone and in writing of the date services will be suspended.
c. Failure of AAD to furnish any services under this Agreement, the City shall have
the right to make appropriate reduction in any fee paid (as determined by mutual
agreement of the parties) or terminate this Agreement by giving proper notice
Section 7: Notice and Payments: All written notices, payments, or refunds shall be sent to
the following addresses:
All American Dogs City of Sanger
12860 Tischler Rd. 502 Elm St. P.O. Box 1729
Pilot Point, TX 76258 Sanger, TX 76266
Section 8: Dispute Resolution: In order to ensure an effective relationship between the
parties and to provide the best possible services, it is mutually agreed that all
questions arising under this Agreement shall be handled and resolved between
the Mayor and the owner of AAD.
Section 9: Jurisdiction: By this Agreement, Sanger grants full and complete authorization
and jurisdiction to AAD for all services provided by AAD as contained in this
Agreement. Said jurisdiction shall apply to the city limits of Sanger.
Section 10: Venue: Venue for any legal dispute arising pursuant to this Agreement shall be
in Denton County, Texas.
235
Item 10.
Section 11: Supervision/Certification: At all times during the term of this Agreement, all
Animal Control Officers shall be under the supervision and control of a repre-
sentative AAD. Also, all officers shall be certified in their respective areas of
expertise to carry out their duties. All Animal Control vehicles shall be properly
marked and identified. ACO vehicles shall be considered as Authorized Emer-
gency Vehicles in accordance with the Uniform Traffic Code.
Section 12: Performance: Both parties mutually agree that AAD is an independent contrac-
tor, and shall have exclusive control of performance hereunder, and that employ-
ees of AAD in no way are to be considered employees of the City.
Section 13: Indemnification: AAD agrees to hold harmless, save and indemnify the City and
its Officers for any an all claims for damages, personal injury and/or death that
may be asserted against Sanger arising from AAD negligence or its performance
hereunder, save and except intentional acts of gross negligence by Sanger. The
foregoing notwithstanding, the parties hereto reserve the right to all available
legal defenses and all protections and limitations of liability provided by the
Texas Tort Claims Act and the Texas Constitution relative to these parties. The
provisions of this indemnification are solely for the benefit of the parties hereto
and not intended to create or grant any rights, contractual or otherwise, to any
other person or entity.
Section 14: Insurance: AAD agrees to procure and maintain, at a minimum, $1,000,000
liability insurance policy providing coverage against any and all claims for per-
sonal injury or property damage arising out of acts, errors, or omissions of AAD,
its officers, employees, or agents under or pursuant to this Agreement. The City
shall be named as a certificate holder and shall be notified if this policy is can-
celled for any reason.
IN WITNESS WHEREOF, we have hereunto set out hands this the ____ day of ________,
2022 in the duplicate originals.
All American Animal Control City of Sanger
_________________________ _______________________
By: Robert M. Matthews, Jr. By:
Attest: Attest:
_________________________ _______________________
By: Witness By: City Secretary
236
Item 10.
237
Item 10.
CITY COUNCIL COMMUNICATION
DATE: November 7, 2022
FROM: Casey Welborn, Fire Marshal
AGENDA ITEM: Consideration and possible action to purchase a Fire Apparatus, Ladder Truck in
the amount of $1,793,532.00 through an Interlocal Purchasing Agreement with
HGAC and authorizing the City Manager to execute all necessary documentation.
SUMMARY:
The City is purchasing the Fire Apparatus, Ladder Truck on an Interlocal Purchasing Agreement
with HGAC which provides for procuring purchases in accordance with procedures governing
competitive bids and competitive proposals.
The addition of this type of apparatus will allow the Fire Department to provide an elevated water
stream for multi-story buildings and provide access to the roofs of structures increasing the safety
of Firefighters.
The specifications for this apparatus will include a bucket allowing for safer rescues.
Estimated delivery of the apparatus 400 days.
FISCAL INFORMATION:
Budgeted: YES Amount: $1,793,532.00 GL Account: 001-24-6130
By signing the Intent to Purchase the City will secure the cost of the apparatus.
RECOMMENDED MOTION OR ACTION:
Staff recommends approval of this purchase utilizing the Interlocal Purchasing Agreement with HGAC.
ATTACHMENTS:
Proposal
MMP Drawing
238
Item 11.
“The Apparatus Specialists”
Apparatus Specialists, Inc.
514 Michigan / South Houston, Texas 77587 / (713) 692-0911 / (713) 692-1591 fax
PROPOSAL
Monday, October 31, 2022
Sanger Fire Department
Chief Pennington
201 Elm St
Sanger, TX 76266
The undersigned is prepared to furnish for you, upon an order being placed by you, for final
acceptance by Metro Fire Apparatus Specialists, Inc at its office in Houston, Texas the apparatus
and equipment herein named and for the following prices:
One (1) Spartan 100’ Mid-Mount Platform on a Gladiator Chassis and equipment as specified:
Pumper Price $1,791,532.00
HGAC Fee $2000
TOTAL $1,793,532.00
No State, Federal or local taxes included
The apparatus and equipment are to be supplied and shipped in accordance with the specifications
and approvals by the Sanger Fire Department. Delays due to strikes, war or other causes beyond
our control not preventing, within 400 calendar days after receipt of a signed change order A.
The completed apparatus will be delivered to you at:
Sanger Fire Department
Sanger, Texas
The specifications herein contained shall form a part of the final contract, and are subject to
changes desired by the Sanger Fire Department. The proposal specifications are supplied for
construction purposes. Any additions and/or changes to the enclosed specifications shall be
generated and/or approved by the Sanger Fire Department, and accepted by Metro Fire Apparatus
Specialists, Inc.
Unless accepted within 45 days from this date, Metro Fire Apparatus Specialists, Inc. reserves
the right to withdraw this proposal.
TERMS: By Brian Cudaback
Brian Cudaback – Apparatus Manager
Payment due upon delivery and acceptance
of completed apparatus.
239
Item 11.
DIESEL FUEL
5" AERIAL INLET
PROPOSAL
240
Item 11.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 1
VENDOR SET: 99 City of Sanger
BANK: * ALL BANKS
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
C-CHECK VOID CHECK V 9/06/2022 081196
37500 CROWN AWARDS
37500 CROWN AWARDS
C-CHECK CROWN AWARDS VOIDED V 9/06/2022 081204 806.55CR
C-CHECK VOID CHECK V 9/06/2022 081211
C-CHECK VOID CHECK V 9/13/2022 081246
C-CHECK VOID CHECK V 9/13/2022 081248
37360 RANGELINE UTILITY SERVICES, LL
37360 RANGELINE UTILITY SERVICES, LL
C-CHECK RANGELINE UTILITY SERVICVOIDED V 9/13/2022 081273 58,846.00CR
C-CHECK VOID CHECK V 9/21/2022 081293
C-CHECK VOID CHECK V 9/21/2022 081294
C-CHECK VOID CHECK V 9/21/2022 081295
C-CHECK VOID CHECK V 9/21/2022 081296
C-CHECK VOID CHECK V 9/21/2022 081305
C-CHECK VOID CHECK V 9/26/2022 081341
C-CHECK VOID CHECK V 9/26/2022 081379 C
* * T O T A L S * * NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT
REGULAR CHECKS: 0 0.00 0.00 0.00
HAND CHECKS: 0 0.00 0.00 0.00
DRAFTS: 0 0.00 0.00 0.00
EFT: 0 0.00 0.00 0.00
NON CHECKS: 0 0.00 0.00 0.00
VOID CHECKS: 13 VOID DEBITS 0.00
VOID CREDITS 59,652.55CR 59,652.55CR 0.00
TOTAL ERRORS: 0
NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT
VENDOR SET: 99 BANK: * TOTALS: 13 59,652.55CR 0.00 0.00
BANK: * TOTALS: 13 59,652.55CR 0.00 0.00
241
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 2
VENDOR SET: 99 City of Sanger
BANK: EMP B EMPLOYEE BENEFIT FUND
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
30790 EYEMED R 9/06/2022 000744 C 636.53
35860 UNITED HEALTHCARE INSURANCE CO R 9/06/2022 000745 C 57,954.16
10610 LEADERSLIFE INS. COMPANY R 9/21/2022 000746 C 73.66
36120 LIFE INSURANCE COMPANY OF NORT R 9/21/2022 000747 C 1,273.80
* * T O T A L S * * NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT
REGULAR CHECKS: 4 59,938.15 0.00 59,938.15
HAND CHECKS: 0 0.00 0.00 0.00
DRAFTS: 0 0.00 0.00 0.00
EFT: 0 0.00 0.00 0.00
NON CHECKS: 0 0.00 0.00 0.00
VOID CHECKS: 0 VOID DEBITS 0.00
VOID CREDITS 0.00 0.00 0.00
TOTAL ERRORS: 0
NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT
VENDOR SET: 99 BANK: EMP BTOTALS: 4 59,938.15 0.00 59,938.15
BANK: EMP B TOTALS: 4 59,938.15 0.00 59,938.15
242
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 3
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
00100 TMRS E 9/06/2022 000324 C 56,089.71
08120 ICMA-RC E 9/09/2022 000325 C 2,175.96
24050 AEP ENERGY PARTNERS, INC E 9/13/2022 000326 C 490,142.66
34490 HALFF ASSOC INC E 9/13/2022 000327 C 14,253.55
08120 ICMA-RC E 9/23/2022 000328 C 2,150.96
00440 BRAZOS ELECTRIC E 9/21/2022 000329 C 10,310.07
02910 UPPER TRINITY E 9/21/2022 000330 C 30,014.79
34490 HALFF ASSOC INC E 9/21/2022 000331 C 85.39
35680 TAKNEK LLC E 9/21/2022 000332 C 11,240.00
37710 WILSON & COMPANY, INC., ENGINE E 9/29/2022 000333 C 27,350.00
22640 INTERNAL REVENUE SERVICE D 9/09/2022 000425 C 46,604.75
14210 OFFICE OF THE ATTORNEY GENERAL D 9/09/2022 000426 C 1,304.30
00600 CITY OF SANGER D 9/13/2022 000427 C 35,886.28
22640 INTERNAL REVENUE SERVICE D 9/23/2022 000428 C 45,770.14
14210 OFFICE OF THE ATTORNEY GENERAL D 9/23/2022 000429 C 1,304.30
11690 PITNEY BOWES - RESERVE ACCOUNT D 9/09/2022 000430 C 300.00
22640 INTERNAL REVENUE SERVICE D 9/23/2022 000432 C 175.96
30600 TASC D 9/09/2022 000433 O 1,477.48
26320 TRUST-CITY OF SANGER EMPLOYEE D 9/30/2022 000440 C 61,820.46
01480 LAURA'S LOCKSMITH V 5/23/2022 080438 345.00
01480 LAURA'S LOCKSMITH
01480 LAURA'S LOCKSMITH
M-CHECK LAURA'S LOCKSMITH UNPOST V 9/28/2022 080438 C 345.00CR
243
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 4
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
1 OPENDOOR LABS INC R 9/06/2022 081186 C 58.67
1 WATERS, LUCY C R 9/06/2022 081187 C 67.12
1 MCCLINTOCK HOMES LLC R 9/06/2022 081188 C 4.15
1 FOURNIER, SANDRA A R 9/06/2022 081189 C 18.35
28710 AFFORD-IT TIRES R 9/06/2022 081190 C 20.00
09600 AFLAC R 9/06/2022 081191 C 1,873.96
25070 ALL AMERICAN DOGS INC R 9/06/2022 081192 C 4,080.00
ALTEC ALTEC INDUSTRIES, INC R 9/06/2022 081193 C 737.36
00420 BOUND TREE MEDICAL, LLC R 9/06/2022 081194 C 191.50
22300 CARD SERVICE CENTER R 9/06/2022 081195 C 4,660.27
03110 CARDINAL TRACKING INC. R 9/06/2022 081197 C 1,035.00
37400 CHRISTMAS DESIGNERS.COM LLC R 9/06/2022 081198 C 3,372.00
00590 CITY OF DENTON R 9/06/2022 081199 C 220.00
07850 CLEAT R 9/06/2022 081200 C 27.70
33030 COMMERCIAL TOOL & EQUIPMENT SE R 9/06/2022 081201 C 553.58
00650 CONTINENTAL RESEARCH CORP R 9/06/2022 081202 C 537.62
08880 COOPER'S COPIES R 9/06/2022 081203 V 772.20
37500 CROWN AWARDS V 9/06/2022 081204 806.55
37500 CROWN AWARDS
37500 CROWN AWARDS
M-CHECK CROWN AWARDS VOIDED V 9/06/2022 081204 C 806.55CR
33890 EDP BEST PRACTICES, LLC R 9/06/2022 081205 C 4,000.00
34680 EHV SOLUTIONS, LLC. R 9/06/2022 081206 C 3,332.00
244
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 5
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
08420 EMBLEM ENTERPRISE INC R 9/06/2022 081207 C 133.74
34670 FREEDOM COMMERCIAL SERVICES, L R 9/06/2022 081208 C 250.00
18790 FUELMAN R 9/06/2022 081209 C 3,547.69
01070 GALLS INC. R 9/06/2022 081210 C 1,819.91
28820 GLENN POLK AUTOPLEX INC R 9/06/2022 081212 C 1,632.32
34600 GREEN EAGLE GARAGE DOOR CO - R R 9/06/2022 081213 C 375.00
07750 HOME DEPOT CREDIT SERVICES R 9/06/2022 081214 C 969.57
36820 HOSE TECH USA R 9/06/2022 081215 C 413.85
34700 IDEXX DISTRIBUTION, INC. R 9/06/2022 081216 C 271.34
01240 INLAND TRUCK PARTS, INC. R 9/06/2022 081217 C 14.00
03530 JAMES WOOD AUTOPARK, INC. R 9/06/2022 081218 C 353.29
23760 KEEPITSAFE, INC.-LIVEVAULT R 9/06/2022 081219 C 1,380.00
36460 KIMLEY-HORN & ASSOCIATES R 9/06/2022 081220 C 33,367.40
08210 KWIK KAR R 9/06/2022 081221 C 147.46
31540 TLMC INC / LIBERTY MARKETING C R 9/06/2022 081222 C 689.50
37320 MESSER, FORT & MCDONALD, PLLC R 9/06/2022 081223 C 512.00
34760 MILES RICHIE R 9/06/2022 081224 C 450.00
04140 MOTOROLA SOLUTIONS R 9/06/2022 081225 C 15,218.68
08690 O'REILLY AUTO PARTS R 9/06/2022 081226 C 37.40
02970 OFFICE DEPOT R 9/06/2022 081227 C 757.25
36920 PARKHILL SMITH & COOPER, INC. R 9/06/2022 081228 C 2,750.00
35740 PATTERSON PROFESSIONAL SERVICE R 9/06/2022 081229 C 6,000.00
245
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 6
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
37360 RANGELINE UTILITY SERVICES, LL R 9/06/2022 081230 C 1,620.00
25020 SANGER HARDWARE R 9/06/2022 081231 C 25.98
02370 SHERWIN WILLIAMS R 9/06/2022 081232 C 141.86
36870 SOUTHERN PETROLEUM LABORATORIE R 9/06/2022 081233 C 290.40
02690 TECHLINE, INC. R 9/06/2022 081234 C 12,793.15
34220 UNIFIRST CORPORATION R 9/06/2022 081235 C 85.68
11430 USA BLUEBOOK, INC. R 9/06/2022 081236 C 723.27
36380 ZERO9 SOLUTIONS LTD R 9/06/2022 081237 C 542.30
33300 HSA BANK R 9/09/2022 081238 C 1,591.83
15830 SANGER EDUCATION FOUNDATION IN R 9/09/2022 081239 C 2.50
14470 UNITED WAY R 9/09/2022 081240 C 5.00
28710 AFFORD-IT TIRES R 9/13/2022 081241 C 1,300.00
23490 BOUND TO STAY BOUND BOOKS INC R 9/13/2022 081242 C 451.11
00420 BOUND TREE MEDICAL, LLC R 9/13/2022 081243 C 397.48
27670 BROOKSWATSON & COMPANY, PLLC R 9/13/2022 081244 C 5,000.00
23880 BUREAU VERITAS NORTH AMERICA, R 9/13/2022 081245 C 2,800.00
22300 CARD SERVICE CENTER R 9/13/2022 081247 C 4,686.16
03730 COLLIN COLLEGE, COURTYARD CENT R 9/13/2022 081249 C 70.00
00800 COSERV ELECTRIC R 9/13/2022 081250 O 3,794.01
23620 COTE'S MECHANICAL R 9/13/2022 081251 C 626.00
21460 DANNENBAUM ENGINEERING CO. R 9/13/2022 081252 C 70,354.18
24570 DEFENDER SUPPLY R 9/13/2022 081253 C 716.00
246
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 7
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
00850 DENTON RECORD-CHRONICLE R 9/13/2022 081254 C 1,717.40
18190 DEPARTMENT OF INFORMATION RESO R 9/13/2022 081255 C 28.15
23900 DODSON, STEFANI R 9/13/2022 081256 C 179.01
23820 FERGUSON ENTERPRISES, LLC R 9/13/2022 081257 C 967.80
37440 FIRST CHOICE CHRISTMAS LIGHTS R 9/13/2022 081258 C 8,639.60
18790 FUELMAN R 9/13/2022 081259 C 2,730.28
28820 GLENN POLK AUTOPLEX INC R 9/13/2022 081260 C 3,736.17
37560 HIRE SANTA LLC R 9/13/2022 081261 C 790.00
20220 INGRAM LIBRARY SERVICES R 9/13/2022 081262 C 1,380.86
20860 KSA ENGINEERS R 9/13/2022 081263 C 5,000.00
20860 KSA ENGINEERS R 9/13/2022 081264 C 5,000.00
08210 KWIK KAR R 9/13/2022 081265 C 25.50
32640 LLOYD GOSSELINK ROCHELLE & TOW R 9/13/2022 081266 C 1,087.00
37320 MESSER, FORT & MCDONALD, PLLC R 9/13/2022 081267 C 4,343.50
08690 O'REILLY AUTO PARTS R 9/13/2022 081268 C 753.16
02970 OFFICE DEPOT R 9/13/2022 081269 C 349.66
36520 POWER ENGINEERS, INC. R 9/13/2022 081270 C 298.50
25270 PRIMORIS T & D SERVICES, LLC R 9/13/2022 081271 C 40,499.10
31880 RANDY'S TOWING AND RECOVERY SE R 9/13/2022 081272 V 265.00
37360 RANGELINE UTILITY SERVICES, LL V 9/13/2022 081273 58,846.00
37360 RANGELINE UTILITY SERVICES, LL
37360 RANGELINE UTILITY SERVICES, LL
M-CHECK RANGELINE UTILITY SERVICVOIDED V 9/13/2022 081273 C 58,846.00CR
247
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 8
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
30260 RICOH USA R 9/13/2022 081274 C 344.90
25020 SANGER HARDWARE R 9/13/2022 081275 C 192.54
36870 SOUTHERN PETROLEUM LABORATORIE R 9/13/2022 081276 O 290.40
31970 DAVID STONEKING R 9/13/2022 081277 C 520.00
34220 UNIFIRST CORPORATION R 9/13/2022 081278 C 83.70
05510 WASTE CONNECTIONS R 9/13/2022 081279 C 81,644.51
1 CRAWFORD, NATHANIEL R 9/13/2022 081280 C 41.26
1 FKH SFR PROPCO K LP R 9/13/2022 081281 C 100.00
1 LILLIAN CUSTOM HOMES R 9/13/2022 081282 C 388.47
33300 HSA BANK R 9/23/2022 081283 O 1,531.53
15830 SANGER EDUCATION FOUNDATION IN R 9/23/2022 081284 C 2.50
14470 UNITED WAY R 9/23/2022 081285 O 5.00
1 OPENDOOR LABS INC. R 9/21/2022 081286 C 39.81
28710 AFFORD-IT TIRES R 9/21/2022 081287 C 260.00
35980 ALAGOOD CARTWRIGHT BURKE PC, A R 9/21/2022 081288 C 2,500.00
25070 ALL AMERICAN DOGS INC R 9/21/2022 081289 O 2,075.00
01550 ATMOS R 9/21/2022 081290 C 785.62
00420 BOUND TREE MEDICAL, LLC R 9/21/2022 081291 C 912.73
22300 CARD SERVICE CENTER R 9/21/2022 081292 C 8,476.99
37520 COASTAL BEND MUNICIPAL CLERKS R 9/21/2022 081297 C 50.00
08880 COOPER'S COPIES R 9/21/2022 081298 C 59.45
25730 DATAPROSE, LLC R 9/21/2022 081299 C 1,410.71
248
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 9
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
08460 DELL COMPUTERS, LLP R 9/21/2022 081300 C 346.40
00920 ELLIOTT ELECTRIC R 9/21/2022 081301 O 66.26
31340 FIRST CHECK APPLICANT SCREENIN R 9/21/2022 081302 C 67.00
18790 FUELMAN R 9/21/2022 081303 C 2,951.47
01070 GALLS INC. R 9/21/2022 081304 O 1,138.24
07350 GENTLE'S OIL AND TIRE R 9/21/2022 081306 C 77.00
24970 HUB INTERNATIONAL TEXAS, INC. R 9/21/2022 081307 C 2,000.00
20220 INGRAM LIBRARY SERVICES R 9/21/2022 081308 C 121.48
37650 IRRI-TECH OF TEXAS, LLC R 9/21/2022 081309 C 603.00
20860 KSA ENGINEERS R 9/21/2022 081310 C 31,865.50
08210 KWIK KAR R 9/21/2022 081311 C 410.40
25060 LEMONS PUBLICATIONS INC R 9/21/2022 081312 C 600.00
36120 LIFE INSURANCE COMPANY OF NORT R 9/21/2022 081313 C 1,008.80
16970 LONGHORN, INC. R 9/21/2022 081314 C 99.71
28240 MARTINEZ BROTHERS CONCRETE AND R 9/21/2022 081315 C 7,350.00
32980 MCCAIN'S OVERHEAD DOOR & GATE R 9/21/2022 081316 C 4,950.00
24940 NTTA R 9/21/2022 081317 C 43.30
08690 O'REILLY AUTO PARTS R 9/21/2022 081318 C 46.20
02970 OFFICE DEPOT R 9/21/2022 081319 C 587.90
34500 P3WORKS LLC R 9/21/2022 081320 C 1,950.00
19200 PATHMARK TRAFFIC PRODUCTS OF T R 9/21/2022 081321 C 382.00
24810 RLC CONTROLS, INC R 9/21/2022 081322 C 810.00
249
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 10
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
16240 SCHAD & PULTE R 9/21/2022 081323 C 43.00
25590 SCHNEIDER ENGINEERING, LLC R 9/21/2022 081324 C 2,471.53
36870 SOUTHERN PETROLEUM LABORATORIE R 9/21/2022 081325 C 290.40
18620 STERICYCLE R 9/21/2022 081326 O 252.52
29190 STITCHIN' AND MORE CUSTOM GRAP R 9/21/2022 081327 C 78.00
24620 SUPERION, LLC R 9/21/2022 081328 O 175.04
29390 SYMBOL ARTS, LLC R 9/21/2022 081329 C 60.00
05350 TEXAS EXCAVATION SAFETY SYST R 9/21/2022 081330 C 119.70
19260 TYLER TECHNOLOGIES R 9/21/2022 081331 O 125.00
31750 UNDERWOOD'S HEATING & AIR R 9/21/2022 081332 C 250.00
34220 UNIFIRST CORPORATION R 9/21/2022 081333 C 78.78
11430 USA BLUEBOOK, INC. R 9/21/2022 081334 C 1,061.14
05510 WASTE CONNECTIONS R 9/21/2022 081335 C 4,368.84
09550 WATER TECH, INC. R 9/21/2022 081336 C 3,366.00
27960 YOUNG GUNS AUTO INC R 9/21/2022 081337 O 577.99
37590 ABDO PUBLISHING R 9/26/2022 081338 O 586.60
37600 ACTIVE911, INC R 9/26/2022 081339 O 225.00
00200 ADAMS EXTERMINATING CO. R 9/26/2022 081340 O 755.00
02460 AT&T MOBILITY R 9/26/2022 081342 O 1,072.82
31670 BOOT BARN R 9/26/2022 081343 O 150.00
23490 BOUND TO STAY BOUND BOOKS INC R 9/26/2022 081344 O 118.95
00420 BOUND TREE MEDICAL, LLC R 9/26/2022 081345 O 835.64
250
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 11
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
03110 CARDINAL TRACKING INC. R 9/26/2022 081346 O 2,883.91
20410 CARE NOW CORPORATE R 9/26/2022 081347 O 310.00
37540 CLEVELAND ISD R 9/26/2022 081348 O 1,463.42
03730 COLLIN COLLEGE, COURTYARD CENT R 9/26/2022 081349 O 175.00
37500 CROWN AWARDS R 9/26/2022 081350 O 806.55
28180 D&D COMMERICAL LANDSCAPE MANAG R 9/26/2022 081351 O 17,181.12
00740 DCAD R 9/26/2022 081352 O 8,320.53
24570 DEFENDER SUPPLY R 9/26/2022 081353 O 14,135.00
37340 DELEESE ALLEN R 9/26/2022 081354 O 86.64
22740 DENTON COUNTY AUDITOR R 9/26/2022 081355 O 4,648.91
37470 DOCU SCAN GUYS LLC R 9/26/2022 081356 O 1,850.00
36010 DOCUNAV SOLUTIONS R 9/26/2022 081357 O 5,040.00
35470 DURAN PHOTOGRAPHY R 9/26/2022 081358 O 400.00
23820 FERGUSON ENTERPRISES, LLC R 9/26/2022 081359 O 607.56
18790 FUELMAN R 9/26/2022 081360 O 3,713.26
01070 GALLS INC. R 9/26/2022 081361 O 4,929.12
28820 GLENN POLK AUTOPLEX INC R 9/26/2022 081362 O 862.96
34700 IDEXX DISTRIBUTION, INC. R 9/26/2022 081363 O 1,233.60
20220 INGRAM LIBRARY SERVICES R 9/26/2022 081364 O 8.27
08210 KWIK KAR R 9/26/2022 081365 O 7.00
32150 LITTLE GIANT PRINTERS R 9/26/2022 081366 O 446.09
17900 LOWER COLORADO RIVER AUTHORITY R 9/26/2022 081367 O 398.96
251
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 12
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
28240 MARTINEZ BROTHERS CONCRETE AND R 9/26/2022 081368 O 1,800.00
29030 MCCREARY, VESELKA, BRAGG & ALL R 9/26/2022 081369 O 52.95
32430 MODERN LEASING INC. OF IOWA R 9/26/2022 081370 O 348.42
20050 MODERN MARKETING R 9/26/2022 081371 O 642.25
08690 O'REILLY AUTO PARTS R 9/26/2022 081372 O 119.16
02970 OFFICE DEPOT R 9/26/2022 081373 O 391.22
35740 PATTERSON PROFESSIONAL SERVICE R 9/26/2022 081374 O 1,039.95
21140 R & T ELECTRIC, LLC R 9/26/2022 081375 C 650.00
37620 RANDY'S OF SANGER, LLC. R 9/26/2022 081376 O 558.69
37360 RANGELINE UTILITY SERVICES, LL R 9/26/2022 081377 O 9,367.00
25020 SANGER HARDWARE R 9/26/2022 081378 O 394.08
16240 SCHAD & PULTE R 9/26/2022 081380 O 19.00
34980 SHAMROCK EQUIPMENT SERVICES, L R 9/26/2022 081381 O 1,390.82
02690 TECHLINE, INC. R 9/26/2022 081382 O 37,299.36
37640 TEXAS ANIMAL CONTROL ASSOCIATI R 9/26/2022 081383 O 50.00
02770 TEXAS PUBLIC POWER ASSC. R 9/26/2022 081384 O 220.00
24800 THI WATER WELL R 9/26/2022 081385 O 72,138.16
31750 UNDERWOOD'S HEATING & AIR R 9/26/2022 081386 O 584.56
34220 UNIFIRST CORPORATION R 9/26/2022 081387 C 78.78
32440 BILLY D. WILSON R 9/26/2022 081388 O 125.00
27960 YOUNG GUNS AUTO INC R 9/26/2022 081389 O 1,192.50
36380 ZERO9 SOLUTIONS LTD R 9/26/2022 081390 O 81.50
252
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 13
VENDOR SET: 99 City of Sanger
BANK: POOL POOLED CASH ACCOUNT
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK INVOICE CHECK CHECK CHECK
VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT
1 BOLLEMPALLY, PRAKASH R 9/27/2022 081391 O 110.55
1 COOK PROPERTIES R 9/27/2022 081392 O 280.79
1 COPELAND, ANTHONY R R 9/27/2022 081393 O 3.17
1 HENDERSON, TWILA R 9/27/2022 081394 O 28.64
1 VARNER, MATTHEW P R 9/27/2022 081395 O 139.03
1 WATTS, AUSTIN R 9/27/2022 081396 O 23.92
* * T O T A L S * * NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT
REGULAR CHECKS: 198 716,787.64 32.77CR 657,348.61
HAND CHECKS: 0 0.00 0.00 0.00
DRAFTS: 9 194,643.67 0.00 194,643.67
EFT: 10 643,813.09 0.00 643,813.09
NON CHECKS: 0 0.00 0.00 0.00
VOID CHECKS: 3 VOID DEBITS 806.55
VOID CREDITS 59,997.55CR 59,191.00CR 0.00
TOTAL ERRORS: 0
NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT
VENDOR SET: 99 BANK: POOL TOTALS: 220 1,496,398.40 32.77CR 1,495,805.37
BANK: POOL TOTALS: 220 1,496,398.40 32.77CR 1,495,805.37
REPORT TOTALS: 224 1,556,336.55 32.77CR 1,555,743.52
253
Item 12.
10/12/2022 3:33 PM A/P HISTORY CHECK REPORT PAGE: 14
SELECTION CRITERIA
------------------------------------------------------------------------------------------------------------------------------------
VENDOR SET: 99-AP VENDOR SET
VENDOR: ALL
BANK CODES: All
FUNDS: All
------------------------------------------------------------------------------------------------------------------------------------
CHECK SELECTION
CHECK RANGE: 000000 THRU 999999
DATE RANGE: 9/01/2022 THRU 9/30/2022
CHECK AMOUNT RANGE: 0.00 THRU 999,999,999.99
INCLUDE ALL VOIDS: YES
------------------------------------------------------------------------------------------------------------------------------------
PRINT OPTIONS
SEQUENCE: CHECK NUMBER
PRINT TRANSACTIONS: NO
PRINT G/L: NO
UNPOSTED ONLY: NO
EXCLUDE UNPOSTED: NO
MANUAL ONLY: NO
STUB COMMENTS: NO
REPORT FOOTER: NO
CHECK STATUS: YES
PRINT STATUS: * - All
------------------------------------------------------------------------------------------------------------------------------------
254
Item 12.
Expenditure Category Annual Budget Expenditures &
Encumbrances
Percent of
Budget
Salaries & Benefits 7,521,501$ 6,137,695$ 82%
Supplies & Materials 998,680 710,836 71%
Maintenance & Operations 7,951,205 7,159,700 90%
Contract Services 2,853,306 2,184,597 77%
Utilities 515,325 431,678 84%
Capital Expenses 407,216 237,047 58%
Debt Service 55,535 51,753 93%
Other Department Expense 117,800 51,334 44%
Transfers 6,842,468 6,041,938 88%
Total 27,263,036$ 23,006,578$ 84%
August 31, 2022
MONTHLY FINANCIAL REPORT
Combined General, Enterprise, and Internal Service Fund Expenditures by Classification
This is the financial report for the period ended August 31, 2022. Revenues and expenditures
reflect activity from October 1, 2021 through August 31, 2022 or ninety-one percent
(~91.67%) of the fiscal year.
GENERAL FUND
The General Fund has collected 101.3% of projected operating revenues. All revenue
categories are performing within projections.
Year to date General Fund operating expenditures/encumbrances are 79.0% of the
annual budget.
ENTERPRISE FUND
The Enterprise Fund has collected 93.2% of projected operating revenues. A change in
the allocation of interest income among funds has resulted in interest revenues below
original projections.All revenue categories are performing within projections.
Year to date Enterprise Fund operating expenditures/encumbrances are 85.3%of the
annual budget. All expenditure categories are within projections.
INTERNAL SERVICE FUND
The Internal Service Fund has collected 84.4% of projected transfers from the General
and Enterprise Funds.
Year to date Internal Service Fund operating expenditures/encumbrances are 85.9% of
the annual budget.
Page 1 of 14
255
Item 13.
Annual
Budget
Year to Date
Actual Encumbered % of
Budget Budget Balance
Operating Revenues
Property Taxes 5,393,999$ 5,504,449$ 102.0%(110,450)$
Sales & Beverage Taxes 1,207,000 1,300,635 107.8%(93,635)
Franchise Fees 971,463 938,103 96.6%33,360
Solid Waste 1,096,000 962,548 87.8%133,452
Licenses & Permits 424,000 306,486 72.3%117,514
Fines & Forfeitures 153,300 122,596 80.0%30,704
Department Revenues 741,625 910,551 122.8%(168,926)
Interest & Miscellaneous 187,500 258,443 137.8%(70,943)
COVID-19 Funding - - 0.0%-
Total Operating Revenues 10,174,887 10,303,811 - 101.3%(128,924)
Operating Expenditures
Police 2,034,448 1,786,938 (118,114) 82.0%365,625
Animal Control 202,940 109,017 - 53.7%93,923
Fire 1,599,164 1,465,403 (207,198) 78.7%340,959
Municipal Court 239,400 189,403 - 79.1%49,997
Development Services 687,529 470,093 (25,358) 64.7%242,794
Streets 616,848 440,324 (17,556) 68.5%194,080
Parks 680,592 463,040 114,947 84.9%102,605
Recreation 83,700 40,171 - 48.0%43,529
Library 377,104 306,735 (493) 81.2%70,863
Solid Waste 1,005,000 927,227 - 92.3%77,773
Non-Departmental - - - 0.0%-
Total Operating Expenditures 7,526,725 6,198,351 (253,772) 79.0%1,582,148
Revenues Over (Under) Expenditures 2,648,162 4,105,460 253,772 (1,711,072)
Transfers
Transfer From Enterprise Fund - PILOT 95,000 87,083 91.7%7,917
Transfer From Debt Service Fund 51,535 47,240 91.7%4,295
Transfer From Police Donations Fund 5,000 5,000 100.0%-
Transfer To Capital Projects Fund (1,318,511) (1,208,635) 91.7%(109,876)
Transfer to Storm Recovery (300,000) (275,000) 91.7%(25,000)
Transfer To Internal Service Fund (1,260,155) (1,063,012) 84.4%(197,143)
Total Transfers (2,727,131) (2,407,324) 88.3%(319,807)
Net Change in Fund Balance (78,969)$ 1,698,136$ (2,030,879)$
Fund Balance, Beginning of Year 10,922,479 7,241,058 -
Fund Balance, End of Year 10,843,510$ 8,939,194$ (2,030,879)$
CITY OF SANGER, TEXAS
GENERAL FUND REVENUE & EXPENDITURES
August 31, 2022
0%25%50%75%100%
Other Revenues
Solid Waste
Franchise Fees
Sales & Beverage Taxes
Property Taxes
General Fund Revenues: Actual to Budget
YTD Actual
Budget
0%25%50%75%100%
Solid Waste
Library
Recreation
Parks
Streets
Development Services
Municipal Court
Fire
Animal Control
Police
General Fund Expenditures: Actual to Budget
YTD Actual
Budget
Page 2 of 14
256
Item 13.
CITY OF SANGER, TEXAS
GENERAL FUND REVENUES
August 31, 2022
$-
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
$4,500,000
$5,000,000
$5,500,000
$6,000,000
PROPERTY TAX REVENUE
$-
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
SALES TAX REVENUE
$-
$100,000
$200,000
$300,000
$400,000
$500,000
$600,000
$700,000
$800,000
$900,000
$1,000,000
FRANCHISE FEE REVENUE
Page 3 of 14
257
Item 13.
CITY OF SANGER, TEXAS
GENERAL FUND 3-YEAR REVENUE TRENDS
August 31, 2022
$-
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
$4,500,000
$5,000,000
$5,500,000
$6,000,000
CURRENT PROPERTY TAX REVENUE
2021-2022
2020-2021
2019-2020
$-
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
SALES & BEVERAGE TAX REVENUE
2021-2022
2020-2021
2019-2020
$-
$100,000
$200,000
$300,000
$400,000
$500,000
$600,000
$700,000
$800,000
$900,000
$1,000,000
FRANCHISE FEE REVENUE
2021-2022
2020-2021
2019-2020
Page 4 of 14
258
Item 13.
Annual
Budget
Year to Date
Actual Emcumbered % of
Budget
Budget
Balance
Operating Revenues
Water 2,256,187$ 2,113,824$ 93.7%142,363$
Wastewater 2,596,830 2,350,027 90.5%246,803
Electric 7,752,500 7,490,352 96.6%262,148
Penalties & Fees 220,000 169,923 77.2%50,077
Interest 200,000 56,560 28.3%143,440
Miscellaneous 101,500 47,656 47.0%53,844
Total Operating Revenues 13,127,017 12,228,342 93.2%898,675
Operating Expenditures
Water 1,530,646 1,334,399 (3,602) 86.9%199,849
Wastewater 746,329 702,933 24,659 97.5%18,736
Electric 7,466,482 5,896,532 360,144 83.8%1,209,806
Total Operating Expenditures 9,743,457 7,933,864 381,201 85.3%1,428,391
Revenues Over (Under) Expenditures 3,383,560 4,294,478 (381,201) (529,716)
Transfers
Transfer to Enterprise Debt Service (1,900,000) (1,741,667) 91.7%(158,333)
Transfer to Enterprise CIP (78,571) (72,023) 91.7%(6,548)
Transfers to Storm Recovery Fund - - 0.0%-
Transfer to General Fund - PILOT (95,000) (87,083) 91.7%(7,917)
Transfers to Internal Service Fund (1,890,231) (1,594,518) 84.4%(295,713)
Total Transfers (3,963,802) (3,495,291) 88.2%(468,511)
Net Change in Fund Balance (580,242)$ 799,187$ (998,227)$
Fund Balance, Beginning of Year 7,844,707 7,844,707 -
Fund Balance, End of Year 7,264,465$ 8,643,894$ (998,227)$
CITY OF SANGER, TEXAS
ENTERPRISE FUND REVENUE & EXPENDITURES
August 31, 2022
0%25%50%75%100%
Other Income
Electric
Wastewater
Water
Enterprise Fund Revenues: Actual to Budget
YTD Actual
Budget
0%25%50%75%100%
Electric
Wastewater
Water
Enterprise Fund Expenditures: Actual to Budget
YTD Actual
Budget
Page 5 of 14
259
Item 13.
CITY OF SANGER, TEXAS
ENTERPRISE FUND REVENUES
August 31, 2022
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
WATER SALES REVENUE
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
WASTE WATER SALES REVENUE
$-
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
$7,000,000
$8,000,000
ELECTRIC SALES REVENUE
Page 6 of 14
260
Item 13.
CITY OF SANGER, TEXAS
ENTERPRISE FUND 3-YEAR REVENUE TRENDS
August 31, 2022
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
WATER SALES REVENUE
2021-2022
2020-2021
2019-2020
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
WASTE WATER SALES REVENUE
2021-2022
2020-2021
2019-2020
$-
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
$7,000,000
$8,000,000
ELECTRIC SALES REVENUE
2021-2022
2020-2021
2019-2020
Page 7 of 14
261
Item 13.
Annual
Budget
Year to Date
Actual Encumbered % of
Budget Budget Balance
Operating Expenditures
Mayor & Council 193,800 184,101 2,034 96.0%7,665
Administration 784,400 691,792 - 88.2%92,608
Public Works 257,450 208,489 8,344 84.2%40,617
Finance 634,600 568,398 (17,107) 86.9%83,310
Engineering 130,048 103,138 (3,382) 76.7%30,292
Marketing 465,500 283,591 39,167 69.3%142,741
Fleet Services 3,488 3,488 - 100.0%-
Facilities 253,900 213,830 14,411 89.9%25,658
Non-Departmental 427,200 400,702 4,000 94.7%22,498
Total Operating Expenditures 3,150,386 2,657,529 47,467 85.9%445,389
Transfers
Transfer From Enterprise Fund 1,890,231 1,594,518 84.4%295,713
Transfer From General Fund 1,260,155 1,063,012 84.4%197,143
Total Transfers 3,150,386 2,657,530 84.4%492,856
Net Change in Fund Balance -$ 1$ (47,467)$ 47,467$
Fund Balance, Beginning of Year (107,059) -
Fund Balance, End of Year (107,059)$ 47,467$
CITY OF SANGER, TEXAS
INTERNAL SERVICE FUND REVENUE & EXPENDITURES
August 31, 2022
0%25%50%75%100%
Transfer From General Fund
Transfer From Enterprise Fund
Internal Service Fund Revenues: Actual to Budget
YTD Actual
Budget
0%25%50%75%100%
Non-Departmental
Facilities
Marketing
Engineering
Finance
Public Works
Administration
Mayor & Council
General Fund Expenditures: Actual to Budget
YTD Actual
Budget
Page 8 of 14
262
Item 13.
Name General Enterprise Debt Service Capital
Projects Total
UNRESTRICTED
Cash for Operations 10,387,184$ 2,373,637$ -$ -$ 12,760,821$
Contingency Reserves for Operations 1,062,810 1,056,546 - - 2,119,356
TOTAL UNRESTRICTED 11,449,994$ 3,430,183$ -$ -$ 14,880,177$
RESTRICTED
Debt Service -$ 1,475,779$ 251,517$ -$ 1,727,296$
Water Deposits - 475,841 - - 475,841
Equipment Replacement 921,956 140,013 - - 1,061,969
Electric Storm Recovery - 1,233,062 - - 1,233,062
Hotel Occupancy Tax 1,083,297 - - - 1,083,297
Grant Funds 73,096 - - - 73,096
Keep Sanger Beautiful (KSB)5,526 - - - 5,526
Library 98,584 - - - 98,584
Parkland Dedication 104,428 - - - 104,428
Roadway Impact 1,333,180 - - - 1,333,180
Court Security 15,601 - - - 15,601
Court Technology 56 - - - 56
Child Safety Fee 64,445 - - - 64,445
Forfeited Property 10,272 - - - 10,272
Donations 20,379 - - - 20,379
TOTAL RESTRICTED 3,730,820$ 3,324,695$ 251,517$ -$ 7,307,032$
CAPITAL PROJECTS
General Capital Projects -$ -$ -$ 3,247,035$ 3,247,035$
Enterprise Capital Projects - - - 20,803,689 20,803,689
TOTAL CAPITAL PROJECTS -$ -$ -$ 24,050,724$ 24,050,724$
TOTAL CASH AND INVESTMENTS 15,180,814$ 6,754,878$ 251,517$ 24,050,724$ 46,237,933$
August 31, 2022
CASH AND INVESTMENTS
CITY OF SANGER, TEXAS
Debt
Service
33%
Water
Deposits
9%
Equipment
Replacement
20%
Electric Storm Recovery
23%
Other
15%
Restricted
Unrestricted
34%
Restricted
12%
Capital Projects
54%
Total Cash & Investments Cash for
Operations
86%Contingency
Reserves for
Operations
14%
Unrestricted
General
Capital
Projects
14%
Enterprise
Capital
Projects
86%
Capital Projects
Page 9 of 14
263
Item 13.
Name Acct. #Maturity Yield Prior Period Current Balance
Pooled Cash 001-00-1000 0.05%10,553,165$ 10,134,358$
Employee Benefits Cash 110-00-1000 0.20%768 1,450
Employee Benefits MM 110-00-1010 0.20%121,038 122,002
Internal Service Fund 180-00-1000 0.05%(164,545) 129,374
OPERATING ACCOUNTS 10,510,426$ 10,387,184$
GF Contingency Reserve MM 2487969 001-00-1031 0.20%629,786$ 630,695$
GF Contingency Reserve CD Prosperity 001-00-1039 4/26/2023 0.55%217,508 217,508
GF Contingency Reserve CD 674907 001-00-1043 7/13/2023 0.45%214,579 214,607
CONTINGENCY RESERVE 1,061,873$ 1,062,810$
*GF Equipment Replacement MM 2376237 001-00-1032 0.20%181,776$ 182,464$
*GF Equipment Replacement CD 719706 001-00-1033 7/6/2023 0.45%64,484$ 64,492$
*General Storm Recovery Pooled Cash 201-00-1000 0.05%650,000 675,000
EQUIPMENT REPLACEMENT RESERVES 896,260$ 921,956$
*A R P Funds Cash 001-00-1034 1,083,021$ 1,083,297$
*Hotel Occupancy Tax 050-00-1000 125,897$ 132,959$
*Police Grant Fund 320-00-1000 4,780 4,780
*Fire Grant Fund 324-00-1000 68,302 68,302
*Library Grant Fund 342-00-1000 14 14
*Beautification Board - KSB 432-00-1000 5,526 5,526
*Library Restricted for Building Expansion 442-00-1000 46,204 46,204
*Library Building Expansion CD 702994 442-00-1035 1/22/2023 0.45%52,374 52,380
*Parkland Dedication Fund 450-00-1000 104,428 104,428
*Roadway Impact Fee Fund 451-00-1000 1,333,180 1,333,180
*Court Security Restricted Fund 470-00-1000 15,904 15,601
*Court Technology Restricted Fund 471-00-1000 (445) 56
*Child Safety Fee Fund 475-00-1000 64,445 64,445
*Forfeited Property Fund 480-00-1000 10,272 10,272
*Police Donations 620-00-1000 78 78
*Fire Donations 624-00-1000 7,038 7,038
*Banner Account for Parks 632-00-1000 6,311 6,311
*Library Donations 642-00-1000 6,952 6,952
*OTHER 2,934,281$ 2,941,823$
*
TOTAL CASH AND INVESTMENTS 15,402,840$ 15,313,773$
TOTAL UNRESTRICTED 11,572,299$ 11,449,994$
*Restricted Funds
GENERAL FUND
August 31, 2022
CASH AND INVESTMENTS
Page 10 of 14
264
Item 13.
Name Acct. #Maturity Yield Prior Period Current Balance
Pooled Cash 008-00-1010 0.05%2,048,398$ 2,373,637$
OPERATING ACCOUNTS 2,048,398$ 2,373,637$
*Pooled Cash 008-00-1010 0.05%163,200$ 175,841$
*Water Deposit CD 2375850 008-00-1041 1/3/2023 0.45%300,000 300,000
WATER DEPOSIT REFUND ACCOUNT 463,200$ 475,841$
*Combined EF Debt Service MM 2376113 008-00-1039 0.20%647,470 490,079
BOND FUNDS 647,470$ 490,079$
EF Contingency Reserve MM 2809753 008-00-1012 0.20%628,229$ 629,136$
EF Contingency Reserve CD 787860 008-00-1014 2/14/2023 0.45%319,861 319,902
EF Reserve CD 642541 008-00-1040 9/25/2022 0.45%107,494 107,508
CONTINGENCY RESERVES 1,055,584$ 1,056,546$
*EF Storm Recovery MM 208-00-1033 0.20%1,231,285$ 1,233,062$
*EF Equipment Replacement MM 2376202 008-00-1034 0.20%139,455 140,013
OTHER 1,370,740$ 1,373,075$
TOTAL CASH AND INVESTMENTS 5,585,392$ 5,769,178$
TOTAL UNRESTRICTED 3,103,982$ 3,430,183$
*Restricted Funds
ENTERPRISE FUND
August 31, 2022
CASH AND INVESTMENTS
Page 11 of 14
265
Item 13.
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 003-00-1000 0.05%193,935$ 190,978$
*DSF Money Market 2376105 003-00-1010 0.20%60,452 60,539
TOTAL RESTRICTED 254,387$ 251,517$
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 009-00-1000 0.05%826,034$ 985,700$
TOTAL RESTRICTED 826,034$ 985,700$
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 004-00-1000 0.05%3,138,595$ 3,247,035$
TOTAL RESTRICTED 3,138,595$ 3,247,035$
Name Acct. #Maturity Yield Prior Period Current Balance
*Sewer Capital Improvements MM-10% Rev 840-00-1020 0.20%1,608,370$ 1,617,239$
*Sewer Capital Reserve MM 2380226 Tap Fees 840-00-1038 0.20%2,537,759 2,619,421
*SEWER CAPITAL RESERVE - TAP FEES 4,146,129$ 4,236,660$
*Water Capital Reserve MM 2376156 Tap Fees 840-00-1037 0.20%2,012,078$ 2,073,482$
*2021 CO MM 840-00-1039 0.20%14,693,415$ 13,488,448$
*Pooled Cash 840-00-1000 0.05%283,193 1,005,099
TOTAL RESTRICTED 21,134,815$ 20,803,689$
*Restricted Funds
ENTERPRISE CAPITAL PROJECTS FUND
GENERAL CAPITAL PROJECTS FUND
General
DEBT SERVICE & CAPITAL PROJECTS
CASH AND INVESTMENTS
August 31, 2022
ENTERPRISE DEBT SERVICE FUND
Page 12 of 14
266
Item 13.
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 41-00-1000 0.05%1,698,373$ 1,761,148$
*Cash NOW 900020693 Prosperity 41-00-1010 0.05%332,039 332,053
*4A MM 902551273 Prosperity 41-00-1012 0.20%480,243 480,396
*Sanger TX Ind Corp CD 486639 41-00-1013 11/2/2022 0.25%95,835 95,843
TOTAL CASH AND INVESTMENTS 2,606,490$ 2,669,440$
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 42-00-1000 0.05%1,942,289$ 1,996,699$
*Cash MM 2379694 42-00-1010 0.05%200,548 200,838
*4B CD 653500 42-00-1013 4/3/2023 0.45%22,155 22,158
*4B CD 659924 42-00-1014 11/12/2022 0.45%21,911 21,913
*4B CD 664243 42-00-1015 6/5/2023 0.45%22,007 22,009
*4B CD 673277 42-00-1016 7/9/2023 0.45%21,960 21,963
*4B CD 686115 42-00-1017 8/4/2023 0.45%21,979 21,982
*4B CD 689521 42-00-1018 9/11/2022 0.45%21,899 21,902
*4B CD 694371 42-00-1019 11/14/2022 0.45%21,984 21,987
*4B CD 697230 42-00-1020 11/17/2022 0.45%22,110 22,113
*4B CD 699934 42-00-1021 12/18/2022 0.45%22,033 22,036
*4B CD 702285 42-00-1022 1/31/2023 0.45%21,844 21,847
*4B CD 706078 42-00-1023 2/19/2023 0.45%21,755 21,757
*4B CD 720097 42-00-1024 2/9/2023 0.45%21,436 21,439
*4B CD 720119 42-00-1025 11/9/2022 0.45%21,472 21,474
TOTAL CASH AND INVESTMENTS 2,427,382$ 2,482,117$
*Restricted Funds
4B FUND
4A & 4B FUNDS
August 31, 2022
CASH AND INVESTMENTS
General
Page 13 of 14
267
Item 13.
a.
b.
Clayton Gray John Noblitt
Clayton Gray John Noblitt
Finance Director City Manager
Ethics Disclosure and Conflicts of Interest
In accordance with the PFIA,investment officers are required to file a disclosure statement with the
Texas Ethics Commission and the governing body if:
the officer has a business relationship with a business organization offering to engage
in an investment transaction with the City (as defined in 2256.005 (i) (1-3); or
the officer is related within the second degree by affinity or consanguinity,as
determined under Chapter 573 of the Texas Government Code,to an individual
seeking to transact investment business with the entity. PFIA 2256.005 (i).
CITY OF SANGER, TEXAS
INVESTMENT REPORT
August 31, 2022
The Monthly Investment Report is in full compliance with the objectives,restrictions,and strategies
as set forth in the City of Sanger's Investment Policy and Texas Government Code 2256.023,the
Public Funds Investment Act (PFIA).
The City only invests in Money Market accounts and Certificates of Deposit.Interest is paid monthly
on all accounts.Therefore,book value and market value are the same and the City does not have
accrued interest on its investments.
Page 14 of 14
268
Item 13.
C U R R E N T P R O J E C T S
Project
Number Project Description %
Complete Contract Change
Orders
Preliminary
Estimate
Total Budget Actual to
Date Contract Change
Orders
Preliminary
Estimate Total Budget Actual to Date Budget Actual to
Date Budget Actual to Date %
C005 Technology Upgrade Program 5%-$ -$ -$ -$ -$ -$ -$ -$ 500,000$ 187,013$ 500,000$ 187,013$ 37.4%
E012 455 Relocation of Utilities-Water & Sewer TBD 230,707$ 644,846$ -$ 875,553$ 747,056$ 4,546,550$ 66,788$ -$ 4,613,338$ 4,444,448$ -$ 694$ 5,488,891$ 5,192,198$ 94.6%
E013 455 Relocation of Utilities-Electric TBD -$ -$ -$ -$ 48,430$ 1,410,274$ -$ -$ 1,410,274$ 1,271,662$ -$ 1,083$ 1,410,274$ 1,321,175$ 93.7%
Total Projects Under Contract 230,707$ 644,846$ -$ 875,553$ 795,486$ 5,956,824$ 66,788$ -$ 6,023,612$ 5,716,110$ 500,000$ 188,790$ 7,399,165$ 6,700,386$ 90.6%
U P C O M I N G P R O J E C T S
Project
Number Project Description %
Complete Contract Change
Orders
Preliminary
Estimate
Total Budget Actual to
Date Contract Change
Orders
Preliminary
Estimate Total Budget Actual to Date Budget Actual to
Date Budget Actual to Date %
E006 Railroad Lift Station TBD 312,266$ 589,300$ -$ 901,566$ 771,375$ TBD -$ 4,498,500$ 4,498,500$ -$ 58,011$ 2,747$ 5,458,077$ 774,122$ 14.2%
E009 Outfall Pipelines/Stream Restoration TBD 342,300$ -$ -$ 342,300$ 314,140$ TBD -$ 3,908,000$ 3,908,000$ 1,668$ 210,993$ 210,993$ 4,461,293$ 526,801$ 11.8%
E015 WWTP Bar Screen TBD -$ -$ -$ -$ -$ TBD -$ 215,000$ 215,000$ -$ -$ -$ 215,000$ -$ 0.0%
E016 I-35 Relocation of Utilities-Water & Sewer TBD 499,600$ -$ -$ 499,600$ 160,156$ TBD -$ -$ -$ -$ -$ -$ 499,600$ 160,156$ 32.1%
Total Extimted Projects 1,154,166$ 589,300$ -$ 1,743,466$ 1,245,671$ -$ -$ 8,621,500$ 8,621,500$ 1,668$ 269,004$ 213,740$ 10,633,970$ 1,461,079$ 13.7%
A L L P R O J E C T S
Project
Number Project Description %
Complete Contract Change
Orders Total Budget Actual to
Date Contract Change
Orders
Preliminary
Estimate Total Budget Actual to Date Budget Actual to
Date Budget Actual to Date %
Grand Totals 1,384,873$ 1,234,146$ -$ 2,619,019$ 2,041,157$ 5,956,824$ 66,788$ 8,621,500$ 14,645,112$ 5,717,778$ 769,004$ 402,530$ 18,033,135$ 8,161,465$ 45.3%
CAPITAL PROJECTS RECAP
September 21, 2022
E N G I N E E R I N G C O N S T R U C T I O N O T H E R T O T A L SP R O J E C T
P R O J E C T E N G I N E E R I N G C O N S T R U C T I O N O T H E R T O T A L S
P R O J E C T E N G I N E E R I N G C O N S T R U C T I O N O T H E R T O T A L S
269
Item 14.
Expenditure Category Annual Budget Expenditures &
Encumbrances
Percent of
Budget
Salaries & Benefits 7,521,501$ 6,655,537$ 88%
Supplies & Materials 998,680 745,152 75%
Maintenance & Operations 7,951,205 7,940,598 100%
Contract Services 2,853,306 2,396,783 84%
Utilities 515,325 470,958 91%
Capital Expenses 407,216 247,834 61%
Debt Service 55,535 51,938 94%
Other Department Expense 117,800 51,543 44%
Transfers 6,842,468 6,572,244 96%
Total 27,263,036$ 25,132,587$ 92%
September 30, 2022
MONTHLY FINANCIAL REPORT
Combined General, Enterprise, and Internal Service Fund Expenditures by Classification
This is the financial report for the period ended September 30, 2022. Revenues and
expenditures reflect activity from October 1, 2021 through September 30, 2022 or one
hundred percent (100.0%) of the fiscal year.
GENERAL FUND
The General Fund has collected 129.6% of projected operating revenues. All revenue
categories are performing within projections.
Year to date General Fund operating expenditures/encumbrances are 86.7% of the
annual budget.
ENTERPRISE FUND
The Enterprise Fund has collected 102.2% of projected operating revenues. A change in
the allocation of interest income among funds has resulted in interest revenues below
original projections.All revenue categories are performing within projections.
Year to date Enterprise Fund operating expenditures/encumbrances are 93.8%of the
annual budget. All expenditure categories are within projections.
INTERNAL SERVICE FUND
The Internal Service Fund has collected 91.4% of projected transfers from the General
and Enterprise Funds.
Year to date Internal Service Fund operating expenditures/encumbrances are 91.7% of
the annual budget.
Page 1 of 14
270
Item 15.
Annual
Budget
Year to Date
Actual Encumbered % of
Budget Budget Balance
Operating Revenues
Property Taxes 5,393,999$ 5,518,833$ 102.3%(124,834)$
Sales & Beverage Taxes 1,207,000 1,405,885 116.5%(198,885)
Franchise Fees 971,463 999,134 102.8%(27,671)
Solid Waste 1,096,000 1,057,237 96.5%38,763
Licenses & Permits 424,000 342,704 80.8%81,296
Fines & Forfeitures 153,300 132,315 86.3%20,985
Department Revenues 741,625 939,794 126.7%(198,169)
Interest & Miscellaneous 187,500 1,361,190 726.0%(1,173,690)
COVID-19 Funding - - 0.0%-
Total Operating Revenues 10,174,887 11,757,092 - 115.6%(1,582,205)
Operating Expenditures
Police 2,034,448 1,941,306 (118,114) 89.6%211,257
Animal Control 202,940 119,943 - 59.1%82,997
Fire 1,599,164 1,560,250 (206,751) 84.6%245,666
Municipal Court 239,400 201,632 1,178 84.7%36,590
Development Services 687,529 501,469 45,349 79.5%140,710
Streets 616,848 484,717 3,189 79.1%128,942
Parks 680,592 515,090 107,419 91.5%58,084
Recreation 83,700 40,171 - 48.0%43,529
Library 377,104 316,546 1,224 84.3%59,334
Solid Waste 1,005,000 1,014,184 - 100.9%(9,184)
Non-Departmental - - - 0.0%-
Total Operating Expenditures 7,526,725 6,695,308 (166,506) 86.7%997,925
Revenues Over (Under) Expenditures 2,648,162 5,061,784 166,506 (2,580,130)
Transfers
Transfer From Enterprise Fund - PILOT 95,000 95,000 100.0%-
Transfer From Debt Service Fund 51,535 51,535 100.0%-
Transfer From Police Donations Fund 5,000 5,000 100.0%-
Transfer To Capital Projects Fund (1,318,511) (1,318,511) 100.0%-
Transfer to Storm Recovery (300,000) (300,000) 100.0%-
Transfer To Internal Service Fund (1,260,155) (1,152,065) 91.4%(108,090)
Total Transfers (2,727,131) (2,619,041) 96.0%(108,090)
Net Change in Fund Balance (78,969)$ 2,442,743$ (2,688,220)$
Fund Balance, Beginning of Year 10,922,479 7,241,058 -
Fund Balance, End of Year 10,843,510$ 9,683,801$ (2,688,220)$
CITY OF SANGER, TEXAS
GENERAL FUND REVENUE & EXPENDITURES
September 30, 2022
0%25%50%75%100%
Other Revenues
Solid Waste
Franchise Fees
Sales & Beverage Taxes
Property Taxes
General Fund Revenues: Actual to Budget
YTD Actual
Budget
0%25%50%75%100%
Solid Waste
Library
Recreation
Parks
Streets
Development Services
Municipal Court
Fire
Animal Control
Police
General Fund Expenditures: Actual to Budget
YTD Actual
Budget
Page 2 of 14
271
Item 15.
CITY OF SANGER, TEXAS
GENERAL FUND REVENUES
September 30, 2022
$-
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
$4,500,000
$5,000,000
$5,500,000
$6,000,000
PROPERTY TAX REVENUE
$-
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
SALES TAX REVENUE
$-
$100,000
$200,000
$300,000
$400,000
$500,000
$600,000
$700,000
$800,000
$900,000
$1,000,000
$1,100,000
FRANCHISE FEE REVENUE
Page 3 of 14
272
Item 15.
CITY OF SANGER, TEXAS
GENERAL FUND 3-YEAR REVENUE TRENDS
September 30, 2022
$-
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
$4,500,000
$5,000,000
$5,500,000
$6,000,000
CURRENT PROPERTY TAX REVENUE
2021-2022
2020-2021
2019-2020
$-
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
SALES & BEVERAGE TAX REVENUE
2021-2022
2020-2021
2019-2020
$-
$100,000
$200,000
$300,000
$400,000
$500,000
$600,000
$700,000
$800,000
$900,000
$1,000,000
FRANCHISE FEE REVENUE
2021-2022
2020-2021
2019-2020
Page 4 of 14
273
Item 15.
Annual
Budget
Year to Date
Actual Emcumbered % of
Budget
Budget
Balance
Operating Revenues
Water 2,256,187$ 2,317,535$ 102.7%(61,348)$
Wastewater 2,596,830 2,569,346 98.9%27,484
Electric 7,752,500 8,226,509 106.1%(474,009)
Penalties & Fees 220,000 192,357 87.4%27,643
Interest 200,000 60,668 30.3%139,332
Miscellaneous 101,500 54,126 53.3%47,374
Total Operating Revenues 13,127,017 13,420,541 102.2%(293,524)
Operating Expenditures
Water 1,530,646 1,537,931 (15,460) 99.5%8,174
Wastewater 746,329 774,437 8,366 104.9%(36,474)
Electric 7,466,482 6,427,168 408,904 91.6%630,410
Total Operating Expenditures 9,743,457 8,739,536 401,810 93.8%602,110
Revenues Over (Under) Expenditures 3,383,560 4,681,005 (401,810) (895,634)
Transfers
Transfer to Enterprise Debt Service (1,900,000) (1,900,000) 100.0%-
Transfer to Enterprise CIP (78,571) (78,571) 100.0%-
Transfers to Storm Recovery Fund - - 0.0%-
Transfer to General Fund - PILOT (95,000) (95,000) 100.0%-
Transfers to Internal Service Fund (1,890,231) (1,728,097) 91.4%(162,134)
Total Transfers (3,963,802) (3,801,668) 95.9%(162,134)
Net Change in Fund Balance (580,242)$ 879,337$ (1,057,768)$
Fund Balance, Beginning of Year 7,844,707 7,844,707 -
Fund Balance, End of Year 7,264,465$ 8,724,044$ (1,057,768)$
CITY OF SANGER, TEXAS
ENTERPRISE FUND REVENUE & EXPENDITURES
September 30, 2022
0%25%50%75%100%
Other Income
Electric
Wastewater
Water
Enterprise Fund Revenues: Actual to Budget
YTD Actual
Budget
0%25%50%75%100%
Electric
Wastewater
Water
Enterprise Fund Expenditures: Actual to Budget
YTD Actual
Budget
Page 5 of 14
274
Item 15.
CITY OF SANGER, TEXAS
ENTERPRISE FUND REVENUES
September 30, 2022
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
WATER SALES REVENUE
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
$2,750,000
WASTE WATER SALES REVENUE
$-
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
$7,000,000
$8,000,000
$9,000,000
ELECTRIC SALES REVENUE
Page 6 of 14
275
Item 15.
CITY OF SANGER, TEXAS
ENTERPRISE FUND 3-YEAR REVENUE TRENDS
September 30, 2022
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
WATER SALES REVENUE
2021-2022
2020-2021
2019-2020
$-
$250,000
$500,000
$750,000
$1,000,000
$1,250,000
$1,500,000
$1,750,000
$2,000,000
$2,250,000
$2,500,000
$2,750,000
WASTE WATER SALES REVENUE
2021-2022
2020-2021
2019-2020
$-
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
$7,000,000
$8,000,000
$9,000,000
ELECTRIC SALES REVENUE
2021-2022
2020-2021
2019-2020
Page 7 of 14
276
Item 15.
Annual
Budget
Year to Date
Actual Encumbered % of
Budget Budget Balance
Operating Expenditures
Mayor & Council 193,800 200,857 (5,000) 101.1%(2,057)
Administration 784,400 755,394 - 96.3%29,006
Public Works 257,450 219,201 8,344 88.4%29,904
Finance 634,600 607,409 (16,272) 93.2%43,463
Engineering 130,048 106,401 (3,382) 79.2%27,030
Marketing 465,500 325,120 13,708 72.8%126,671
Fleet Services 3,488 3,488 - 100.0%-
Facilities 253,900 232,196 10,633 95.6%11,071
Non-Departmental 427,200 430,098 2,000 101.1%(4,898)
Total Operating Expenditures 3,150,386 2,880,164 10,031 91.7%260,190
Transfers
Transfer From Enterprise Fund 1,890,231 1,728,097 91.4%162,134
Transfer From General Fund 1,260,155 1,152,065 91.4%108,090
Total Transfers 3,150,386 2,880,162 91.4%270,224
Net Change in Fund Balance -$ (2)$ (10,031)$ 10,034$
Fund Balance, Beginning of Year (107,059) -
Fund Balance, End of Year (107,059)$ 10,034$
CITY OF SANGER, TEXAS
INTERNAL SERVICE FUND REVENUE & EXPENDITURES
September 30, 2022
0%25%50%75%100%
Transfer From General Fund
Transfer From Enterprise Fund
Internal Service Fund Revenues: Actual to Budget
YTD Actual
Budget
0%25%50%75%100%
Non-Departmental
Facilities
Marketing
Engineering
Finance
Public Works
Administration
Mayor & Council
General Fund Expenditures: Actual to Budget
YTD Actual
Budget
Page 8 of 14
277
Item 15.
Name General Enterprise Debt Service Capital
Projects Total
UNRESTRICTED
Cash for Operations 10,052,218$ 2,769,244$ -$ -$ 12,821,462$
Contingency Reserves for Operations 1,062,837 1,056,601 - - 2,119,438
TOTAL UNRESTRICTED 11,115,055$ 3,825,845$ -$ -$ 14,940,900$
RESTRICTED
Debt Service -$ 1,477,331$ 248,792$ -$ 1,726,123$
Water Deposits - 481,706 - - 481,706
Equipment Replacement 947,389 140,370 - - 1,087,759
Electric Storm Recovery - 1,233,062 - - 1,233,062
Hotel Occupancy Tax 2,167,268 - - - 2,167,268
Grant Funds 73,096 - - - 73,096
Keep Sanger Beautiful (KSB)5,526 - - - 5,526
Library 98,591 - - - 98,591
Parkland Dedication 104,428 - - - 104,428
Roadway Impact 1,352,429 - - - 1,352,429
Court Security 15,754 - - - 15,754
Court Technology 102 - - - 102
Child Safety Fee 64,445 - - - 64,445
Forfeited Property 10,272 - - - 10,272
Donations 20,379 - - - 20,379
TOTAL RESTRICTED 4,859,679$ 3,332,469$ 248,792$ -$ 8,440,940$
CAPITAL PROJECTS
General Capital Projects -$ -$ -$ 3,350,291$ 3,350,291$
Enterprise Capital Projects - - - 20,668,194 20,668,194
TOTAL CAPITAL PROJECTS -$ -$ -$ 24,018,485$ 24,018,485$
TOTAL CASH AND INVESTMENTS 15,974,734$ 7,158,314$ 248,792$ 24,018,485$ 47,400,325$
September 30, 2022
CASH AND INVESTMENTS
CITY OF SANGER, TEXAS
Debt
Service
32%
Water
Deposits
9%
Equipment
Replacement
21%
Electric Storm Recovery
23%
Other
15%
Restricted
Unrestricted
34%
Restricted
12%
Capital Projects
54%
Total Cash & Investments Cash for
Operations
86%Contingency
Reserves for
Operations
14%
Unrestricted
General
Capital
Projects
14%
Enterprise
Capital
Projects
86%
Capital Projects
Page 9 of 14
278
Item 15.
Name Acct. #Maturity Yield Prior Period Current Balance
Pooled Cash 001-00-1000 0.05%10,134,358$ 9,759,102$
Employee Benefits Cash 110-00-1000 0.20%1,450 2,132
Employee Benefits MM 110-00-1010 0.20%122,002 123,883
Internal Service Fund 180-00-1000 0.05%129,374 167,101
OPERATING ACCOUNTS 10,387,184$ 10,052,218$
GF Contingency Reserve MM 2487969 001-00-1031 0.20%630,695$ 630,695$
GF Contingency Reserve CD Prosperity 001-00-1039 4/26/2023 0.55%217,508 217,508
GF Contingency Reserve CD 674907 001-00-1043 7/13/2023 0.45%214,607 214,634
CONTINGENCY RESERVE 1,062,810$ 1,062,837$
*GF Equipment Replacement MM 2376237 001-00-1032 0.20%182,464$ 182,889$
*GF Equipment Replacement CD 719706 001-00-1033 7/6/2023 0.45%64,492$ 64,500$
*General Storm Recovery Pooled Cash 201-00-1000 0.05%675,000 700,000
EQUIPMENT REPLACEMENT RESERVES 921,956$ 947,389$
*A R P Funds Cash 001-00-1034 1,083,297$ 2,167,268$
*Hotel Occupancy Tax 050-00-1000 132,959$ 132,959$
*Police Grant Fund 320-00-1000 4,780 4,780
*Fire Grant Fund 324-00-1000 68,302 68,302
*Library Grant Fund 342-00-1000 14 14
*Beautification Board - KSB 432-00-1000 5,526 5,526
*Library Restricted for Building Expansion 442-00-1000 46,204 46,204
*Library Building Expansion CD 702994 442-00-1035 1/22/2023 0.45%52,380 52,387
*Parkland Dedication Fund 450-00-1000 104,428 104,428
*Roadway Impact Fee Fund 451-00-1000 1,333,180 1,352,429
*Court Security Restricted Fund 470-00-1000 15,601 15,754
*Court Technology Restricted Fund 471-00-1000 56 102
*Child Safety Fee Fund 475-00-1000 64,445 64,445
*Forfeited Property Fund 480-00-1000 10,272 10,272
*Police Donations 620-00-1000 78 78
*Fire Donations 624-00-1000 7,038 7,038
*Banner Account for Parks 632-00-1000 6,311 6,311
*Library Donations 642-00-1000 6,952 6,952
*OTHER 2,941,823$ 4,045,249$
*
TOTAL CASH AND INVESTMENTS 15,313,773$ 16,107,693$
TOTAL UNRESTRICTED 11,449,994$ 11,115,055$
*Restricted Funds
GENERAL FUND
September 30, 2022
CASH AND INVESTMENTS
Page 10 of 14
279
Item 15.
Name Acct. #Maturity Yield Prior Period Current Balance
Pooled Cash 008-00-1010 0.05%2,373,637$ 2,769,244$
OPERATING ACCOUNTS 2,373,637$ 2,769,244$
*Pooled Cash 008-00-1010 0.05%175,841$ 181,706$
*Water Deposit CD 2375850 008-00-1041 1/3/2023 0.45%300,000 300,000
WATER DEPOSIT REFUND ACCOUNT 475,841$ 481,706$
*Combined EF Debt Service MM 2376113 008-00-1039 0.20%490,079 331,745
BOND FUNDS 490,079$ 331,745$
EF Contingency Reserve MM 2809753 008-00-1012 0.20%629,136$ 629,136$
EF Contingency Reserve CD 787860 008-00-1014 2/14/2023 0.45%319,902 319,943
EF Reserve CD 642541 008-00-1040 9/25/2023 0.45%107,508 107,522
CONTINGENCY RESERVES 1,056,546$ 1,056,601$
*EF Storm Recovery MM 208-00-1033 0.20%1,233,062$ 1,233,062$
*EF Equipment Replacement MM 2376202 008-00-1034 0.20%140,013 140,370
OTHER 1,373,075$ 1,373,432$
TOTAL CASH AND INVESTMENTS 5,769,178$ 6,012,728$
TOTAL UNRESTRICTED 3,430,183$ 3,825,845$
*Restricted Funds
ENTERPRISE FUND
September 30, 2022
CASH AND INVESTMENTS
Page 11 of 14
280
Item 15.
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 003-00-1000 0.05%190,978$ 188,253$
*DSF Money Market 2376105 003-00-1010 0.20%60,539 60,539
TOTAL RESTRICTED 251,517$ 248,792$
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 009-00-1000 0.05%985,700$ 1,145,586$
TOTAL RESTRICTED 985,700$ 1,145,586$
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 004-00-1000 0.05%3,247,035$ 3,350,291$
TOTAL RESTRICTED 3,247,035$ 3,350,291$
Name Acct. #Maturity Yield Prior Period Current Balance
*Sewer Capital Improvements MM-10% Rev 840-00-1020 0.20%1,617,239$ 1,623,787$
*Sewer Capital Reserve MM 2380226 Tap Fees 840-00-1038 0.20%2,619,421 2,650,421
*SEWER CAPITAL RESERVE - TAP FEES 4,236,660$ 4,274,208$
*Water Capital Reserve MM 2376156 Tap Fees 840-00-1037 0.20%2,073,482$ 2,100,532$
*2021 CO MM 840-00-1039 0.20%13,488,448$ 13,488,448$
*Pooled Cash 840-00-1000 0.05%1,005,099 805,006
TOTAL RESTRICTED 20,803,689$ 20,668,194$
*Restricted Funds
ENTERPRISE CAPITAL PROJECTS FUND
GENERAL CAPITAL PROJECTS FUND
General
DEBT SERVICE & CAPITAL PROJECTS
CASH AND INVESTMENTS
September 30, 2022
ENTERPRISE DEBT SERVICE FUND
Page 12 of 14
281
Item 15.
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 41-00-1000 0.05%1,761,148$ 1,804,776$
*Cash NOW 900020693 Prosperity 41-00-1010 0.05%332,053 332,053
*4A MM 902551273 Prosperity 41-00-1012 0.20%480,396 480,396
*Sanger TX Ind Corp CD 486639 41-00-1013 11/2/2022 0.25%95,843 95,851
TOTAL CASH AND INVESTMENTS 2,669,440$ 2,713,076$
Name Acct. #Maturity Yield Prior Period Current Balance
*Pooled Cash 42-00-1000 0.05%1,996,699$ 2,043,700$
*Cash MM 2379694 42-00-1010 0.05%200,838 200,838
*4B CD 653500 42-00-1013 4/3/2023 0.45%22,158 22,160
*4B CD 659924 42-00-1014 11/12/2022 0.45%21,913 21,916
*4B CD 664243 42-00-1015 6/5/2023 0.45%22,009 22,012
*4B CD 673277 42-00-1016 7/9/2023 0.45%21,963 21,965
*4B CD 686115 42-00-1017 8/4/2023 0.45%21,982 21,989
*4B CD 689521 42-00-1018 9/11/2023 0.45%21,902 21,905
*4B CD 694371 42-00-1019 11/14/2022 0.45%21,987 21,990
*4B CD 697230 42-00-1020 11/17/2022 0.45%22,113 22,116
*4B CD 699934 42-00-1021 12/18/2022 0.45%22,036 22,039
*4B CD 702285 42-00-1022 1/31/2023 0.45%21,847 21,850
*4B CD 706078 42-00-1023 2/19/2023 0.45%21,757 21,760
*4B CD 720097 42-00-1024 2/9/2023 0.45%21,439 21,442
*4B CD 720119 42-00-1025 11/9/2022 0.45%21,474 21,477
TOTAL CASH AND INVESTMENTS 2,482,117$ 2,529,159$
*Restricted Funds
4B FUND
4A & 4B FUNDS
September 30, 2022
CASH AND INVESTMENTS
General
Page 13 of 14
282
Item 15.
a.
b.
Clayton Gray John Noblitt
Clayton Gray John Noblitt
Finance Director City Manager
Ethics Disclosure and Conflicts of Interest
In accordance with the PFIA,investment officers are required to file a disclosure statement with the
Texas Ethics Commission and the governing body if:
the officer has a business relationship with a business organization offering to engage
in an investment transaction with the City (as defined in 2256.005 (i) (1-3); or
the officer is related within the second degree by affinity or consanguinity,as
determined under Chapter 573 of the Texas Government Code,to an individual
seeking to transact investment business with the entity. PFIA 2256.005 (i).
CITY OF SANGER, TEXAS
INVESTMENT REPORT
September 30, 2022
The Monthly Investment Report is in full compliance with the objectives,restrictions,and strategies
as set forth in the City of Sanger's Investment Policy and Texas Government Code 2256.023,the
Public Funds Investment Act (PFIA).
The City only invests in Money Market accounts and Certificates of Deposit.Interest is paid monthly
on all accounts.Therefore,book value and market value are the same and the City does not have
accrued interest on its investments.
Page 14 of 14
283
Item 15.
284
Item 16.
285
Item 16.