HomeMy WebLinkAboutItem 06 Approval to Award to Bid (ITB) #26-001 Flewelling 2-Inch Water Main Replacement Project
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
STAFF REPORT
Meeting Date: December 2, 2025
Item #: 6
Contact Name: Alexis Chentouf, Joyce Tolbert Department Director: Steven Weber
Contact Number: Ext. 3111, Ext. 1516 City Manager: Craig Shadrix
Subject: Approval to Award to Bid (ITB) #26-001 Flewelling 2-Inch Water Main Replacement
Project. (Procurement Manager Tolbert)
Background Summary: The City of Ocoee solicited bids from qualified contractors for the installation of
approximately 3,050 LF of 6” ductile iron water main and all associated valves, fittings, water services, stub-
outs, fire hydrants, blow-offs, and connections to existing water mains. Additionally, the work includes the
cutting, capping and abandoning in place of 2” galvanized steel water main. Surface restoration of all impacted
facilities, including asphalt roadway trench repair, milling, resurfacing, and replacing asphalt, concrete
sidewalk and curbing, driveways (concrete, stone, asphalt, pavers), striping, ADA ramps, sodding,
landscaping, etc. Demolition, removal and re-connection of water services and meters. Deflection of existing
or proposed utilities, testing, disinfection of new pipelines and dewatering as necessary for installation of new
pipe and structures and all other work as shown in the Contract Drawings.
The ITB was publicly advertised on October 5, 2025, and opened on November 4, 2025. There were a total of
seven (7) bids received and all were deemed responsive. The bids ranged from $1,084,134.00 to
$1,625,719.00 and are available in the finance department for review. Staff recommends awarding ITB #26-
001 Flewelling 2-Inch Water Main Replacement Project to the lowest bidder, Schuller Contractors
Incorporated, for the total bid of $1,084,134.00 per the attached Award Recommendation from Utilities'
Director Jen Bolling. Schuller Contractors Incorporated is currently part of the City's Small Construction
Contract and has successfully completed other City Projects. This total bid comes in under the Engineer's
Estimate of $1,700,000.00.
Bidder Total Bid
1. Schuller Contractors Incorporated $1,084,134.00
2. J Malever Construction $1,200.615.00
3. EZ Contracting, LLC. $1,244,300.00
4. Prime Construction Group, Inc. $1,264,000.00
5. Clearwater Solutions, LLC. $1,289,176.56
6. Pabon Engineering, Inc. $1,549,500.00
7. Cathcart Construction Company — Florida, LLC. $1,625,719.00
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
Issue:
Should the Honorable Mayor and City Commissioners award the bid for the Flewelling 2-Inch Water Main
Replacement Project to Schuller Contractors, Incorporated?
Recommendations:
Staff recommends the Honorable Mayor & City Commissioners:
1. Award ITB #26-001 Flewelling 2-Inch Water Main Replacment Project to Schuller Contractors Incorporated
for the amount of $1,084,134.00, and authorize the Mayor, City Clerk, and Staff to execute the required
contract documents once the required bonds and insurance are received.
2. Authorize the City Manager to approve change orders to this contract up to the limit of his purchasing
authority for each change order and up to the budgeted amount for this project for all change orders.
Attachments:
1. Award Recommendation
2. Bid Tabulation
3. Invitation to Bid
4. Schuller Bid Package
5. Addendum 01
6. Addendum 02
7. Addendum 03
8. Addendum 04
9. Project Plans
Financial Impacts:
The Flewelling 2-Inch Water Main Replacement Project has been budgeted for a total amount of
$1,567,075.00 from the Water Capital Improvements Carry Forward Fund (408-533-10-6302) in Job Number
P000284. With the cost for design and construction management of the water main at $121,636.00, the
available budget for construction is $1,445,439.00.
Type of Item: Consent
Mayor Rusty Johnson
City Manager Craig Shadrix
f I orl d a
MEMORANDUM
Commissioners Scott R. Kennedy, District l Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver Ill, District 4
TO:Alexis Chentouf
Purchasing Technician
Through:Jennifer Bolling, P.L A
Utilities Director�./
FROM:T'Jean Tomlinson, P.E. ':J �
Engineering Manager
DATE:Wednesday, November 19, 2025
RE:1TB #26-001 Flewelling 2-lnch Water Main Replacement Project Award Recommendation
The Flewelling 2-lnch (a.k.a. Jay, Cardinal, and Orange) Water Main Replacement
Project has budget available for Fiscal Year 2025-2026 for a total amount of
$1,567,075.00 from the Water Capital Improvements Carry Forward Fund (408-533-
10-6302) in Job Number P000284. With the cost for design and construction
management of the water main at $121,636.00, the available budget for
construction is $1,445,439.00. The Utilities Department recommends awarding 1TB
#26-001 Flewelling 2-lnch Water Main Replacement Project to the lowest responsive
bidder for the base bid, Schuller Contractors Incorporated, in the amount of
$1,084,134.00 based on the following:
•On November 04, 2025, bids were opened for Bid 1TB #26-001 Flewelling 2-
lnch Water Main Replacement Project. The three lowest bidders and their bid
prices are listed below.
l.Schuller Contractors Incorporated
9125 Parkers Landing, Suite 6
Orlando, FL 32824
Base Bid Price: $1,084, 134.00
2.J. Malever Construction Company
301 Sampey Road
Groveland, FL 34736
Base Bid Price: $1,200,615.00
3.EZ Contracting, LLC.
5324 56th Commerce Park Boulevard
City of Ocoee Utilities • 1800 A.D. Mims Road • Ocoee, Florida 347 61 Phone: ( 407) 905-3159 • www.ocoee.org/utilities
ITB #26-001
FLEWELLING 2-INCH WATER MAIN REPLACEMENT PROJECT
BID TABULATION
11/04/25 2:00 P.M.
Acknowleged Addendum #1, 2, 3, & 4
Revised Questionaire
Bid Security (Bid Bond)
Company Verification/License Check
Exceptions
Required Forms
DESCRIPTION QTY. UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
Mobilization/Demobilization 1 $75,128.00 $75,128.00 $59,998.40 $59,998.40 $50,000.00 $50,000.00 $57,000.00 $57,000.00
General Requirements, Bonds, and Permits 1 $92,870.00 $92,870.00 $28,332.23 $28,332.23 $20,000.00 $20,000.00 $18,000.00 $18,000.00
Maintenance of Traffic 1 $18,520.00 $18,520.00 $28,720.10 $28,720.10 $25,000.00 $25,000.00 $80,000.00 $80,000.00
Erosion Control 1 $27,210.00 $27,210.00 $13,881.17 $13,881.17 $20,000.00 $20,000.00 $5,000.00 $5,000.00
Construction Photographs and Audio - Visual
Recording 1 $8,750.00 $8,750.00 $5,078.30 $5,078.30 $10,000.00 $10,000.00 $5,000.00 $5,000.00
Survery (Horizontal and Vertical Controls & As-
Builts)1 $31,406.00 $31,406.00 $17,485.02 $17,485.02 $20,000.00 $20,000.00 $40,000.00 $40,000.00
Cut and Cap Exsisting 2" Galvanized Steel Water
Main in Place 6 $1,780.00 $10,680.00 $2,404.21 $14,425.26 $15,000.00 $90,000.00 $2,000.00 $12,000.00
Removal and Disposal of 6" PVC Water Main 25 $60.00 $1,500.00 $198.78 $4,969.50 $100.00 $2,500.00 $60.00 $1,500.00
Furnish and Install 6" Dia. DI Water Main 3,050 $185.00 $564,250.00 $134.22 $409,371.00 $150.00 $457,500.00 $125.00 $381,250.00
Connections to 6" Dia. PVC and DI Water Main 1 $19,257.00 $19,257.00 $35,760.06 $35,760.06 $30,000.00 $30,000.00 $20,000.00 $20,000.00
6" Gate Valve and Box 11 $3,638.00 $40,018.00 $3,699.97 $40,699.67 $8,000.00 $88,000.00 $2,750.00 $30,250.00
General D.I. Fittings 0.5 $15,870.00 $7,935.00 $43,772.78 $21,886.39 $5,500.00 $2,750.00 $12,000.00 $6,000.00
6" Insertion Valve 2 $18,420.00 $36,840.00 $19,644.81 $39,289.62 $25,000.00 $50,000.00 $13,000.00 $26,000.00
Fire Hydrant Assembly 6 $11,814.00 $70,884.00 $7,529.47 $45,176.82 $4,500.00 $27,000.00 $8,000.00 $48,000.00
Double 1" P.E. Service 16 $4,419.00 $70,704.00 $2,451.34 $39,221.44 $2,500.00 $40,000.00 $4,000.00 $64,000.00
Single 1" P.E. Service 25 $3,876.00 $96,900.00 $2,138.97 $53,474.25 $2,000.00 $50,000.00 $3,500.00 $87,500.00
6" x 6" Tapping Sleeve and Valve 2 $9,477.00 $18,954.00 $14,057.26 $28,114.52 $20,000.00 $40,000.00 $6,000.00 $12,000.00
Remove and Replace Concrete Sidewalk 4" Thick 193 $175.00 $33,775.00 $216.06 $41,699.58 $100.00 $19,300.00 $200.00 $38,600.00
Remove and Replace Concrete Driveways 6"
Thick 308 $180.00 $55,440.00 $201.25 $61,985.00 $150.00 $46,200.00 $225.00 $69,300.00
Remove and Replace Driveways (Non-Concrete) 261 $125.00 $32,625.00 $187.22 $48,864.42 $50.00 $13,050.00 $65.00 $16,965.00
Removal and Disposal of Exsisting Fire Hydrants 1 $4,777.00 $4,777.00 $3,865.60 $3,865.60 $3,000.00 $3,000.00 $1,750.00 $1,750.00
Removal and Replacement of Asphalt 500 $181.00 $90,500.00 $165.69 $82,845.00 $200.00 $100,000.00 $105.00 $52,500.00
General Restoration 1 $202,759.00 $202,759.00 $128,130.24 $128,130.24 $20,000.00 $20,000.00 $113,000.00 $113,000.00
Utility Coordination 1 $14,037.00 $14,037.00 $35,905.97 $35,905.97 $20,000.00 $20,000.00 $15,000.00 $15,000.00
TOTAL BASE BID $1,625,719.00 $1,289,179.56 $1,244,300.00 $1,200,615.00$444.00
*License check, submitted forms & references verified
only on lowest three firms.
*Bidders listed in alphabetical order
*Yellow highlighted amounts represent discrepancies on
the Bid Form
*Missing forms are considered a minor irregularity.
BID TABULATION
Cathcart Construction
Company - Florida, LLC.J Malever Construction EZ Contracting, LLC.
Active
Bid Bond Bid Bond
Clearwater Solutions, LLC.
Active
23
No No
1
ITB #26-001
FLEWELLING 2-INCH WATER MAIN REPLACEMENT PROJECT
BID TABULATION
11/04/25 2:00 P.M.
Acknowleged Addendum #1, 2, 3, & 4
Revised Questionaire
Bid Security (Bid Bond)
Company Verification/License Check
Exceptions
Required Forms
DESCRIPTION QTY.
Mobilization/Demobilization 1
General Requirements, Bonds, and Permits 1
Maintenance of Traffic 1
Erosion Control 1
Construction Photographs and Audio - Visual
Recording 1
Survery (Horizontal and Vertical Controls & As-
Builts)1
Cut and Cap Exsisting 2" Galvanized Steel Water
Main in Place 6
Removal and Disposal of 6" PVC Water Main 25
Furnish and Install 6" Dia. DI Water Main 3,050
Connections to 6" Dia. PVC and DI Water Main 1
6" Gate Valve and Box 11
General D.I. Fittings 0.5
6" Insertion Valve 2
Fire Hydrant Assembly 6
Double 1" P.E. Service 16
Single 1" P.E. Service 25
6" x 6" Tapping Sleeve and Valve 2
Remove and Replace Concrete Sidewalk 4" Thick 193
Remove and Replace Concrete Driveways 6"
Thick 308
Remove and Replace Driveways (Non-Concrete) 261
Removal and Disposal of Exsisting Fire Hydrants 1
Removal and Replacement of Asphalt 500
General Restoration 1
Utility Coordination 1
TOTAL BASE BID
*License check, submitted forms & references verified
only on lowest three firms.
*Bidders listed in alphabetical order
*Yellow highlighted amounts represent discrepancies on
the Bid Form
*Missing forms are considered a minor irregularity.
BID TABULATION
UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
$77,000.00 $77,000.00 $62,500.00 $62,500.00 $51,000.00 $51,000.00
$52,500.00 $52,500.00 $34,720.00 $34,720.00 $36,906.00 $36,906.00
$45,700.00 $45,700.00 $25,000.00 $25,000.00 $36,000.00 $36,000.00
$3,260.00 $3,260.00 $15,000.00 $15,000.00 $10,800.00 $10,800.00
$10,500.00 $10,500.00 $2,500.00 $2,500.00 $5,000.00 $5,000.00
$25,000.00 $25,000.00 $25,000.00 $25,000.00 $21,660.00 $21,660.00
$3,600.00 $21,600.00 $600.00 $3,600.00 $1,500.00 $9,000.00
$100.00 $2,500.00 $40.00 $1,000.00 $100.00 $2,500.00
$240.00 $732,000.00 $198.00 $603,900.00 $130.00 $396,500.00
$25,000.00 $25,000.00 $35,000.00 $35,000.00 $10,000.00 $10,000.00
$5,000.00 $55,000.00 $2,800.00 $30,800.00 $3,000.00 $33,000.00
$12,000.00 $6,000.00 $12,000.00 $6,000.00 $21,600.00 $10,800.00
$12,500.00 $25,000.00 $5,500.00 $11,000.00 $17,400.00 $34,800.00
$8,800.00 $52,800.00 $12,000.00 $72,000.00 $10,000.00 $60,000.00
$4,650.00 $74,400.00 $2,800.00 $44,800.00 $3,431.00 $54,896.00
$4,450.00 $111,250.00 $2,600.00 $65,000.00 $2,045.00 $51,125.00
$14,000.00 $28,000.00 $8,700.00 $17,400.00 $9,800.00 $19,600.00
$165.00 $31,845.00 $140.00 $27,020.00 $120.00 $23,160.00
$190.00 $58,520.00 $190.00 $58,520.00 $150.00 $46,200.00
$125.00 $32,625.00 $40.00 $10,440.00 $120.00 $31,320.00
$3,000.00 $3,000.00 $2,800.00 $2,800.00 $3,600.00 $3,600.00
$78.00 $39,000.00 $90.00 $45,000.00 $180.00 $90,000.00
$35,000.00 $35,000.00 $60,000.00 $60,000.00 $40,267.00 $40,267.00
$2,000.00 $2,000.00 $5,000.00 $5,000.00 $6,000.00 $6,000.00
$1,549,500.00 $1,264,000.00 $1,084,134.00
1
Schuller Contractors
Incorporated
Bid Bond
Active
No
Pabon Engineering, Inc.
Prime Construction Group,
Inc.
2
SECTION 00020
INVITATION TO BID
Flewelling 2-Inch Water Main
Replacement Project
ITB #26-001
00020-1
ITB #26-001 Flewelling 2-Inch Water Main Replacement
Project
The City of Ocoee, Florida (“City”, “Owner”) is soliciting sealed Bids for the Project ITB #26-001
Flewelling 2-Inch Water Main Replacement Project.
Description of Work: All Work for the Project shall be constructed in accordance with the drawings
and specifications and the Contact Documents prepared by Hazen and the City of Ocoee Utilities
Department. The proposed project will be awarded and constructed, in conformance with the
plans, specifications, and City of Ocoee Engineering Standards Manual. Bids shall be deemed to
include all items necessary for the furnishing, delivering, and installing of all materials, equipment,
incidentals, and services, including all labor for the work which is generally described as the
following:
A. The Project consists of the installation of approximately 3,050 LF of 6” ductile iron
water main and all associated valves, fittings, water services, stub-outs, fire hydrants,
blow-offs, and connections to existing water mains. Additionally, the work includes the
cutting, capping and abandoning in place of 2” galvanized steel water main. Surface
restoration of all impacted facilities, including asphalt roadway trench repair, milling,
resurfacing, and replacing asphalt, concrete sidewalk and curbing, driveways (concrete,
stone, asphalt, pavers), striping, ADA ramps, sodding, landscaping, etc. Demolition,
removal and reconnection of water services and meters. Deflection of existing or
proposed utilities, testing, disinfection of new pipelines and dewatering as necessary for
installation of new pipe and structures and all other work as shown in the Contract
Drawings.
B. All work must be in compliance with the City of Ocoee Engineering Standards Manual. See
Section 02100. All work activities shall be required to be in accordance with the permits
issued by the respective agencies. All work performed will be required to be done while
maintaining the functional operation of the existing reclaim mains.
The City is ONLY accepting electronic solicitation responses online through the City’s Euna
Procurement platform at https://ocoee.bonfirehub.com. This link can also be accessed through the
City’s website at https://www.ocoee.org/323/Purchasing under the Current Open Solicitations
menu. All Bid submissions for this ITB MUST be submitted electronically through the Euna
Procurement Platform. Bid submissions received in any other format will not be accepted; no
paper, fax, or e-mailed submissions will be accepted. There is no charge for bidders to use the
Euna e-procurement
Flewelling 2-Inch Water Main
Replacement Project
ITB #26-001
00020-2
platform. Euna Procurement platform’s minimum system requirements: Microsoft Edge, Google
Chrome, Safari, or Mozilla Firefox. JavaScript and browser cookies must be enabled.
Registration with Euna Procurement is free and is required prior to submitting a bid. It is
suggested that prospective bidders register no later than 24 hours in advance of the bid
submission deadline to ensure proper registration. Should a Bidder need assistance with
registering, please contact the Euna Procurement formally known as Bonfire, Support Desk by
emailing support@gobonfire.com. Support by email is provided Monday to Friday from 8:00 a.m. –
8:00 p.m. EST/EDT.
Upon completing the registration with Euna Procurement, bidders will be able to submit a bid
securely, any time before the bid submission deadline, at https://ocoee.bonfirehub.com by clicking
the “PREPARE YOUR SUBMISSION” under the solicitation. An instructional video is provided
for an overview of the submission process. Once the bid has been submitted, the Bidder will
receive a date/time stamp confirmation within the Euna Procurement platform and an email
confirmation of the bid submission. Bids submitted on the Euna Procurement Platform will
remain locked and inaccessible by City staff until the bid deadline. Bidders are encouraged to
allow ample time to upload and submit their Bid as the system will automatically lock upon the bid
submission deadline. The actual contract award will be made by the Ocoee City Commission at a
later date. Please be aware that all City Commission meetings are duly noticed public meetings
and all documents submitted to the City as a part of a bid constitute public records under Florida
law.
Bid Submission Deadline: Bids will only be accepted electronically through the Euna
Procurement Platform until 2:00 p.m., local time, on November 4, 2025. Bidders shall submit
one (1) complete electronic copy, preferably in a single file, of their Bid on the Bonfire Platform.
Bids must be received by Bonfire no later than the bid submission deadline. It shall be the sole
responsibility of the Bidder to have its Bid uploaded and submitted on the Bonfire Platform prior
to the due date and time. Any attempt to submit a bid after the submission deadline will not be
accepted under any circumstances. Any uncertainty regarding the time a bid is received will be
resolved against the Bidder. A virtual public bid opening will be held at approximately 2:01 pm. or
as soon thereafter. Once available, the details on how to access the virtual bid opening will be
posted in the project file on Euna Procurement and available on the City’s website at
https://www.ocoee.org/959/Public-Bid-Meetings.
Deadline for Receipt of Questions: The City will receive questions regarding this ITB only through
written inquires directed to Alexis Chentouf, Purchasing Technician at achentouf@ocoee.org OR
through the questions and answer section of the project file on Euna Procurement until October
28, 2025 at 2:00 p.m., local time. Any clarifications/changes will be made by way of written
addenda only, issued by Purchasing and posted on Euna Procurement. Bidders should not contact
City staff, with the exception of the Purchasing Technician, or other City consultants for
information regarding this ITB before the Bid award date. Any contact with any other member of
City Staff, City Commission, or its agents during the solicitation, award, and protest period may
be grounds for disqualification.
Flewelling 2-Inch Water Main
Replacement Project
ITB #26-001
00020-3
Pre-Bid Conference: A non-mandatory pre-bid conference is scheduled for 10:00 a.m. local time
on a Tuesday, October 21, 2025, at the City of Ocoee Commissions Chambers, 1 N. Bluford
Ave, Ocoee, FL 34761.
Bid Bond: A certified check or bid bond shall accompany each Bid. The certified check or bid bond
shall be for an amount not less than five percent (5%) of the bid price, and shall be made payable to
the City of Ocoee as a guarantee that the Bidder will not withdraw for a period of ninety (90) days
after bid closing time. A copy of the bid security is to be included with the bid submitted
electronically Bonfire. The original bid security is to be mailed within five (5) business days after the
bid opening to: City of Ocoee, Finance Department/Purchasing, Attention: Alexis Chentouf,
Purchasing Technician, 1 N. Bluford Avenue, Ocoee, FL 34761. Failure to provide the original will
cause your bid to be deemed non-responsive.
Convicted Vendor List (Public Entity Crime). A person or affiliate who has been placed on the
convicted vendor list following a conviction for a public entity crime may not submit a Bid on an
award to provide any goods or services to a public entity, may not submit a bid on an award with a
public entity for the construction or repair of a public building or public work, may not submit bids
on leases of real property to a public entity, may not be awarded or perform work as a Contractor,
Supplier, Subcontractor, or Consultant under a award with any public entity, and may not transact
business with any public entity in excess of the threshold amount provided in section 287.017 for
Category Two for a period of 36 months from the date of being placed on the convicted vendor list.
[See s. 287.133(2)(a), Florida Statutes.]
Florida Public Records Law. In accordance with Chapter 119, Florida Statutes, and, except as may
be provided by Chapter 119, Florida Statutes, and other applicable State and Federal Laws, all
Bidders should be aware that the Bid and the responses thereto are in the public domain and are
available for public inspection. Bidders are requested, however, to identify specifically any
information contained in their bids that they consider confidential and/or proprietary and that they
believe to be exempt from disclosure, citing specifically the applicable exempting law. All bids
received in response to this Invitation to Bid become the property of the City and will not be
returned. In the event of an award, all documentation produced as part of the contract will become
the exclusive property of the City.
Prohibition Against Considering Social, Political or Ideological Interests in Government
Contracting: Bidders are hereby notified of the provisions of section 287.05701, Florida Statutes, as
amended, that the City will not request documentation of or consider a Bidder's social, political, or
ideological interests when determining if the Bidder is a responsible Bidder. Bidders are further
notified that the City's governing body may not give preference to a Bidder based on the Bidder's
social, political, or ideological interests.
The City reserves the right to accept or reject any or all bids, to waive formalities,
technicalities or irregularities, to request clarification of information submitted in any bid, or
to re-advertise for new bids. The City may accept any item or group of items of any bid, unless
the Bidder qualifies its bid by specific limitations. The City may accept one or more bids if, in
the City’s discretion, the City determines that it is in the City’s best interest to do so.
Flewelling 2-Inch Water Main
Replacement Project
ITB #26-001
00020-4
The City reserves the right to award the contract to the Bidder which, in the City’s sole
discretion, is the most responsive and responsible Bidder. The City reserves the right, as an
aid in determining which bid is responsible, to require a bidder to submit such additional
evidence of Bidder’s qualifications as the City may deem necessary, and may consider any
evidence available to the City of the financial, technical, and other qualifications and abilities
of a Bidder, including past performance (experience) with the City and others. The City
Commission shall be the final authority in the selection of any and all bids.
END OF SECTION
Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1
Rosemary Wilsen, District 2
City Manager Richard Firstner, District 3 Craig Shadrix
George Oliver III, District 4
Addendum No.1 ITB #26-001 Flewelling 2-Inch Water Main Replacement Project Page 1
October 20, 2025
ADDENDUM NO. ONE (1)
CITY OF OCOEE
ITB #26-001 Flewelling 2-Inch Water Main Replacement Project
This addendum shall modify and become a part of the original ITB Documents for ITB #26-001. This
addendum consists of two (2) pages. Bidders should acknowledge receipt of this addendum in the space
provided in the Bid Form. Failure to do so may subject the Bidder to disqualification.
Answers to questions received and/or Amendments to the ITB Documents are as follows
1. Questions / Answers
Q1. Is there a geotechnical report available for this project?
A1. No.
Q2. Does the city have a preferred method for the trenchless construction. Is pneumatic boring (Missile)
acceptable or is directional drilling preferred?
A2. The DIP water main installation method is by open cut only. Long services shall be installed by
horizontal directional drill; the City does not permit the use of the missile method, as previous
projects have experienced repeated issues with missiles becoming stuck beneath the roadway. Short
services shall be installed by open cut.
Q3. Is bedding required for the DI pipe?
A3. It is not normally required for laying ductile iron pipe unless conditions are wet. It will be
required for all areas dictated on the plans and specifications such as TEEs, hydrants, etc.
Continue to Next Page
Addendum No. 1 ITB #25-001 Transmission Main Interconnect to Orange County Utilities RCW System ARPA Project Page 2
Q4. In spec section 00100-9 12.12. the written value of the capped mobilization value is five percent, but
the numeric valve is 4%. Section 1505-3 has it at 5%. Please clarify what is the capped value of the
mobilization value for this project.
A4. The mobilization is five percent (5%).
Alexis Chentouf
Alexis Chentouf
Purchasing Technician
cc: Jen Bolling, Utilities Director
Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1 Rosemary Wilsen, District 2
City Manager Richard Firstner, District 3 Craig Shadrix George Oliver III, District 4
Addendum No.2 ITB #26-001 Flewelling 2-Inch Water Main Replacement Project Page 1
October 27, 2025
ADDENDUM NO. TWO (2)
CITY OF OCOEE
ITB #26-001
Flewelling 2-Inch Water Main Replacement Project
This addendum shall modify and become a part of the original ITB Documents for ITB #26-001. This
addendum consists of eight (8) pages. Bidders should acknowledge receipt of this addendum in the space
provided in the Bid Form. Failure to do so may subject the Bidder to disqualification.
Answers to questions received and/or Amendments to the ITB Documents are as follows
1.Questions / Answers
Q1. Is there any property near the job that can be used for Lay down yard?
A1. It will be the Contractor’s responsibility to find and secure a Lay Down Yard but the City will
be open to the Contractor using the areas circled in red on the attachment below. This will be
decided during the Pre-Construction Meeting.
Q2. Is the city assuming responsibility for the meter connections?
A2. The Contractor will be responsible for meter connections to the re-routed water services lines
from the homes.
Q3. What is the engineer's estimate for the scope of work on this project?
A3. Approximately $1,700,000.00
Q4. Section 1001-34 has the contractor providing a furnished trailer for the exclusive use of the engineer.
Please clarify if this is a requirement for this project.
A4. Owner/Engineer’s field office is not required.
Addendum No. 2 ITB #26-001 Flewelling 2-Inch Water Main Replacement Project Page 2
Q5. With the existing waterline located in the back property line. Who will be responsible to connect the
new water service built during this project which will be located at the roadway R/W to the house's
existing service located in the backyard / along the back property line? If this is done by others / residents
will it be required to be done during the 270 construction days? If all the residents are not connected by
that date will the contractor be responsible / compensated to come back and cap the back yard main
service line once all the residents are connected in the block?
A5. The City will be reaching out to plumbers to re-route the services from the back of the homes
to the front at the point of connection for the new services.
Q6. In section 500-6 - 7.9 The contractor shall perform work with a value not less than 30% of the
contract value but in section 200-23 - 9 It says No more than 30% of the dollar value of the total bid for
the work shall be performed by subcontractors. What is the % of the contract value that can be done by
the prime contractor and all other subcontractors?
A6. No more than 30% of the work shall be performed by subcontractors.
Q7. In the questionnaire section page 301-18 it references contractors license number and how many
years has your organization been in business as a general contractor? This type of project should allow
for the use of a underground contractors license or a general contractor license be meet the license
requirement of the prime contractor. Will a underground contractor license number and years of
experience be acceptable on this questionnaire for this job?
A7. Yes, the requirement shall be open to firms holding either an Underground Contractor’s
License or a General Contractor’s License. Please refer to the revised Questionnaire form attached.
Q8. Is trenchless required or can long services be done by open trench?
A8. Trenchless is required for long services. Please see the answer on Addendum 1 for Q2 for more
information.
Q9. Does the City require project name, contract no., description, etc with the municipalities?
A9. Yes.
Q10. Who is responsible for landscaping and paver restoration? Will there be any storing or palletization?
Page Continues
Addendum No. 2 ITB #26-001 Flewelling 2-Inch Water Main Replacement Project Page 3
A10. The City does not require the Contractor to replace pavers removed in the ROW that conflict
with construction nor does the City require the Contractor to restore landscaping planted by the
resident in the City’s ROW that is within the path of construction. Material outside of the City’s
ROW on the resident’s private property that is damaged by the Contractor will be the
responsibility of the Contractor to repair/replace and any disputes shall be between the Contractor
and the resident. Prior to Construction, the City will send Project Introduction Letters to residents
regarding the removal and stockpiling of landscaping and pavers. It will be the resident’s
responsibility to coordinate with the City regarding what will be kept and the stockpile location for
the resident to re-install after the project. The Contractor shall take the upmost care in removing
landscaping and pavers to be stockpiled as to not damage the material.
Q11. For the project below 2 Insertion Valves are called out but I did not notice the manufacturer for
these valves in the bid docs. What are the acceptable manufacturers for insertion valves for the City of
Ocoee?
A11. The City has used the Manufacturer Hydra-Stop for the Insertion Valves in recent projects.
Q12. Will the contractor be able to have a daily flagging lane closure to install the pipe?
A12. The contractor can have a one lane flagging operation to install the pipe. All TTC and site
safety is the responsibility of the contractor. Any TTC set ups must be submitted with a timeline,
reviewed, and approved by City Staff in advance of the work proposed.
Q13. Will the contractor be able to close Center St with a detour to make each of the 3 connections to the
existing waterline and do the road crossing on Center Street. A separate closure and detour would be used
for the mill & repave operation at the 3 connection points
A13. The City would consider a road closure on Center St to make the connections and repairs.
Again, all TTC and site safety is the responsibility of the contractor. Any TTC set ups must be
submitted with a timeline, reviewed, and approved by City Staff in advance of the work proposed.
Q14. Does this project have any BABA or AIS requirements that requires the contractor to have to buy
American made materials?
A14. No, as this project is not State or Federal funded.
Addendum No. 2 ITB #26-001 Flewelling 2-Inch Water Main Replacement Project Page 4
2. Section 00300 – Questionnaire
• The revised Section 00300 will be attached to this addendum
3. Marked Plans for Approved Lay Down Areas
• The marked drawings will be attached to this addendum.
Alexis Chentouf
Alexis Chentouf
Purchasing Technician
cc: Jen Bolling, Utilities Director
Attachments:
Questionnaire
Marked Plans for Approved Lay Down Areas
Flewelling 2-Inch Water Main
Replacement Project
ITB #26-001
00301-1
SECTION 00301
QUESTIONNAIRE
Bidder shall fill out questionnaire form with all information pertinent to his/her company and the
Flewelling 2-Inch Water Main Replacement Project.
DATE:
PROJECT IDENTIFICATION: City of Ocoee ITB #26-001
Flewelling 2-Inch Water Main Replacement Project
NAME OF BIDDER:
BUSINESS ADDRESS:
TELEPHONE NO.: EMAIL
CONTRACTOR'S FLORIDA LICENSE NO.
The undersigned warrants the truth and accuracy of all statements and answers herein contained.
Include additional sheets if necessary.
1. How many years has your organization been in business as a General/Underground
Contractor?
2. Describe and give the date and owner of the last project the Bidder has completed, similar in
type, size, and nature as the one proposed?
3. Has the Bidder ever failed to complete work awarded to you? If so, where, and why?
4. Name three (3) municipalities for which the Bidder has performed similar work and contact
person:
Flewelling 2-Inch Water Main
Replacement Project
ITB #26-001
00301-2
5. Has the Bidder personally inspected the site of the proposed Work? Describe any anticipated
problems with the site and the proposed solutions?
6. Will the Bidder Subcontract any part of this Work? If so, describe which portions and the
percentage of the project:
7. What equipment does the Bidder plan on using to complete the Work?
8. State the true and exact, correct, and complete name under which the Bidder does business.
Bidder is:
Page Continues
Flewelling 2-Inch Water Main
Replacement Project
ITB #26-001
00301-3
9. Does the Bidder have any Exceptions to the terms of the Contract Documents? Yes No
List any exceptions Bidder has to this scope of work or contract terms. (Note:
Exceptions will not be considered after the bid has been awarded). The City
reserves the right to accept or reject any requested exceptions. Please reference
Section 100; Article 4.7, for further clarification. Note if Bidder leaves this
question blank, Bidder agrees it has no exceptions.
END OF SECTION
Mayor Commissioners
Rusty Johnson Scott R. Kennedy, District 1
Rosemary Wilsen, District 2
City Manager Richard Firstner, District 3
Craig Shadrix
George Oliver III, District 4
Addendum No. 3 - ITB #26-001 Flewelling 2-Inch Water Main Replacement Project
October 30, 2025
ADDENDUM NO. THREE (3)
CITY OF OCOEE
ITB #26-001
Flewelling 2-Inch Water Main Replacement Project
This addendum shall modify and become a part of the original ITB Documents. This addendum consists
of one (1) page. Bidders should acknowledge receipt of this addendum in the space provided in the Bid
Form. Failure to do so may subject the Bidder to disqualification.
Answers to questions received and/or Amendments to the ITB Documents are as follows
Q1. There are several large trees that appear to be in the city right of way. Due to the close proximity to
the new water main, these trees cannot be protected IAW the Root Pruning and Root Barrier Detail.
Will the city remove these trees, or allow them to be removed? Would there be an allowance for
this if the contractor has to remove them?
A1. Procurement reached out to the prospective bidder to obtain more specific information
regarding the trees in question; however, no response was received. Without knowing more
specific information, the City cannot answer if a tree or multiple trees will be removed by the
City or be allowed for removal. The Engineer of Record (EOR), the City, and the Contractor
will work together to resolve any issues with root pruning or the installation of root barriers
with the most cost-effective method.
Q2. Are the meters and meter boxes provided and installed by the City??
A2. Please see Addendum 02, Answer #2.
Q3. Which insertion valve does the City prefer?
A3. Please see Addendum 02, Answer #11.
Shannon Hopper
Shannon Hopper, CPPB
Purchasing Technician II
cc: Jen Bolling, Utilities Director
Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1
Rosemary Wilsen, District 2
City Manager Richard Firstner, District 3 Craig Shadrix
George Oliver III, District 4
Addendum No. 4 - ITB #26-001 Flewelling 2-Inch Water Main Replacement Project
November 3, 2025
ADDENDUM NO. FOUR (4)
CITY OF OCOEE
ITB #26-001
Flewelling 2-Inch Water Main Replacement Project
This addendum shall modify and become a part of the original ITB Documents. This addendum consists
of one (1) page. Bidders should acknowledge receipt of this addendum in the space provided in the Bid
Form. Failure to do so may subject the Bidder to disqualification.
Answers to questions received and/or Amendments to the ITB Documents are as follows
Q1. Can you please provide clarification to question 2 in addendum 3 on who is furnishing the meters
and meter boxes? Also, if the contractor is to furnish, please provide a model and manufacturer for
the boxes and meters.
A1. The City will furnish both the meters and meter boxes.
Alexis Chentouf
Purchasing Technician
cc: Jen Bolling, Utilities Director
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STRAKE LAKE
LIST OF DRAWINGS
SHEET
NUMBER SHEET TITLE
GENERAL
G-01 TITLE SHEET, LOCATION MAP AND LIST OF DRAWINGS
G-02 GENERAL NOTES
G-03 ABBREVIATIONS AND SYMBOLS
CIVIL
C-01 KEY MAP
C-02 PLAN AND PROFILE STA 0+00 TO STA 4+50
C-03 PLAN AND PROFILE STA 4+50 TO STA 8+20
C-04 PLAN AND PROFILE STA 10+00 TO STA 15+15
C-05 PLAN AND PROFILE STA 15+15 TO STA 20+26
C-06 PLAN AND PROFILE STA 22+00 TO STA 26+60
C-07 PLAN AND PROFILE STA 26+60 TO STA 31+52
C-08 PLAN AND PROFILE STA 31+52 TO STA 34+00
C-09 EXISTING 2-INCH WATER MAIN ABANDONMENT LIMITS
STANDARD DETAILS
CD-01 CITY STANDARD DETAILS - SHEET 1
CD-02 CITY STANDARD DETAILS - SHEET 2
D-01 STANDARD DETAILS
D-02 POLLUTION PREVENTION DETAILS
D-03 MATERIAL QUANTITY TABLE
UTILITIES DEPARTMENT
CITY OF OCOEE
ISSUED FOR BID SUBMITTAL
FLEWELLING 2-INCH WATER MAIN REPLACEMENT
HAZEN PROJECT NO.: 41154-004
AUGUST 2025
LOCATION MAP
NOT TO SCALE
PROJECT ENGINEER OF RECORD: MELANIE PECKHAM, PE No. 66487
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY COMMISSION
RUSTY JOHNSON, MAYOR
CRAIG SHADRIX, CITY MANAGER
MICHAEL RUMER, ASSISTANT CITY MANAGER
SCOTT R. KENNEDY, DISTRICT 1 COMMISSIONER
ROSEMARY WILSEN, DISTRICT 2 COMMISSIONER, PRO-TEM
RICHARD FIRSTNER, DISTRICT 3 COMMISSIONER
GEORGE OLIVER III, DISTRICT 4 COMMISSIONER
WATER MAIN CONSTRUCTION NOTES:GENERAL NOTES:
1.ALL MATERIAL USED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE NEW AND IN ACCORDANCE WITH THE
CITY OF OCOEE ENGINEERING STANDARDS MANUAL APPROVED MANUFACTURER'S LIST, DETAILS AND
APPLICABLE FDEP REGULATIONS. WHERE REFERENCED STANDARDS CONFLICT, THE MORE STRINGENT
STANDARDS SHALL APPLY.
2.CONTRACTOR SHALL CONTACT SUNSHINE 811 A MINIMUM OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO
START CONSTRUCTION.
3.LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE
SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE
PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATIONS AND DIMENSIONS OF ALL EXISTING
UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. EFFORTS
WERE MADE TO INDICATE CONFLICTS BUT SHALL NOT BE LIMITED TO CONFLICTS SHOWN ON THE PLANS. IF
DISCREPANCIES ARE DISCOVERED IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY
CONSTRUCTION REPRESENTATIVE.
4.CONTRACTOR SHALL PROVIDE TEMPORARY SANITATION FACILITIES FOR CONSTRUCTION PERSONNEL’S USE AND
PAY ALL FEES FOR RENT, PUMP OUT, AND MAINTENANCE OF THE UNITS. UNAPPROVED DUMPING OF WASTE INTO
EXISTING SANITARY LINES IS NOT ALLOWED.
5.CONTRACTOR SHALL SECURE THE STAGING AREA SITE FROM THE PUBLIC THROUGHOUT THE DURATION OF THE
CONSTRUCTION CONTRACT TO PREVENT THEFT AND PROTECT PUBLIC FROM ACTIVE WORK AREAS. OPEN
TRENCHES AND EXCAVATIONS SHALL BE FILLED IN EACH DAY OR OTHERWISE PROPERLY TAPED OFF WITH
WARNING SIGNS POSTED TO PROMOTE PUBLIC SAFETY.
6.CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATION AND ELEVATION OF ALL EXISTING UTILITY CONNECTION
POINT(S) PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE CITY CONSTRUCTION
REPRESENTATIVE OF ANY DISCREPANCIES FOUND.
7.CONTRACTOR TO ENSURE CONTINUOUS UTILITY SERVICES DURING CONSTRUCTION OF PROPOSED UTILITY. ANY
INTENTIONAL SERVICE INTERRUPTION SHALL BE COORDINATED WITH AND APPROVED BY THE AFFECTED UTILITY.
8.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEWLY CONSTRUCTED
UTILITIES DURING CONSTRUCTION. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE
RELOCATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY
CONSTRUCTION REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO
EXISTING UTILITIES CAUSED DURING HIS OPERATIONS WITH NO ADDITIONAL COMPENSATION.
9.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING STRUCTURES WITHIN THE CITY
RIGHT-OF-WAYS DURING CONSTRUCTION. STRUCTURES SHOWN ON THE PLANS TO BE REMOVED AND REPLACED
SHALL BE RESTORED TO THE GREATER OF THE EQUIVALENT PRE-CONSTRUCTION CONDITION OR CURRENT CITY
SPECIFICATIONS. STRUCTURES DAMAGED BY CONSTRUCTION THAT ARE NOT SHOWN ON THE PLANS TO BE
REMOVED AND REPLACED SHALL BE REPAIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION.
10.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL FROM THE
CONSTRUCTION OPERATION. UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,
STATE AND FEDERAL REGULATIONS. WHERE CONFLICTS EXIST BETWEEN REQUIREMENTS, THE MOST STRINGENT
SHALL APPLY.
11.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY AND THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. CONTRACTOR IS RESPONSIBLE FOR ANY
SPECIAL PRECAUTIONS THAT MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES.
12.CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION. CONTRACTOR SHALL
PROVIDE, ERECT AND MAINTAIN EFFECTIVE BARRICADES, DANGER SIGNALS, SIGNS AND PEDESTRIAN DETOURS
IN ALL AREAS WHERE REQUIRED FOR THE PROTECTION OF THE WORK AND THE SAFETY OF THE PUBLIC.
13.THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY
DEVICES, IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, LATEST EDITION. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN
(INCLUDING FDOT INDEX NUMBERS) FOR BOTH VEHICULAR AND PEDESTRIAN TRAFFIC FOR REVIEW PRIOR TO
BEGINNING CONSTRUCTION. FOR ANY PORTION OF THE MAINTENANCE OF TRAFFIC PLAN THAT DEVIATES FROM
THE FDOT STANDARD INDEX, THE CONTRACTOR SHALL SUBMIT A PLAN SIGNED AND SEALED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF FLORIDA.
14.THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT OF DUST FROM THE
PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING WATER TO THE WORK SITE TO PREVENT
DUST SHALL BE INCORPORATED INTO THE CONTRACTORS WORK PLAN. THE CONTRACTOR SHALL ENSURE THAT
ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION OR EMISSIONS OF UNCONFINED PARTICULATE
MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1.
15.ALL SECTION CORNERS OR PROPERTY CORNERS DISLOCATED OR DISTURBED BY THE CONSTRUCTION
ACTIVITIES SHALL BE RESET BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR EXPENSE.
16.UNLESS OTHERWISE NOTED ON THE PLANS, FINAL GRADE SHALL GENERALLY BE THE SAME AS EXISTING GRADE.
17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL MAINS IN ACCORDANCE WITH CURRENT
STANDARDS OF LOCAL JURISDICTION. CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION REPRESENTATIVE
AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS.
18.CONTRACTOR SHALL MAINTAIN AS-BUILT INFORMATION ON A REGULAR BASIS DURING CONSTRUCTION.
CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY AS-BUILT DRAWINGS IN ACCORDANCE WITH SECTION 3.01.05
OF THE CITY OF OCOEE ESM UPON COMPLETION OF THE WORK. (SEE CONTRACT DOCUMENTS).
19.ALL POTABLE AND FIRE SYSTEM COMPONENTS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR ANY DAMAGE TO THESE SYSTEMS.
20.UNLESS OTHERWISE SHOWN, ALL PIPE SHALL BE INSTALLED VIA OPEN CUT CONSTRUCTION.
21.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE CITY OCOEE UTILITY INSPECTOR AT (407) 666-5209 AT LEAST 48 HOURS BEFORE
BEGINNING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH INDIVIDUAL UTILITY OWNERS FOR RELOCATION, SUPPORT OF POLES, ETC. THAT ARE
NECESSARY FOR CONSTRUCTING THE PROJECT AS SHOWN IN THE PLANS.
22 THE CONTRACTOR SHALL COORDINATE WITH CITY OF OCOEE AND OBTAIN APPROVAL BEFORE BEGINNING ANY LANE CLOSING OPERATIONS.
23.CITY ROADS TO BE OPEN CUT SHALL BE TEMPORARILY RESTORED UTILIZING DETAILS IN THIS PLAN SET. FOR FINAL RESTORATION OF CITY ROADS,
CONTRACTOR SHALL UTILIZE DETAIL PW002. ALL PAVEMENT MARKINGS SHALL BE REPLACED IN LIKE KIND AND WITH MATERIALS IN ACCORDANCE WITH
CITY SPECIFICATIONS, LATEST EDITION.
24.ANY SIDEWALK BEING REMOVED SHALL BE REPLACED IN ACCORDANCE WITH A.D.A STANDARDS FOR RUNNING AND CROSS SLOPING REPAIRS SHALL BE
PER CITY OF OCOEE STANDARD DETAIL THE CONTRACTOR SHALL PROVIDE ADEQUATE AS-BUILT SPOT ELEVATIONS TO DETERMINE CODE COMPLIANCE.
25.CONTRACTOR SHALL MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS DURING CONSTRUCTION
26.ASPHALT REPAIRS TO ADJACENT OPEN CUTS SHALL BE DONE AT THE SAME TIME TO AVOID MULTIPLE PATCHES AND JOINTS.
27.A PRECONSTRUCTION MEETING SHALL TAKE PLACE WITH CITY OF OCOEE STAFF, ENGINEER, UTILITY COMPANIES, AND CONTRACTOR BEFORE THE START
OF CONSTRUCTION.
28.WATER AND WASTEWATER SYSTEMS SHALL NOT BE PLACED IN SERVICE (FOR TEMPORARY OR PERMANENT USE) UNTIL ALL TESTING AND INSPECTIONS
HAVE BEEN COMPLETED. TEST REPORTS AND AS-BUILTS FOR THOSE SYSTEMS COMPLETED SHALL BE SUBMITTED AND CLEARANCE OBTAINED FROM
APPLICABLE UTILITIES AND PERMITTING AGENCIES BEFORE ANY SUCH USE.
29.EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. DRAINAGE STRUCTURES THAT HAVE NOT
BEEN CALLED OUT TO BE REPLACED AND ARE DISTURBED BY THE CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE CONTRACTOR AT HIS SOLE
EXPENSE.
30.ALL PIPING MATERIALS AND ANY MATERIALS THAT WILL BE IN DIRECT CONTACT WITH DRINKING WATER MUST CONFORM TO APPLICABLE AWWA AND NSF
REQUIREMENTS.
31.ALL MATERIALS SHALL BE IN COMPLIANCE WITH CITY OF OCOEE STANDARDS.
32.ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION.
33.IN CASE OF EMERGENCY. CONTACT THE CITY OF OCOEE UTILITIES ADMINISTRATION AT (407) 905-3159 DURING BUSINESS HOURS OR THE CITY OF OCOEE
EMERGENCY DISPATCH AT (407) 428-5766 AFTER BUSINESS HOURS.
34.CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, APPROVED MATERIALS LIST AND
CITY DETAILS. THE MOST STRINGENT STANDARD BETWEEN THE CITY OF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE
FOLLOWED.
35.AS-BUILTS SHALL BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN
THE FOLLOWING FORMATS:
A. ONE PDF COPY
B. ONE CAD COPY DRAWN IN STATE PLANE COORDINATES
36.ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAY OR WALKWAY SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF
BOTH VEHICULAR AND PEDESTRIAN TRAFFIC.
37.ALL TRENCHES OR OTHER EXCAVATIONS NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE BACK FILLED AND PROTECTED AT THE END
OF EACH DAY.
38.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITHIN A REASONABLE PERIOD OF TIME TO ASSURE MINIMUM EROSION OF SOILS.
ALL EXPOSED AREAS SHALL BE SODDED AS SPECIFIED WITHIN 30 DAYS OF FINAL GRADING.
39.CONTRACTOR TO EMPLOY BEST MANAGEMENT PRACTICES THROUGHOUT CONSTRUCTION IN ORDER TO ENSURE POLLUTION PREVENTION. CONTRACT TO
COMPLY WITH ALL LOCAL STATE AND OTHER GOVERNMENTAL ENVIRONMENTAL REGULATIONS THROUGHOUT CONSTRUCTION.
40.ALL STATIONS, OFFSETS, AND ELEVATIONS ON THESE PLANS ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT BASED ON FIELD CONDITIONS.
CONTRACTOR TO PROVIDE CONSISTENT WATER MAIN SLOPE BETWEEN ELEVATIONS INDICATED ON PLANS.
41.ANY DISTURBED RESIDENTIAL YARDS SHALL BE FINE GRADED AND SODDED WITH LIKE KIND SOD. ALL EDGES OF NEW SOD THAT ABUTS EXISTING SOD
SHALL BE CUT IN SO THE EXISTING GROUND COVER AND THE NEW SOD ARE FLUSH WITH EACH OTHER.
42.THE CONTRACTOR SHALL REPLACE / REPAIR ANY RIGHT-OF-WAY OR PRIVATE PROPERTY IMPROVEMENTS DAMAGED DURING THE COURSE OF THE WORK.
43.THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS, COUPLINGS, CONNECTIONS, SLEEVES, ADAPTERS, HARNESS RODS AND CLOSURE PIECES AS
REQUIRED TO CONNECT PIPELINES OF DISSIMILAR MATERIALS AND/OR SIZES FOR A COMPLETE INSTALLATION.
44.PROJECT REQUIRES A PRE-CONSTRUCTION VIDEO FOLLOWING THE REQUIREMENTS LISTED IN THE PROJECT MANUAL.
45.CONTRACTOR SHALL COORDINATE WITH HOMEOWNERS REGARDING PAVER STOCKPILING WHERE IMPACTED BY THE WORK.
1.SURVEY FOR EXISTING SUBSURFACE FEATURES WAS PROVIDED BY ECHO UES, INC., 400 STATE ROAD 434, SUITE 1024, OVIEDO, FLORIDA 32765. DATED
SEPTEMBER 2024. THE LAST DATE OF FIELD EFFORT WAS ON 09/24/2024.THE LAST DATE OF EFFORT FOR TEST HOLE COLLECTION WAS ON TBD.
2.THE HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD 83/11), ZONE 901, FLORIDA EAST. HORIZONTAL CONTROL WAS ESTABLISHED USING THE FLORIDA
DEPARTMENT OF TRANSPORTATION'S (FDOT) FLORIDA PERMANENT REFERENCE NETWORK (FRPN), A REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING
SYSTEM (GPS).
3.VERTICAL INFORMATION SHOWN HEREON IS RELATIVE TO SITE CONTROL AS PROVIDED BY CLIENT.
4.THE LOCATION OF ALL EXISTING UTILITIES, POWER, WATER, SEWER, PHONE, COMMUNICATION AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR INACCURACY. PRIOR TO START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE
CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY
COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/OWNER
IMMEDIATELY. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY
STANDARDS. IF IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES, ANY DELAY OR INCONVENIENCE CAUSED TO THE
CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE
ALLOWED.
G-02
GENERAL NOTES
PROJECT SURVEY NOTES:
A. POTABLE WATER, RECLAIMED WATER, SANITARY SEWER: CITY OF OCOEE (407) 905-3159
B. TELEPHONE: CENTURYLINK (850) 815-3144
C. TELEPHONE: CHARTER COMMUNICATIONS (813) 302-0800
D. ELECTRIC: DUKE ENERGY (407) 629-1010
E. FIBER: ZAYO GROUP (406) 496-6510
F. TELEPHONE: AT&T (800) 247-2020
UTILITY PROVIDERS:
1.EXISTING 2-INCH WM PLACED OUT OF SERVICE SHALL BE CUT AND CAPPED.
2.INSTALL NEW HYDRANTS AND NEW ISOLATION VALVES ON THE NEW WATER MAINS AS NOTED.
3.PRESSURE TEST AND DISINFECT EACH SECTION OF NEW WATER MAIN BETWEEN ISOLATION VALVES AND OBTAIN CLEARANCE FROM FDEP
PRIOR TO MAKING CONNECTIONS TO CUSTOMERS.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL BACTERIOLOGICAL TESTING PER FDEP REQUIREMENTS AND THESE
CONTRACT DOCUMENTS. CONTRACTOR SHALL SCHEDULE A CERTIFIED WATER LAB TO PULL BACTERIOLOGICAL SAMPLES NO MORE THAN
24 HOURS AFTER DISINFECTING WATER MAINS.
5.CONTRACTOR SHALL COORDINATE WITH THE CITY AND RESIDENTS WHEN TRANSFERRING SERVICES FROM EXISTING MAINS TO NEW
MAINS. NO SERVICES SHALL BE TRANSFERRED UNTIL NEW MAINS HAVE BEEN APPROVED FOR USE. WATER SERVICE SHALL BE
MAINTAINED AT ALL TIMES. WHERE SHUTDOWN IS REQUIRED, THE LOSS OF SERVICE SHALL BE KEPT TO A MINIMUM, AND PRE-APPROVED
BY ENGINEER AND OWNER. CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO THE CITY OF OCOEE AND SERVICE CONNECTIONS PRIOR
TO ANY LOSS OF SERVICE. WHERE REMOVAL SEQUENCING REQUIRES TEMPORARY SERVICES BE INSTALLED, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR PROVIDING SUCH SERVICES.
6.NOTIFY EACH CUSTOMER AT LEAST 48 HOURS BEFORE DISCONNECTING WATER SERVICE FOR THE REPLACEMENT OF EXISTING POTABLE
WATER FEED. NOTIFICATION SHOULD BE MADE BY DOOR HANGERS WITH WORDING APPROVED BY THE CITY AND PROVIDE DATE AND
TIME PERIOD THAT CAN BE EXPECTED FOR THE INTERRUPTION OF SERVICE.
7.AFTER ALL CUSTOMERS HAVE BEEN TRANSFERRED TO THE NEW WATER MAIN, CUT AND CAP THE CONNECTIONS TO THE EXISTING
WATER MAIN AT THE TIE-IN POINT TO THE DISTRIBUTION SYSTEM BEFORE ABANDONING EXISTING MAINS.
8.SERVICE CONNECTION TO NEW WATER MAINS SHALL INCLUDE SERVICE SADDLES, CORP STOPS, POLY TUBING, ANGLED CURB STOPS
AND RECONNECTION TO EXISTING METERS.
9.ALL NEW WATER MAINS REQUIRE A FULL DIAMETER FLUSH WITNESSED BY THE CITY OF OCOEE UTILITY INSPECTOR. PRELIMINARY
PRESSURE TESTING IS REQUIRED PRIOR TO SCHEDULING ANY FORMAL TESTING WITH THE CITY'S UTILITY INSPECTOR.
10.CONTRACTOR SHALL CONTACT THE CITY OF OCOEE UTILITY INSPECTOR AT LEAST 48 HOURS PRIOR TO ALL PRESSURE TESTS AND
DISINFECTION OF WATER MAINS.
11.ALL JOINTS OF WATER MAINS SHALL BE RESTRAINED. ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE
EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY STANDARD DETAILS.
12.MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTING AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT
OF THE PIPE MANUFACTURER'S RECOMMENDATION.
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
CJ CONSTRUCTION JOINT
T.O.B.
TS
TRANS
TOE
T.O.P.
TRANSFORMER
TOE OF BERM
TOP OF PIPE
TOP OF BANK
TAPPING SLEEVE
UGE
UG
WTR
VERT
WATER
VERTICAL
UNDERGROUND
UNDERGROUND ELECTRIC
W
WWF
WL
W
WELDED WIRE FABRIC
WITH
WATER LEVEL
WEST
PL
RADR RADIUS
PROPERTY LINE
INSIDE DIAMETERID
RED
REINF
REQD
REDUCER
REQUIRED
REINFORCING
SHT
SS
SQ
SPEC
SECT
SQUARE
SPECIFICATION
SHEET
STAINLESS STEEL
SECTION
ISOLATION
INTERIOR
INSULATION
INVERT
JOINT
JUNCTION BOX
INSUL
INT
ISO
INV
JT
JB
LINE
MANHOLE
LOW POINT
MAXIMUM
MASONRY OPENING
MECHANICAL
MANUFACTURER
LN
LP
MH
MO
MANUF
MECH
MAX
LG LONG
STL
S
STRUC
STEEL
STRUCTURAL
SOUTH
TOPT
TB
SWK
THK
TI
TBD
TEMP
TEMPERATURE INDICATOR
THICK
TO BE DETERMINED
TEMPORARY
SIDEWALK
TOP OF BERM
MISCELLANEOUS
NORTH
NOT IN CONTRACT
MOV
MISC
N
NIC
NUMBER
OPENING
NOT TO SCALE
OVERHEAD WIRE
ON CENTER
PAGE
OUTSIDE FACE
OUTSIDE DIAMETER
NTS
NO
OPNG
OC
OHW
OD
OF
PG
MOTOR OPERATED VALVE
TYP
TOC
TOS
TOP OF CONCRETE
TOP OF SLAB
TYPICAL
POTABLE
PRESSURE SWITCHPS
POT
TO THROUGHOUT
MINIMUMMIN
DOWN
DRAIN
DRAWING
DN
D
DWG
GENERAL
ANCHOR BOLT
ANGLE
ALUMINUM
AB
ALUM
DRIVEWAY
EACH
EAST
EXPANSION BOLT
EA
E
EM
EB
DW
ECCENTRIC
EACH FACE
EACH WAY
EQUIPMENT
ELEVATION
ELECTRIC
EF
EQUIP
EOP
ELELEV
ECC
ELEC
EW
ARCHITECTURAL
ASPHALT
BOTTOM
BUILDING
BOLLARDBOL
BOTT
ARCH
BLDG
ASPH
CORROSION PROTECTIONCP
CBS
CLP CONCRETE LIGHT POLE
CONCRETE BLOCK & STUCCO
APPROX APPROXIMATE
DIP DUCTILE IRON PIPE
PIPING
IPS IRON PIPE SIZE
VALVES, FITTINGS, ETC.
BV
ARV
CV
CMP
BFV
CHECK VALVE
AIR RELIEF VALVE
BALL VALVE
BUTTERFLY VALVE
CORRUGATED METAL PIPE
EXISTING
FOOTING
FLOOR
FINISHFIN
FL
EXIST
FTG
FINISHED FLOOR
GRADE
GALVANIZED
FRAME
FE
FF
FR
GR
GALV
CENTER LINE
CONCRETE SLAB
CENTER TO CENTER
CHECKERED
CL
CS
CC
CHKD
CONCRETE
COLUMN
DETAIL
CONTINUOUS
CONTRACTOR
COL
DET
CONT
CONTR
CONC
HIGH POINT
HIGHH
HP
DIAMETER
DIMENSION
DIA
DIM
FH
CPLG
GV
HB
FLG
FTG
GATE VALVE
HOSE BIB
FIRE HYDRANT
FLANGE
FITTING
COUPLING
LR
MJ
NPT
PV
NATIONAL PIPE THREAD
PLUG VALVE
LONG RADIUS
MECHANICAL JOINT
SOV
THD
SOLENOID OPERATED VALVE
THREADED
ELECTRICAL METER
EDGE OF PAVEMENT
ABBREVIATIONS
FIRE EXTINGUISHER,
OR FLOW ELEMENT
ANG
HORIZONTALHORIZ
EXPANSION JOINTEJ
UNO UNLESS NOTED OTHERWISE
TM TRANSMISSION MAIN
(2) ON DRAWING C11 THIS DETAIL IDENTIFIED AS:
(1) DETAIL CALL-OUT ON DRAWING C10
DETAIL IDENTIFICATION
* NOTE: IF PLAN AND SECTION (OR DETAIL CALL-OUT
AND DETAIL) ARE SHOWN ON SAME DRAWING,
DRAWING NUMBER IS REPLACED BY A LINE.
Legend
CMP = Corrugated Metal Pipe
CCR = Certified Corner Record
CONC = Concrete
TRAV = Traverse
= Air Conditioning Unit
= Benchmark
= Electric Junction Box
= Fiber Optic Marker
= Fire Hydrant
= Flat Grate Inlet
= Gas Line Marker
= Gas Meter
= Gas Valve
= Mailbox
= Metal Light Pole
= Metal Traffic Signal Pole
= Parking Meter
= Sign
= Telephone Manhole
= Telephone Pullbox
= Telephone Riser
= Televison Pullbox
= Television Riser
= Traffic Signal Panel
= Transformer
= Trashcan
= Water Meter
= Water Valve
= Bottom of Bank
= Top of Bank
= Gas Line Paint Marks
= Treeline
= Maple (Diameter in inches)
= Oak (Diameter in inches)
= Pine Tree (Diameter in inches)
= Reclaimed Water Line
= Buried Electric Line
= Monitoring Well
= Backflow Preventer
= Test hole
BB
TB
G
E
F
G
G
G
PM
T
T
T
TV
TV
TR
W
RW
E
MW
AVV AIR VACUUM VALVE
ISV ISOLATION VALVE
PRV PRESSURE RELIEF VALVE
RW RECLAIMED WATER
1
M01
DETAIL 1
1/2" = 1'-0"M01
G-03
ABBREVIATIONS AND SYMBOLS
DETAIL IDENTIFICATION
GALVANIZED STEELGS
PVC POLYVINYLCHLORIDE
ASBESTOS CEMENTAC
BACTERIOLOGICAL SAMPLING LOCATIONBSL
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
20+3010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+98
8+190+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W W W W W
W W W W W W W
W
W W W W W W
W
W
W
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
25 50'050
1"=50'-0"
C-01
CIVIL
KEY MAP
PLAN
1" = 50'
C-02
CARDINAL STREET
C-03
C-04 C-05
C-06 C-07 C-08
ORANGE AVENUE
JAY STREET
CE
N
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A
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U
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NOTES:
1.KEY MAP FOR PROPOSED WORK ONLY.
DEMOLITION LIMITS SHOWN ON DRAWING C-09.
0+00 1+00 2+00 3+00 4+00
W
W
W
W
W
STA. 3+63, 17.47R
NEW FH ASSEMBLY
6" GATE VALVE AND BOX
STA 3+63, 15.42R
6" 45° BEND
STA 0+19, 38.04 R
6" 45° BEND
STA 0+43, 13.25 R
6" X 6" TEE
STA 0+08, 38.20 R
6" X 6" HYDRANT TEE
STA 3+63, 13.60 R
STA. 2+61, 13.46R
0.5° VERT. DEFLECT
STA. 1+86, 13.23R
1.5° VERT. DEFLECT
6" GATE VALVE AND BOX
STA 0+10, 38.16R
6" DI WATER MAIN CLASS 350
STA. 0+13, 41.75R
FIRE HYDRANT ASSEMBLY
6" MJ CONNECTION SLEEVE
STA 0+08, 45.14 R
6" INSERTION VALVE
WITH THRUST COLLAR
STA 0+08, 24.40 R
6" INSERTION VALVE
WITHOUT THRUST COLLAR
STA 0+08, 67.56 R
36
"
MI
N
.
ST
A
.
0
+
4
3
6"
4
5
°
B
E
N
D
CL
E
L
1
3
9
.
4
7
ST
A
.
0
+
1
9
6"
4
5
°
B
E
N
D
CL
E
L
1
3
9
.
2
7
36
"
MI
N
.
6" DI WATER MAIN CLASS 350
6" DI WA
T
E
R
M
A
I
N
C
L
A
S
S
3
5
0
ST
A
.
0
+
1
0
.
3
8
6"
G
A
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E
V
A
L
V
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A
N
D
B
O
X
CL
.
E
L
E
V
.
1
3
9
.
2
7
ST
A
.
0
+
0
8
6"
X
6
"
T
E
E
CL
E
L
1
3
9
.
2
7
EX
I
S
T
.
2
"
U
G
T
IN
V
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L
.
U
N
K
.
EX
I
S
T
.
1
"
U
G
T
IN
V
E
L
.
U
N
K
.
ST
A
.
3
+
6
3
6"
X
6
"
H
Y
D
R
A
N
T
T
E
E
CL
E
L
1
4
8
.
1
9
12
"
MI
N
.
12
"
MI
N
.
EX
I
S
T
.
U
N
K
IN
V
E
L
.
U
N
K
.
12
"
MI
N
.
ST
A
.
2
+
6
1
0.
5
°
V
E
R
T
.
D
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F
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T.
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P
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L
.
1
4
8
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1
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A
.
1
+
8
6
1.
5
°
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4
6
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0+00 1+00 2+00 3+00 4+00
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
10 20'020
1"=20'-0"
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
NOTES:
1.LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND SHOULD
BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH UTILITY
OWNERS DURING CONSTRUCTION.
2.STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3.ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL
MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE
WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE
REPLACED AT NO COST TO THE OWNER. NOT SHOWN FOR CLARITY.
6.REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED DURING
CONSTRUCTION AND REPAIR ALL EXISTING IRRIGATION.
7.CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
8.ALL NEW MAINS TO BE FULLY RESTRAINED. CITY DETAILS UT004
AND UT005 TO BE USED FOR EXISTING MAINS ONLY.
9.CONTRACTOR SHALL REPLACE ALL SIDEWALK REMOVED FOR THE
PROJECT JOINT TO JOINT PER FDOT INDEX 522-001. SIDEWALK
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.TREES ON PRIVATE PROPERTY TO BE PROTECTED. TREES WITHIN
RIGHT OF WAY TO BE PROTECTED. IF TREES WITHIN RIGHT OF WAY
CANNOT BE PROTECTED, CONTRACTOR SHALL REMOVE
FOLLOWING OWNER APPROVAL.
11.CONTRACTOR SHALL COORDINATE LOCATION OF ALL WATER
SERVICES WITH THE CITY. NO SURVEY AVAILABLE FOR SERVICES
ON THE WEST SIDE OF THE RIGHT OF WAY. CONSTRUCTION OF
WATER SERVICES SHALL INCLUDE NECESSARY PAVEMENT
RESTORATION AND MOT.
12.LONG SIDE POLY SERVICES SHALL BE INSTALLED USING
TRENCHLESS CONSTRUCTION METHODS TO NOT IMPACT THE
ROADWAY.
C-02
CIVIL
PLAN AND PROFILE
STA 0+00 TO STA 4+50
ST
A
4
+
5
0
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
3
PLAN
1" = 20'
ORANGE AVENUE
CE
N
T
E
R
S
T
R
E
E
T
EXISTING 6"
PVC WATER MAIN
9
CD-02
KEY PLAN
AREA
DEPICTED
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT REMOVE AND REPLACE
CONCRETE DRIVE JOINT TO JOINT
REMOVE AND
STOCKPILE
LANDSCAPING
EXISTING TREES TO
BE PROTECTED
(SEE NOTE 10)
PROTECT EXISTING
UNK UTILITY
EXISTING TREES TO
BE PROTECTED
PROFILE
1"=4'-0" VERTICAL
1"=20'-0" HORIZONTAL
150
155
145
140
135
150
155
145
140
135
600 CENTER STREET
607 ORANGE AVENUE
611 ORANGE AVENUE 615 ORANGE AVENUE
EXISTING GRADE
3.
0
0
'
MI
N
.
3.
0
0
'
MI
N
.
440 LF OF OPEN CUT
ORANGE AVENUE
CARDINAL STREET
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CE
N
T
E
R
S
T
R
E
E
T
CONSTRUCT SINGLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES TO 604 CENTER
STREET. CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE WITH
CITY ON METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
CONSTRUCT DOUBLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION. (SEE NOTE 12)
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR
TO COORDINATE WITH CITY ON METER
LOCATION.
REMOVE FIRE
HYDRANT
ASSEMBLY
REMOVE, STORE,
AND REINSTALL SIGN
14
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
PROTECT
EXISTING OHE
PROTECT UGT
REMOVE AND REPLACE
ASPHALT PAVEMENT
504 CENTER STREET 606 ORANGE AVENUE 612 ORANGE AVENUE 614 ORANGE AVENUE
CONSTRUCT
DETECTABLE
WARNING PER
FDOT INDEX 522-002
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
3.
0
0
'
MI
N
.
464 LF OPEN CUT
ON THIS SHEET
19
D-01
9
CD-02
EXISTING 6" PVC WATER
MAIN TO BE REMOVED
(APPROX. 25 LF)
6" DI WATER
MAIN CLASS 350
6" DI WATER MAIN CLASS 350
CL
CL8+195+00 6+00 7+00 8+00
W
W
W
W
W
W
W
W 6" 45° BEND
STA 7+95, 14.39 R
6" 45° BEND
STA 7+98, 17.89 R
ST
A
.
7
+
9
5
6"
4
5
°
B
E
N
D
CL
E
L
1
4
9
.
5
0
ST
A
.
7
+
9
8
6"
4
5
°
B
E
N
D
CL
E
L
1
4
9
.
5
0
36
"
MI
N
.
6" DI WATER MAIN CLASS 350
5+00 6+00 7+00 8+00
PL
O
T
D
A
T
E
:
8/
1
4
/
2
0
2
5
3
:
2
0
p
.
m
.
B
Y
:
HP
Fi
l
e
:
C:
\
U
S
E
R
S
\
H
P
\
D
C
\
A
C
C
D
O
C
S
\
H
A
Z
E
N
A
N
D
S
A
W
Y
E
R
\
4
1
1
5
4
-
0
0
4
_
F
L
E
W
E
L
L
I
N
G
2
-
I
N
C
H
W
M
R
E
P
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
_
D
E
S
I
G
N
\
C
I
V
I
L
\
C
-
0
3
S
a
v
e
d
b
y
HP
S
a
v
e
d
a
t
e
:
8/
1
1
/
2
0
2
5
3
:
2
8
p
.
m
.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
10 20'020
1"=20'-0"
C-03
CIVIL
PLAN AND PROFILE
STA 4+50 TO STA 8+20
ST
A
4
+
5
0
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
2
PLAN
1" = 20'
ORANGE AVENUE
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
3.
0
'
MI
N
.
3.
0
'
MI
N
.
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND
STOCKPILE PAVERS
EXISTING 6"
GATE VALVE
REMOVE CAP AND BLOW-OFF
ASSEMBLY AND CONNECT TO
EXISTING 6 INCH DI WATER
MAIN W/ MJ SLEEVE
EXISTING FIRE
HYDRANT
3.
0
'
MI
N
.
KEY PLAN
AREA
DEPICTED
PROFILE
1"=4'-0" VERTICAL
1"=20'-0" HORIZONTAL
150
155
145
140
135
150
155
145
140
135
621 ORANGE AVENUE 625 ORANGE AVENUE 627 ORANGE AVENUE 631 ORANGE AVENUE629 ORANGE AVENUE
EXISTING GRADE
361 LF OF OPEN CUT
REMOVE, STORE,
AND REINSTALL SIGN
CONNECT TO EXISTING
WATER MAIN
ORANGE AVENUE
CARDINAL STREET
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CE
N
T
E
R
S
T
R
E
E
T
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT SINGLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL
BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
11
CD-02
CONSTRUCT SINGLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR
TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT SINGLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL
BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.CONSTRUCT SINGLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR
TO COORDINATE WITH CITY ON
METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
14
CD-02
14
CD-0214
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
PROTECT
EXISTING OHE
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONSTRUCT DOUBLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
14
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
618 ORANGE AVENUE 624 ORANGE AVENUE 626 ORANGE AVENUE 630 ORANGE AVENUE
361 LF OPEN CUT
ON THIS SHEET
NOTES:
1.LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND SHOULD
BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH UTILITY
OWNERS DURING CONSTRUCTION.
2.STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3.ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL
MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE
WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE
REPLACED AT NO COST TO THE OWNER. NOT SHOWN FOR CLARITY.
6.REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED DURING
CONSTRUCTION AND REPAIR ALL EXISTING IRRIGATION.
7.CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
8.ALL NEW MAINS TO BE FULLY RESTRAINED. CITY DETAILS UT004
AND UT005 TO BE USED FOR EXISTING MAINS ONLY.
9.CONTRACTOR SHALL REPLACE ALL SIDEWALK REMOVED FOR THE
PROJECT JOINT TO JOINT PER FDOT INDEX 522-001. SIDEWALK
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.TREES ON PRIVATE PROPERTY TO BE PROTECTED. TREES WITHIN
RIGHT OF WAY TO BE PROTECTED. IF TREES WITHIN RIGHT OF WAY
CANNOT BE PROTECTED, CONTRACTOR SHALL REMOVE
FOLLOWING OWNER APPROVAL.
11.CONTRACTOR SHALL COORDINATE LOCATION OF ALL WATER
SERVICES WITH THE CITY. NO SURVEY AVAILABLE FOR SERVICES
ON THE WEST SIDE OF THE RIGHT OF WAY. CONSTRUCTION OF
WATER SERVICES SHALL INCLUDE NECESSARY PAVEMENT
RESTORATION AND MOT.
12.LONG SIDE POLY SERVICES SHALL BE INSTALLED USING
TRENCHLESS CONSTRUCTION METHODS TO NOT IMPACT THE
ROADWAY.
10+00 11+00 12+00 13+00 14+00 15+00
W
W
W W
W W
6" DI WATER MAIN CLASS 350
6" X 6" TAPPING SLEEVE
STA 10+07, 22.83 R
6" GATE VALVE AND BOX
STA 10+10, 22.78R
6" GATE VALVE AND BOX
STA 11+38, 21.34R
6" X 6" HYDRANT TEE
STA 11+38, 19.58 R
STA. 14+99, 12.00R
1° HORIZ. DEFLECTSTA. 11+39, 25.41R
NEW FH ASSEMBLY
10+00 11+00 12+00 13+00 14+00 15+00
36
"
MI
N
.
36
"
MI
N
.
6" DI WATER MAIN CLASS 350
12
"
MI
N
.
12
"
MI
N
.
ST
A
.
1
0
+
0
7
6"
X
6
"
T
A
P
P
I
N
G
S
L
E
E
V
E
CL
E
L
1
4
3
.
7
6
ST
A
.
1
1
+
3
8
6"
X
6
"
H
Y
D
R
A
N
T
T
E
E
CL
E
L
1
4
7
.
6
8
ST
A
.
1
0
+
1
0
.
0
9
6"
G
A
T
E
V
A
L
V
E
A
N
D
B
O
X
CL
.
E
L
E
V
.
1
4
3
.
8
2
EX
I
S
T
.
2
"
U
G
T
TO
P
E
L
.
1
4
9
.
7
9
EX
I
S
T
.
3
6
"
S
D
IN
V
E
L
.
1
3
7
.
6
6
ST
A
.
1
4
+
9
9
1°
H
O
R
I
Z
.
D
E
F
L
E
C
T
T.
O
.
P
.
E
L
.
1
5
1
.
8
8
PL
O
T
D
A
T
E
:
8/
1
4
/
2
0
2
5
3
:
2
0
p
.
m
.
B
Y
:
HP
Fi
l
e
:
C:
\
U
S
E
R
S
\
H
P
\
D
C
\
A
C
C
D
O
C
S
\
H
A
Z
E
N
A
N
D
S
A
W
Y
E
R
\
4
1
1
5
4
-
0
0
4
_
F
L
E
W
E
L
L
I
N
G
2
-
I
N
C
H
W
M
R
E
P
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
_
D
E
S
I
G
N
\
C
I
V
I
L
\
C
-
0
4
S
a
v
e
d
b
y
HP
S
a
v
e
d
a
t
e
:
8/
1
1
/
2
0
2
5
3
:
3
0
p
.
m
.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
10 20'020
1"=20'-0"
C-04
CIVIL
PLAN AND PROFILE
STA 10+00 TO STA 15+15
ST
A
1
5
+
1
5
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
5
PLAN
1" = 20'
3.
0
'
MI
N
.
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE DETECTABLE
WARNING PER FDOT INDEX 522-002
CONTRACTOR SHALL
PROTECT EXISTING
OH POWER POLE
EXISTING 6"
PVC WATER MAIN
9
CD-02
CARDINAL STREET
CE
N
T
E
R
S
T
R
E
E
T
KEY PLAN
AREA
DEPICTED
3.
0
'
MI
N
.
PROFILE
1"=4'-0" VERTICAL
1"=20'-0" HORIZONTAL
150
155
145
140
700 CENTER STREET 603 CARDINAL STREET 609 CARDINAL STREET 613 CARDINAL STREET 617 CARDINAL STREET
EXISTING GRADE
508 LF OF OPEN CUT
135
150
155
145
140
135
ORANGE AVENUE
CARDINAL STREET
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CE
N
T
E
R
S
T
R
E
E
T
CONSTRUCT DOUBLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
CONSTRUCT DOUBLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION. (SEE NOTE 12)
11
CD-02
CONSTRUCT DOUBLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES. CONNECTION
WILL BE PROVIDED BY OTHERS. CONTRACTOR TO
COORDINATE WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
14
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
REMOVE AND REPLACE
CONCRETE CURB IN KIND
PROTECT UGT
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
14
CD-02
REMOVE AND REPLACE
ASPHALT PAVEMENT
10+00
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT 6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
508 LF OPEN CUT
ON THIS SHEET
606 CENTER STREET 600 CARDINAL STREET 608 CARDINAL STREET
612 CARDINAL STREET 616 CARDINAL STREET
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
NOTES:
1.LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND SHOULD
BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH UTILITY
OWNERS DURING CONSTRUCTION.
2.STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3.ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL
MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE
WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE
REPLACED AT NO COST TO THE OWNER. NOT SHOWN FOR CLARITY.
6.REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED DURING
CONSTRUCTION AND REPAIR ALL EXISTING IRRIGATION.
7.CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
8.ALL NEW MAINS TO BE FULLY RESTRAINED. CITY DETAILS UT004
AND UT005 TO BE USED FOR EXISTING MAINS ONLY.
9.CONTRACTOR SHALL REPLACE ALL SIDEWALK REMOVED FOR THE
PROJECT JOINT TO JOINT PER FDOT INDEX 522-001. SIDEWALK
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.TREES ON PRIVATE PROPERTY TO BE PROTECTED. TREES WITHIN
RIGHT OF WAY TO BE PROTECTED. IF TREES WITHIN RIGHT OF WAY
CANNOT BE PROTECTED, CONTRACTOR SHALL REMOVE
FOLLOWING OWNER APPROVAL.
11.CONTRACTOR SHALL COORDINATE LOCATION OF ALL WATER
SERVICES WITH THE CITY. NO SURVEY AVAILABLE FOR SERVICES
ON THE WEST SIDE OF THE RIGHT OF WAY. CONSTRUCTION OF
WATER SERVICES SHALL INCLUDE NECESSARY PAVEMENT
RESTORATION AND MOT.
12.LONG SIDE POLY SERVICES SHALL BE INSTALLED USING
TRENCHLESS CONSTRUCTION METHODS TO NOT IMPACT THE
ROADWAY.
20+3016+00 17+00 18+00 19+00 20+00
W W W
W W W W
6" 45° BEND
STA 20+16, 26.55 R
6" 45° BEND
STA 20+03, 13.26 R
6" X 6" HYDRANT TEE
STA 15+91, 12.35 R
6" DI WATER MAIN CLASS 350
STA. 18+03, 13.09R
1° HORIZ. DEFLECT 20+3016+00 17+00 18+00 19+00 20+00
W W W
W W W W
6" GATE VALVE AND BOX
STA 15+91, 14.46R
6" GATE VALVE AND BOX
STA 15+93, 12.36R
STA. 15+91, 20.75R
NEW FH ASSEMBLY
6" DI WATER MAIN CLASS 350
ST
A
.
2
0
+
0
3
6"
4
5
°
B
E
N
D
CL
E
L
1
5
2
.
1
7
ST
A
.
2
0
+
1
6
6"
4
5
°
B
E
N
D
CL
E
L
1
5
2
.
0
0
ST
A
.
1
5
+
9
1
6"
X
6
"
H
Y
D
R
A
N
T
T
E
E
CL
E
L
1
5
2
.
6
0
ST
A
.
1
5
+
9
2
.
8
7
6"
G
A
T
E
V
A
L
V
E
A
N
D
B
O
X
CL
.
E
L
E
V
.
1
5
2
.
6
1
36
"
MI
N
.
36
"
MI
N
.
ST
A
.
1
8
+
0
3
1°
H
O
R
I
Z
.
D
E
F
L
E
C
T
T.
O
.
P
.
E
L
.
1
5
2
.
6
6
6" DI WATER MAIN CLASS 350
ST
A
.
2
0
+
0
3
6"
4
5
°
B
E
N
D
CL
E
L
1
5
2
.
1
7
ST
A
.
2
0
+
1
6
6"
4
5
°
B
E
N
D
CL
E
L
1
5
2
.
0
0
ST
A
.
1
5
+
9
1
6"
X
6
"
H
Y
D
R
A
N
T
T
E
E
CL
E
L
1
5
2
.
6
0
ST
A
.
1
5
+
9
2
.
8
7
6"
G
A
T
E
V
A
L
V
E
A
N
D
B
O
X
CL
.
E
L
E
V
.
1
5
2
.
6
1
36
"
MI
N
.
36
"
MI
N
.
ST
A
.
1
8
+
0
3
1°
H
O
R
I
Z
.
D
E
F
L
E
C
T
T.
O
.
P
.
E
L
.
1
5
2
.
6
6
16+00 17+00 18+00 19+00 20+0016+00 17+00 18+00 19+00 20+00
PL
O
T
D
A
T
E
:
8/
1
4
/
2
0
2
5
3
:
2
1
p
.
m
.
B
Y
:
HP
Fi
l
e
:
C:
\
U
S
E
R
S
\
H
P
\
D
C
\
A
C
C
D
O
C
S
\
H
A
Z
E
N
A
N
D
S
A
W
Y
E
R
\
4
1
1
5
4
-
0
0
4
_
F
L
E
W
E
L
L
I
N
G
2
-
I
N
C
H
W
M
R
E
P
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
_
D
E
S
I
G
N
\
C
I
V
I
L
\
C
-
0
5
S
a
v
e
d
b
y
HP
S
a
v
e
d
a
t
e
:
8/
1
4
/
2
0
2
5
3
:
1
0
p
.
m
.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
10 20'020
1"=20'-0"
C-05
CIVIL
PLAN AND PROFILE
STA 15+15 TO STA 20+26
ST
A
1
5
+
1
5
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
4
PLAN
1" = 20'
LEGEND
CL
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
UGE
UGT
GAS
FOC
COORDINATE WITH
HOMEOWNER ON GRAVEL/SOD
DRIVEWAY RESTORATION TO
MATCH EXISTING CONDITIONS.
REMOVE AND REPLACE
GRAVEL DRIVEWAY TO MATCH
EXISTING CONDITIONS.
REMOVE AND REPLACE
GRAVEL DRIVEWAY TO MATCH
EXISTING CONDITIONS
EXISTING 6" GATE VALVE
EXISTING FIRE
HYDRANT
REMOVE CAP AND BLOW-OFF
ASSEMBLY AND CONNECT TO
EXISTING 6 INCH DI WATER
MAIN W/ MJ SLEEVE
REMOVE AND
REPLACE GRAVEL
DRIVEWAY TO
MATCH EXISTING
CONDITIONS.
9
CD-02
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CARDINAL STREET
REMOVE AND STOCKPILE
LANDSCAPING AND TREES
REMOVE AND
STOCKPILE PAVER
BLOCKS
REMOVE AND
REPLACE CONCRETE
DRIVE JOINT TO JOINT
3.
0
'
MI
N
.
KEY PLAN
PROFILE
1"=4'-0" VERTICAL
1"=20'-0" HORIZONTAL
150
155
145
140
160
150
155
145
160
621 CARDINAL STREET617 CARDINAL STREET 625 CARDINAL STREET 629 CARDINAL STREET 633 CARDINAL STREET 637 CARDINAL STREET
EXISTING GRADE
REMOVE, STORE
AND REINSTALL SIGN
508 LF OF OPEN CUT
CONNECT TO EXISTING
WATER MAIN
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY
ON METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE
WATER MAIN SERVICE WITH
TRAFFIC BEARING METER
BOXES. CONNECTION WILL
BE PROVIDED BY OTHERS.
CONTRACTOR TO
COORDINATE WITH CITY ON
METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES. CONNECTION
WILL BE PROVIDED BY OTHERS. CONTRACTOR TO
COORDINATE WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER
MAIN SERVICE WITH TRAFFIC
BEARING METER BOXES.
CONNECTION WILL BE PROVIDED
BY OTHERS. CONTRACTOR TO
COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT SINGLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR
TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL
BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY
ON METER LOCATION. (SEE NOTE 12)
ORANGE AVENUE
CARDINAL STREET
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CE
N
T
E
R
S
T
R
E
E
T
14
CD-02 14
CD-02 14
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
AREA
DEPICTED
REPLACE SOD
DRIVEWAY
508 LF OPEN CUT
ON THIS SHEET
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
632 CARDINAL STREET628 CARDINAL STREET624 CARDINAL STREET
620 CARDINAL STREET
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
NOTES:
1.LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
SHOWN ON THESE PLANS ARE TO BE CONSIDERED
APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR
SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
UTILITIES AND COORDINATING WITH UTILITY OWNERS
DURING CONSTRUCTION.
2.STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3.ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH
STRAIGHT LINES PRIOR TO EXCAVATION.
4.DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS
AND ELEVATIONS ARE BASED ON AS-BUILT INFORMATION
AND TOPOGRAPHIC SURVEY.
5.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND
REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS
REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A
RESULT OF THE WORK SHALL BE REPLACED AT NO COST
TO THE OWNER. NOT SHOWN FOR CLARITY.
6.REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
7.CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE
NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE
JOINTS, FITTINGS AND VALVES AND RESTRAIN IN
ACCORDANCE WITH CITY OF OCOEE ENGINEERING
STANDARDS AND DETAILS.
8.ALL NEW MAINS TO BE FULLY RESTRAINED. CITY DETAILS
UT004 AND UT005 TO BE USED FOR EXISTING MAINS ONLY.
9.CONTRACTOR SHALL REPLACE ALL SIDEWALK REMOVED
FOR THE PROJECT JOINT TO JOINT PER FDOT INDEX
522-001. SIDEWALK REMOVAL LIMITS NOT SHOWN FOR
CLARITY.
10.TREES ON PRIVATE PROPERTY TO BE PROTECTED. TREES
WITHIN RIGHT OF WAY TO BE PROTECTED. IF TREES WITHIN
RIGHT OF WAY CANNOT BE PROTECTED, CONTRACTOR
SHALL REMOVE FOLLOWING OWNER APPROVAL.
11.CONTRACTOR SHALL COORDINATE LOCATION OF ALL
WATER SERVICES WITH THE CITY. NO SURVEY AVAILABLE
FOR SERVICES ON THE WEST SIDE OF THE RIGHT OF WAY.
CONSTRUCTION OF WATER SERVICES SHALL INCLUDE
NECESSARY PAVEMENT RESTORATION AND MOT.
12.LONG SIDE POLY SERVICES SHALL BE INSTALLED USING
TRENCHLESS CONSTRUCTION METHODS TO NOT IMPACT
THE ROADWAY.
22+00 23+00 24+00 25+00 26+00
36
"
MI
N
.
36
"
MI
N
.
12
"
MI
N
.
12
"
MI
N
.
12
"
MI
N
.
12
"
MI
N
.
6" DI WATER
M
A
I
N
C
L
A
S
S
3
5
0
ST
A
.
2
2
+
0
2
6"
X
6
"
T
A
P
P
I
N
G
S
L
E
E
V
E
CL
E
L
1
4
6
.
2
3
EX
I
S
T
.
3
6
"
S
D
IN
V
E
L
.
1
3
7
.
5
2
EX
I
S
T
.
2
"
U
G
T
AP
P
R
O
X
.
T
O
P
E
L
.
1
4
6
.
8
6
EX
I
S
T
.
2
"
U
G
T
AP
P
R
O
X
.
T
O
P
E
L
.
1
5
0
.
3
1
EX
I
S
T
.
2
"
U
G
T
TO
P
E
L
.
1
5
0
.
3
1
ST
A
.
2
3
+
9
5
1°
V
E
R
T
.
D
E
F
L
E
C
T
T.
O
.
P
.
E
L
.
1
5
0
.
2
8
ST
A
2
2
+
5
6
6"
1
1
.
2
5
°
B
E
N
D
CL
1
4
6
.
1
4
ST
A
2
2
+
8
2
6"
1
1
.
2
5
°
B
E
N
D
CL
1
4
6
.
8
8
22+00 23+00 24+00 25+00 26+00
W W W
W
W W
6" X 6" TAPPING SLEEVE
STA 22+02, 20.08 R
6" GATE VALVE AND BOX
STA 22+03, 20.07R
6" 11.25° BEND
STA 22+56, 19.18 R
6" 11.25° BEND
STA 22+82, 13.78 R
STA. 23+95, 13.95R
1° VERT. DEFLECT
6" DI WATER MAIN CLASS 350
PL
O
T
D
A
T
E
:
8/
1
4
/
2
0
2
5
3
:
2
1
p
.
m
.
B
Y
:
HP
Fi
l
e
:
C:
\
U
S
E
R
S
\
H
P
\
D
C
\
A
C
C
D
O
C
S
\
H
A
Z
E
N
A
N
D
S
A
W
Y
E
R
\
4
1
1
5
4
-
0
0
4
_
F
L
E
W
E
L
L
I
N
G
2
-
I
N
C
H
W
M
R
E
P
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
_
D
E
S
I
G
N
\
C
I
V
I
L
\
C
-
0
6
S
a
v
e
d
b
y
HP
S
a
v
e
d
a
t
e
:
8/
1
1
/
2
0
2
5
3
:
4
6
p
.
m
.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
10 20'020
1"=20'-0"
C-06
CIVIL
PLAN AND PROFILE
STA 22+00 TO STA 26+60
KEY PLAN
ORANGE AVENUE
CARDINAL STREET
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CE
N
T
E
R
S
T
R
E
E
T
PROFILE
1"=4'-0" VERTICAL
1"=20'-0" HORIZONTAL
150
145
140
155
EXISTING GRADE
135
150
145
140
155
135
459 LF OF OPEN CUT
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
NOTES:
1.LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND SHOULD
BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH UTILITY
OWNERS DURING CONSTRUCTION.
2.STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3.ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL
MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE
WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE
REPLACED AT NO COST TO THE OWNER. NOT SHOWN FOR CLARITY.
6.REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED DURING
CONSTRUCTION AND REPAIR ALL EXISTING IRRIGATION.
7.CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
8.ALL NEW MAINS TO BE FULLY RESTRAINED. CITY DETAILS UT004
AND UT005 TO BE USED FOR EXISTING MAINS ONLY.
9.CONTRACTOR SHALL REPLACE ALL SIDEWALK REMOVED FOR THE
PROJECT JOINT TO JOINT PER FDOT INDEX 522-001. SIDEWALK
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.TREES ON PRIVATE PROPERTY TO BE PROTECTED. TREES WITHIN
RIGHT OF WAY TO BE PROTECTED. IF TREES WITHIN RIGHT OF WAY
CANNOT BE PROTECTED, CONTRACTOR SHALL REMOVE
FOLLOWING OWNER APPROVAL.
11.CONTRACTOR SHALL COORDINATE LOCATION OF ALL WATER
SERVICES WITH THE CITY. NO SURVEY AVAILABLE FOR SERVICES
ON THE WEST SIDE OF THE RIGHT OF WAY. CONSTRUCTION OF
WATER SERVICES SHALL INCLUDE NECESSARY PAVEMENT
RESTORATION AND MOT.
12.LONG SIDE POLY SERVICES SHALL BE INSTALLED USING
TRENCHLESS CONSTRUCTION METHODS TO NOT IMPACT THE
ROADWAY.
ST
A
2
6
+
6
0
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
7
PLAN
1" = 20'
EXISTING 6"
PVC WATER MAIN
JAY STREET
CE
N
T
E
R
S
T
R
E
E
T
3.
0
'
MI
N
.
PROTECT UGT
EXISTING TREES TO BE
PROTECTED (SEE NOTE 10)
REMOVE AND STOCKPILE
BRICK PAVERS
REMOVE AND STOCKPILE
BRICK PAVERS
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
3.
0
'
MI
N
.
800 CENTER STREET 605 JAY STREET 609 JAY STREET 613 JAY STREET
3.
0
'
MI
N
.
CONTRACTOR TO
COORDINATE POLE HOLD
CONSTRUCT DOUBLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL
BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL
BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
11
CD-02
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN
SERVICE WITH TRAFFIC BEARING
METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR
TO COORDINATE WITH CITY ON METER
LOCATION. (SEE NOTE 12)
PROTECT EXISTING
VINYL FENCE
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
REMOVE AND
REPLACE CONCRETE
CURB IN KIND
REMOVE, STORE,
AND REINSTALL SIGN
PROTECT UGT
14
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
REMOVE AND REPLACE DETECTABLE
WARNING PER FDOT INDEX 522-002
704 CENTER STREET 604 JAY STREET 608 JAY STREET 612 JAY STREET
REMOVE AND REPLACE
ASPHALT PAVEMENT
459 LF OPEN CUT
ON THIS SHEET
EXISTING LANDSCAPING
AND TREES TO BE
PROTECTED (SEE NOTE 10)
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
2.
1
3
'
3.
0
'
MI
N
.
AREA
DEPICTED
6" GATE VALVE AND BOX
STA 26+78, 13.95R
6" GATE VALVE AND BOX
STA 30+58, 16.85R
6" GATE VALVE AND BOX
STA 26+76, 16.16R
STA. 26+76, 20.12R
NEW FH ASSEMBLY
STA. 30+58, 21.63R
NEW FH ASSEMBLY
6" DI WATER MAIN CLASS 350
27+00 28+00 29+00 30+00 31+00
W W W
W W W W
STA. 27+61, 13.79R
1° VERT. DEFLECT
STA. 29+74, 14.01R
1° VERT. DEFLECT
6" X 6" HYDRANT TEE
STA 30+58, 13.77 R6" X 6" HYDRANT TEE
STA 26+76, 13.93 R
ST
A
.
2
6
+
7
7
.
8
7
6"
G
A
T
E
V
A
L
V
E
A
N
D
B
O
X
CL
.
E
L
E
V
.
1
5
3
.
6
6
36
"
MI
N
.
6" DI WATER MAIN CLASS 350
EX
I
S
T
.
2
"
U
G
T
AP
P
R
O
X
.
T
O
P
E
L
.
1
5
3
.
8
3
EX
I
S
T
.
2
"
U
G
T
AP
P
R
O
X
.
T
O
P
E
L
.
1
5
3
.
9
7
EX
I
S
T
.
2
"
U
G
T
AP
P
R
O
X
.
T
O
P
E
L
.
1
5
3
.
7
2
12
"
MI
N
.
12
"
MI
N
.
12
"
MI
N
.
ST
A
.
2
7
+
6
1
1°
V
E
R
T
.
D
E
F
L
E
C
T
T.
O
.
P
.
E
L
.
1
5
5
.
0
0
ST
A
.
2
9
+
7
4
1°
V
E
R
T
.
D
E
F
L
E
C
T
T.
O
.
P
.
E
L
.
1
5
6
.
0
6
ST
A
3
0
+
5
8
6"
X
6
"
H
Y
D
R
A
N
T
T
E
E
CL
1
5
5
.
6
9
ST
A
2
6
+
7
6
6"
X
6
"
H
Y
D
R
A
N
T
T
E
E
CL
1
5
3
.
6
3
27+00 28+00 29+00 30+00 31+00
PL
O
T
D
A
T
E
:
8/
1
4
/
2
0
2
5
3
:
2
2
p
.
m
.
B
Y
:
HP
Fi
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e
:
C:
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S
\
H
A
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E
N
A
N
D
S
A
W
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E
R
\
4
1
1
5
4
-
0
0
4
_
F
L
E
W
E
L
L
I
N
G
2
-
I
N
C
H
W
M
R
E
P
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
_
D
E
S
I
G
N
\
C
I
V
I
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\
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0
7
S
a
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e
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HP
S
a
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e
d
a
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e
:
8/
1
4
/
2
0
2
5
3
:
1
6
p
.
m
.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
10 20'020
1"=20'-0"
C-07
CIVIL
PLAN AND PROFILE
STA 26+60 TO STA 31+52
ST
A
2
6
+
6
0
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
6
ST
A
3
1
+
5
2
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
8
PLAN
1" = 20'
9
CD-02
9
CD-02
JAY STREET
KEY PLAN
AREA
DEPICTED
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
EXISTING TREES
TO BE PROTECTED
PROTECT UGT
REMOVE AND REPLACE
CONCRETE WALK
REMOVE AND REPLACE
CONCRETE DRIVE JOINT TO JOINT
REMOVE AND
REPLACE GRAVEL
DRIVEWAY TO MATCH
EXISTING CONDITIONS.
MAILBOX SECURITY CAMERA
AND UNDERGROUND
ELECTRIC TO BE PROTECTED
PROFILE
1"=4'-0" VERTICAL
1"=20'-0" HORIZONTAL
150
160
145
140
155
150
160
145
140
155
617 JAY STREET
621 JAY STREET
625 JAY STREET 629 JAY STREET 633 JAY STREET
EXISTING GRADE
489 LF OF OPEN CUT
3.
0
0
'
MI
N
.
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES. CONNECTION
WILL BE PROVIDED BY OTHERS. CONTRACTOR TO
COORDINATE WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN SERVICE WITH
TRAFFIC BEARING METER BOXES. CONNECTION WILL BE
PROVIDED BY OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION. (SEE NOTE 12)
CONSTRUCT DOUBLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
ORANGE AVENUE
CARDINAL STREET
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CE
N
T
E
R
S
T
R
E
E
T
14
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
14
CD-02
489 LF OPEN CUT
ON THIS SHEET
616 JAY STREET 624 JAY STREET 626 JAY STREET 628 JAY STREET 632 JAY STREET
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
11
CD-02
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
NOTES:
1.LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND SHOULD
BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH UTILITY
OWNERS DURING CONSTRUCTION.
2.STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3.ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL
MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE
WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE
REPLACED AT NO COST TO THE OWNER. NOT SHOWN FOR CLARITY.
6.REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED DURING
CONSTRUCTION AND REPAIR ALL EXISTING IRRIGATION.
7.CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
8.ALL NEW MAINS TO BE FULLY RESTRAINED. CITY DETAILS UT004
AND UT005 TO BE USED FOR EXISTING MAINS ONLY.
9.CONTRACTOR SHALL REPLACE ALL SIDEWALK REMOVED FOR THE
PROJECT JOINT TO JOINT PER FDOT INDEX 522-001. SIDEWALK
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.TREES ON PRIVATE PROPERTY TO BE PROTECTED. TREES WITHIN
RIGHT OF WAY TO BE PROTECTED. IF TREES WITHIN RIGHT OF WAY
CANNOT BE PROTECTED, CONTRACTOR SHALL REMOVE
FOLLOWING OWNER APPROVAL.
11.CONTRACTOR SHALL COORDINATE LOCATION OF ALL WATER
SERVICES WITH THE CITY. NO SURVEY AVAILABLE FOR SERVICES
ON THE WEST SIDE OF THE RIGHT OF WAY. CONSTRUCTION OF
WATER SERVICES SHALL INCLUDE NECESSARY PAVEMENT
RESTORATION AND MOT.
12.LONG SIDE POLY SERVICES SHALL BE INSTALLED USING
TRENCHLESS CONSTRUCTION METHODS TO NOT IMPACT THE
ROADWAY.
6" X 1" SERVICE
WET TAP
11
CD-02
6" DI WATER MAIN CLASS 350
CL
CL
CL
32+00 33+00 33+98
W
W
STA. 32+45, 13.55R
1° HORIZ. DEFLECT
6" DI WATER MAIN CLASS 350
36
"
MI
N
.
EX
I
S
T
.
2
"
U
G
T
AP
P
R
O
X
.
T
O
P
E
L
.
1
5
3
.
5
5
12
"
MI
N
.
ST
A
.
3
2
+
4
5
1°
H
O
R
I
Z
.
D
E
F
L
E
C
T
T.
O
.
P
.
E
L
.
1
5
5
.
7
5
32+00 33+00 34+00
PL
O
T
D
A
T
E
:
8/
1
4
/
2
0
2
5
3
:
2
2
p
.
m
.
B
Y
:
HP
Fi
l
e
:
C:
\
U
S
E
R
S
\
H
P
\
D
C
\
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C
C
D
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C
S
\
H
A
Z
E
N
A
N
D
S
A
W
Y
E
R
\
4
1
1
5
4
-
0
0
4
_
F
L
E
W
E
L
L
I
N
G
2
-
I
N
C
H
W
M
R
E
P
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
_
D
E
S
I
G
N
\
C
I
V
I
L
\
C
-
0
8
S
a
v
e
d
b
y
HP
S
a
v
e
d
a
t
e
:
8/
1
1
/
2
0
2
5
3
:
5
2
p
.
m
.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
10 20'020
1"=20'-0"
C-08
CIVIL
PLAN AND PROFILE
STA 31+52 TO STA 34+00
ST
A
3
1
+
5
2
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
7
PLAN
1" = 20'
REMOVE AND REPLACE
GRAVEL DRIVEWAY TO MATCH
EXISTING CONDITIONS.
EXISTING 6" DI WATER
MAIN AND GATE VALVE
EXISTING FIRE
HYDRANT
REMOVE CAP AND BLOW-OFF
ASSEMBLY AND CONNECT TO
EXISTING 6 INCH DI WATER MAIN
W/ MJ SLEEVE
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
REMOVE AND REPLACE
CONCRETE DRIVE
JOINT TO JOINT
ORANGE AVENUE
CARDINAL STREET
JAY STREET
F
L
E
W
E
L
L
I
N
G
A
V
E
N
U
E
CE
N
T
E
R
S
T
R
E
E
T
KEY PLAN
AREA
DEPICTED
PROFILE
1"=4'-0" VERTICAL
1"=20'-0" HORIZONTAL
150
160
145
140
155
150
160
145
140
155
637 JAY STREET 641 JAY STREET 645 JAY STREET
EXISTING GRADE
3.
0
0
'
MI
N
.
233 LF OF OPEN CUT
CONNECT TO EXISTING
WATER MAIN
CONSTRUCT DOUBLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY
OTHERS. CONTRACTOR TO COORDINATE
WITH CITY ON METER LOCATION.
11
CD-02
CONSTRUCT SINGLE WATER MAIN SERVICE
WITH TRAFFIC BEARING METER BOXES.
CONNECTION WILL BE PROVIDED BY OTHERS.
CONTRACTOR TO COORDINATE WITH CITY ON
METER LOCATION. (SEE NOTE 12)
11
CD-02
14
CD-02
14
CD-02
233 LF OPEN CUT
ON THIS SHEET
6" X 1" SERVICE
WET TAP
11
CD-02
6" X 1" SERVICE
WET TAP
636 JAY STREET 640 JAY STREET
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
NOTES:
1.LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND SHOULD
BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH UTILITY
OWNERS DURING CONSTRUCTION.
2.STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3.ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL
MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE
WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE
REPLACED AT NO COST TO THE OWNER. NOT SHOWN FOR CLARITY.
6.REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED DURING
CONSTRUCTION AND REPAIR ALL EXISTING IRRIGATION.
7.CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
8.ALL NEW MAINS TO BE FULLY RESTRAINED. CITY DETAILS UT004
AND UT005 TO BE USED FOR EXISTING MAINS ONLY.
9.CONTRACTOR SHALL REPLACE ALL SIDEWALK REMOVED FOR THE
PROJECT JOINT TO JOINT PER FDOT INDEX 522-001. SIDEWALK
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.TREES ON PRIVATE PROPERTY TO BE PROTECTED. TREES WITHIN
RIGHT OF WAY TO BE PROTECTED. IF TREES WITHIN RIGHT OF WAY
CANNOT BE PROTECTED, CONTRACTOR SHALL REMOVE
FOLLOWING OWNER APPROVAL.
11.CONTRACTOR SHALL COORDINATE LOCATION OF ALL WATER
SERVICES WITH THE CITY. NO SURVEY AVAILABLE FOR SERVICES
ON THE WEST SIDE OF THE RIGHT OF WAY. CONSTRUCTION OF
WATER SERVICES SHALL INCLUDE NECESSARY PAVEMENT
RESTORATION AND MOT.
12.LONG SIDE POLY SERVICES SHALL BE INSTALLED USING
TRENCHLESS CONSTRUCTION METHODS TO NOT IMPACT THE
ROADWAY.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
WW
WW
W
W
WW
W
W
W
W
WW
W
W
W
W
W
W
W
W
PL
O
T
D
A
T
E
:
8/
1
4
/
2
0
2
5
3
:
2
3
p
.
m
.
B
Y
:
HP
Fi
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e
:
C:
\
U
S
E
R
S
\
H
P
\
D
C
\
A
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C
D
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S
\
H
A
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N
A
N
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
100'0100
1"=100'-0"
50
C-09
CIVIL
EXISTING 2-INCH WATER MAIN
ABANDONMENT LIMITS
PLAN
1" = 100'
CA
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CENTER STREET
OR
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EXISTING 2" WATER MAIN
ABANDONMENT LIMITS
(ABANDON IN PLACE)
(SEE NOTES)
EXISTING 2" WATER MAIN
ABANDONMENT LIMITS
(ABANDON IN PLACE)
(SEE NOTES)
EXISTING 2" WATER MAIN
ABANDONMENT LIMITS
(ABANDON IN PLACE)
(SEE NOTES)
FLEW
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NOTES:
1.CONTRACTOR SHALL COORDINATE WITH CITY OF OCOEE FOR
ABANDONMENT/REMOVAL OF WATER METERS.
2.WATER MAIN ABANDONMENT SHALL BE COMPLETED AFTER THE
NEW WATER MAIN, WATER SERVICES AND WATER METERS HAVE
BEEN CONSTRUCTED AND CLEARED FOR SERVICE.
3.EXISTING WATER MAIN AND WATER METER LOCATIONS ARE NOT
SURVEYED AND ARE APPROXIMATE. CONTRACTOR SHALL
CONFIRM LOCATIONS PRIOR TO BEGINNING WORK.
CUT AND CAP 2-INCH
WATER MAIN
CUT AND CAP 2-INCH
WATER MAIN
CUT AND CAP 2-INCH
WATER MAIN
HI
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CUT AND CAP 2-INCH
WATER MAIN
CUT AND CAP 2-INCH
WATER MAIN
DETAIL
NTS
1
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DETAIL
NTS
2
-
DETAIL
NTS
3
-
CD-01
CITY STANDARD DETAILS
SHEET 1
Typical Cross Section
Stage 1
Stage 2
Varies
Straight and Smooth Saw
Cut Existing Surface
Treatment
Extent of Pavement Replacement
Replacement Base
1/2 of Pipe Diameter
or 1' Min.
18"6"
Curb
Stage Compactions:
1.Backfilling of trench shall be in six inch (6") maximum lifts.
2.Stage 1: Backfilling trench in Stage 1 shall use proper mechanical
equipment to insure proper compaction throughout, including pipe
haunches.
3.Stage 2: Backfilling trench in Stage 2 shall be to bottom of sub-grade.
NOTES:
1.All work and material for the Flexible Pavement Reconstruction shall be in
accordance with the most current City of Ocoee - Engineering Standards
Manual (available at OCOEE.ORG).
2.Any conflict between ESM specification and this sheet's specifications shall
be resolved by the more stringent requirement.
3.Replacement asphalt shall match the existing structural and friction
courses for type and thickness in accordance with requirements as set
forth by the ESM.
4.Replacement asphalt shall be installed the to the full width of the travel
lane.
5.Backfill and base material shall be clean and homogenous compacted to
98% of the maximum density per AASHTO T-180. Tack shall be added to
the new base material prior to installing the replacement asphalt.
6.Base course shall be prepared in 6" lifts maximum, and thoroughly
compacted.
7.Where trench line abuts existing curb(s), construct clean butt joint with
curb. In the event curb is undermined and/or compromised, curb shall be
replaced.
Butt-Joint Detail
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:July 2022 N/A
PW002
DETAIL
NO.
Open Cut
Flexible Pavement Replacement
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:July 2022 N/A
PW003
DETAIL
NO.
Driveway Approach
Right-of-Way Line
Driveway
Roadway
Curb & Gutter
1
2
3
4
3
5
1
Legend
Driveway: approach and sidewalk 6" Thick - fc' = 3,000 psi @ 28 days,
fiber reinforced concrete
2 Sidewalk: 4" Thick - fc' = 3,000 psi @ 28 days
3 Expansion Joint: bituminous fiber board material 1/2" thick and full
depth
4 Construction Joint: tooled, dummy or sawed (1" depth minimum,
spacing equal width of sidewalk)
5 Approach Transition: Flair Curb shall be dropped if not mountable
Curb shall be dropped through driveway with 3' transitions each end of
driveway for non-mountable curb.
All wooden stakes used in form work if left in place, shall have 2" or more
of concrete cover.
Notes:
NOTES:
1. Pipe bedding material and trench backfill shall be select common (clean) fill
compacted to 95% (98% in roadway) of the maximum density as per
AASHTO T-180.
2. Contractor shall install crushed rock (or equivalent bedding material) where
pipe bedding does not provide solid support (yielding or plastic). Depth of
material shall be a minimum of 6", or as needed, to provide non-yielding
support for the pipe. All unsuitable material shall be removed from pipe
bedding unless special provisions are approved by the City.
3. Excavated trench width at pipe haunch shall be sufficient in size for haunch
compaction, but shall be no greater than 15" on each side of pipe for pipes
less than 24" in diameter (24" for pipes 24" in diameter or greater.)
4. Water shall not be permitted in trench line during construction.
5. Pipe line shall be installed with bell fitting facing upgrade.
6.Gravity sewer shall have a 6" minimum rock bed.
Crown trench in
unimproved areas (3"
min.)
Clean Fill
Undisturbed Earth
12" (typ.)
Trench Width Varies
Based on Pipe Dia.
Existing Grade
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Rock Bedding
(See Notes 2 and 6)
Pipe
Diameter
*a
*a See Note 3
*a
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:September 2019 N/A
UT001
DETAIL
NO.
Pipe Bedding and Trench
DETAIL
NTS
4
-
NOTES:
1.The restraint values as indicated by the "Restraint Table" are minimum
values.Design engineer shall be responsible for confirming field conditions,
and make adjustments accordingly.
2.All fittings shall have restrained joints unless otherwise indicated.
3.No restraints required if continuous pipe length is greater than value
provided in "Restraint Table" above.
4.Where two or more fittings are laid in-line, use greatest restraint length for
coverage.
5.For in-line valves and through run of tees: outside limits of restrained joints
from other fittings need not be restrained unless otherwise indicated.
6.Lengths shown in the table have been calculated in accordance with the
procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as
published by DIPRA, with the following assumptions:
Working Pressure: 150 PSI
Soil Designation: SM (Silty Sand, Sand-Silt Mix.)
Laying Conditions: 5
7.For pipe encased in polyethylene, use values given in parentheses or
increase the given value by 150%.
8.For pipe sizes not included in the Restraint Table or pipe material not
adhering to given conditions, design engineer shall determine and specify
pipe lengths which shall be approved by the City.
4"6"8"10"12"16"
15 21 27 32 37 47
7 5 11 13 16 20
5 5 6 7 8 10
5 5 5 5 5 6
30 47 64 81 98 133
Fittings
Pipe Size
D.I.P. Restraint Table
90° Bend
45° Bend
22 1/2° Bend
11 1/4° Bend
Plug or
Branch of Tee
Minimum Length (FT) to be Restrained
on Each Side of Fitting(s)
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:April 2019 N/A
UT005
DETAIL
NO.
Ductile Iron
Pipe Restraint Table
NOTES:
1.PVC extensions shall not be used on valve box.
2.The actuating nut for valves shall be no deeper than 24" from ultimate finished grade.
3.Valve assembly shall include center spacing guide from the City's Approved Materials List.
4.Where valve nut is more than 36" below grade, valve assembly shall include an extension
from the City's Approved Materials List.
5.Valve collar shall be 24" x 24" x 6" square pad and concrete for collar shall be fc' of 3,000
psi minimum @ 28 days for non-pavement areas.
6.Valve Marker shall be from the City's Approved Materials List and shall include "City of
Ocoee", main type, size, material, turns to open or close valve, and direction of rotation.
7.Valve Box shall not be located in pavement, sidewalk, or driveway unless approved by the
City. If approved, Contractor/Developer shall reach out to the Utilities Department on the
location of the Valve Tags.
8.For Valve Box approved in pavement, a disk valve marker shall hang in the valve box
anchored to the locating wire.
Pipe/Main
6" FDOT #57 Stone
Valve
Adjustment Ring
Actuating Nut for Valve
Concrete Collar
(See note 5)
Finished Grade
Adjustable cast iron
valve box
Valve box shall rest on
bedding rock, not on
valve or pipe, and shall
be centered on
operating nut.
Valve I.D. Marker
(See note 6)
##"DIP
CCW OP E N
##T U R N S
W A T E R MAI
N
24"
24"
12"
#4 bar with 2" minimum
concrete cover
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:June 2021 N/A
UT009
DETAIL
NO.
Valve Box and Cover
##"DIP
CCW OP E N
##T U R N S
W A T E R MAI
N
1
4"
See Note 8:
C I T Y OF OCOE
E
C I T Y OF OCOE
E
DETAIL
NTS
5
-
DETAIL
NTS
6
-
DETAIL
NTS
7
-
DETAIL
NTS
8
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Main (type)
PIPE LETTERING NOTES:
1.Lettering shall be per the American Water Works Association.
2.Lettering shall be a minimum of 3/4" in height and shall be be facing up when the pipe
is installed.
3.Lettering must be permanently imbedded into the pipe/main, not painted or stenciled.
4.Lettering shall be of contrasting color to pipe/main color.
Pipe/Main color based on
use.
Main (type)
See Note 2 for lettering size
and orientation.
Pipe Marking (Lettering)
N.T.S.
Diameter = 2.5" to 4"
3" Tape centered along the top half of pipe.
Main (type)Main (type)Main (type)
Diameter = 6" to 16"
Two (2) 6" Tapes along both sides of top half of pipe.
Main (type)Main (type)Main (type)
Main (type)Main (type)
Main (type)Main (type)Main (type)
Main (type)Main (type)
Main (type)Main (type)Main (type)
Diameter = 20" and larger
Three (3) 6" Tapes along top and both sides of top half of pipe.
Warning Tape
N.T.S.
WARNING TAPE NOTES:
1.Tape color shall be in accordance with (same) as main/pipe color.
2.Tape lettering shall be at least 1" in height with no greater than 12" in
spacing.
3.Warning tape shall extend total length of pipe.
Main (type)
Main (type)
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:April 2019 N/A
UT011
DETAIL
NO.
Pipe Identification
&
Warning Tape
4"6"8"10"12"16"
18 24 32 38 44 55
10 10 13 16 18 23
10 10 10 10 10 11
10 10 10 10 10 10
30 47 64 81 98 133
Fittings
Pipe Size
PVC/HDPE Restraint Table
90° Bend
45° Bend
22 1/2° Bend
11 1/4° Bend
Plug or
Branch of Tee
Minimum Length (FT) to be Restrained
on each side of Fitting(s)
NOTES:
1.The restraint values as indicated by the "Restraint Table" are minimum
values. Design engineer shall be responsible for confirming field conditions,
and make adjustments accordingly.
2.All fittings shall have restrained joints unless otherwise indicated.
3.No restraints required if continuous pipe length to fitting is greater than
value provided in "Restraint Table" above.
4.Where two or more fittings are laid in-line, use greatest restraint length for
coverage.
5.For in-line valves and through run of tees: outside limits of restrained joints
from other fittings need not be restrained unless otherwise indicated.
6.Lengths shown in the table have been calculated in accordance with the
procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as
published by DIPRA, with the following assumptions:
Working Pressure: 150 PSI
Soil Designation: SM (Silty Sand, Sand-Silt Mix.)
Laying Conditions: 5
7.For pipe sizes not included in the Restraint Table or pipe material not
adhering to given conditions, design engineer shall determine and specify
pipe lengths which shall be approved by the City.
20"
74
31
15
10
167
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:April 2019 N/A
UT004
DETAIL
NO.
PVC/HDPE
Pipe Restraint Table
PL
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:JUNE 2020 N/A
PW005
DETAIL
NO.
Sidewalk, Curb, and Pavement Detail
NOTES:
1.Tooled Control Joints at 5' O.C. max.
2.Expansion Joints at 25' O.C. max.
3.Joints shall be constructed within 24 hours of pouring concrete
4.Sidewalks shall be Class I, 3000psi
5.Sub-grade or base shall be compacted to a minimum density of 98% of the
maximum density as determined by AASHTO T-180 for sidewalks/bike
paths and curbs.
6.Refer to plans for sidewalk width. Sidewalk shall be a minimum of 5' if a
width is not specified on the plans.
7.Refer to the plans for the curb height. If no curb height is specified, use 6"
4"
4" Concrete over
compacted fill.
1/4" Per Foot Cross Slope
1" Prior to seeding or planting
2" Prior to sodding
See Note 6
6"
See Note 7
CD-02
CITY STANDARD DETAILS
SHEET 2
Hose Nozzle Pumper Nozzle
Facing Street
Hydrant Operating Nut
6" Bedding Rock
18" Min. Above
Finished Grade
24"
MJ Hydrant
Anchoring Tee
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:June 2021 n/a
UT201
DETAIL
NO.
Fire Hydrant Assembly
Resilient Seat Gate
Valve and Box
(See Detail UT009)
36
"
M
i
n
.
Compacted
Backfill
Maximum 6" Clearance
Between Concrete and
Bottom of Nuts/Bolt
3 ' to 5 '
Expansion Fiber
Material (TYP)
Concrete
Sidewalk
Note:
1.Hydrants shall be painted with double coat enamel paint per
the following:
·Public Potable Water - Safety Yellow Pantone 13-0630TN
·Reclaimed Water - Purple Pantone 522 C
·Private Fire - Cherry Red HDC-MD-16
2.Concrete shear pad shall abut between sidewalk and curb.
Where sidewalk is not present, concrete shear pad shall be
approx. 7.5' x 3.5' min.
3.Concrete shall be 6" thick with fibermesh and shall be fc' of
3,000 psi minimum at 28 days.
4.Any deviation from this detail shall be made known to the City
for approval.
W W
Standard Configuration Alternate Configuration
Edge of Pavement Edge of Pavement
Sidewalk Sidewalk
Water/Reclaim
Main
Water/Reclaim
Main
Fire Hydrant
Assembly
Fire Hydrant
Assembly
90° Bend
DETAIL
NTS
9
-
DETAIL
NTS
10
-
DETAIL
NTS
11
-
DETAIL
NTS
12
-
DETAIL
NTS
13
-
DETAIL
NTS
14
-
DETAIL
NTS
15
-
DETAIL
NTS
16
-
Stainless Steel
Tapping Sleeve
NOTES:
1.All Sleeves and Valves shall be water tested before tap.
2.No Wet Tap on Asbestos Cement water mains.
3.For Valve Box and Cover, see Ocoee UT009 Valve Box and Cover
Detail.
Resilient Seat
Tapping Valve
Test PlugRestrained Mechanical
Joint
New Main
Active Main
Flange
Gasket
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:Feb. 2020 N/A
UT205
DETAIL
NO.
Stainless Steel Tapping Saddle and Gate Valve Assembly
Water and Reclaim
NOTES:
1.All fittings shall be brass with compression-pack joint type connections.
2.No service line shall extend or terminate under a driveway.
3.Meter end of service shall terminate with curb stop (90°) for single service and dual horn
and curb stops (90°)for dual services.
4.Meter end of service shall terminate 3' past meter location where service shall, unless
directed otherwise, extend 3' above finished grade tied to a 2" x 4" x 4' stake. If directed,
service connection shall be buried and located with an 2" x 4" x 4' painted marker. Stake
or marker shall indicate lot(s) to be served.
5.Concrete curb shall be marked (stamped or saw-cut) with "W" locating service.
6.Service connection to the main shall use approved saddle, and tapping of main shall be by
a method where a solid coupon is removed.
7.Services installed under finished or existing pavement shall be directionally drilled.
8.Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe.
9.Service color shall be blue for potable water and purple (magenta) for reclaimed water.
Tapping Section
WA
T
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M
A
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AWWA Type
CC Threads
#10 THHN
Tracing Wire,
Color to Match
Service
Water Main
Corporation Stop (Ford F1000-4NL)
& Fittings (normally open)
Service, Polyethylene
Tubing, 1" min.
To Meter/Box Assembly
Double Strap
Stainless Steel
Saddle
30° to 45°
Service View with Single Meter
Double Meter ConfigurationSingle Meter
Box and Water
Meter (By City)
Coil Excess
Tracing Wire in
Box
Service Polyethylene
Tubing
Curb Stop
(See Note 3)
#10 THHN Tracing
Wire to Match Use
in Color
Brass Corporation
Stop (1" Min.)
Double Meter
Box and Water
Meter (By City)
90° Angled
Curb Stops at
Ends of Horn
U-Branch Brass Horn
(1" x 3/4" x 3/4")
Installed Upright
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:Sep. 2019 N/A
UT206
DETAIL
NO.
Water and Reclaim Service Connection
NOTES:
1.Pipes/mains in this detail are for representation purposes only. Refer to plan or
utility sheets for pipes/main material, size, and configuration.
2.For meter configuration, including fittings and box, see City of Ocoee Meter and
Meter Box Details UT207 for Single Family and UT208 for Commercial/Multi-Family.
3.Unless directed by City, reclaimed and potable meter boxes shall be separated by
placing the boxes at opposite property lines.
4.Meters should be centered in grassed parkway, if possible, offset from front of
sidewalk 2', and such that private service will not cross adjacent lot.
Meter Location Plan View
Pipe/Main
Property Lined
Right-of-Way
Single Service
Double Service
Single Service
(typ.)Single Service
(typ.)
Sidewalk
Curb
Typical Meter Layout
Right-of-Way Line
Sidewalk
Grassed Parkway
Main
Curb
Private Services
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:April 2019 N/A
UT207
DETAIL
NO.
Meter & Service Locations
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
NOTES:
1.Water Service shall be 1" diameter P.E. minimum.
2.Service curb stop shall be bullet locked using High Field Manufacturing
Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120.
3.Service shall extend 4' above finished grade and shall be no more than 2'
from back of curb.
4.Top of stake shall be painted the color of the Utility Service and labeled
with the Lot Number(s)/Address(es) it serves.
5.When water service will be used for Bacteriological Testing, a hose bib
shall be installed on the Curb Stop.
6.Meter shall be installed by the City unless authorization has been given by
the City (UT208b)
7.Private connection to the meter shall be the responsibility of the
Owner/Owner's Contractor.
90° Compression
Curb Stop Fitting
Ford
KV43-342W-NL
Service from
Main (P.E.)
Double Meter Curb Stop
Service from
Main (P.E.)
Dual Horn Brass
with 90° Curb Stops
(Ford UV43-42W-NL)
Bullet Lock
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:June 2021 N/A
UT208a
DETAIL
NO.
Single Family Residential
Service
Single Meter Curb Stop
Weather Protected
Heavy Duty Tape
2" x 3" x 5'
Wooden Stake
Curb Existing
Grade
Sidewalk
6" minimum below grade
NOTES:
1.Provide temporary pipe supports as required.
2.Do not use galvanized pipe or accessories. Polyethylene pipe can be used with
approval by the City
3.A temporary jumper connection is required at all connections between existing
active water mains and proposed new water main improvements.
4.The detail shown is to be used for filling any new water main of any size from
existing active water mains and for flushing of new mains up to 8" diameter (2.5
fps min velocity) and for pulling bacteriological samples from any new water main
of any size.
5.The jumper connection shall be maintained until after filling, flushing, testing, and
disinfection of the new main has been successfully completed; and clearance for
use from Florida Department of Environmental Protection (FDEP) and other
pertinent agencies has been received.
6.Pipe and fittings used for connection of the new pipe to the existing pipe shall be
disinfected prior to installation in accordance with AWWA C651, 2014 edition.
7.Swab or spray the exterior of the main to be tapped and the tapping saddle with
1% Hypochlorite solution.
8.The contractor shall reach out to the City to rent a City Hydrant Meter Assembly.
9.All installation and maintenance of the temporary jumper connection and
associated hydrant meter assembly, fittings and valves, etc., shall be the
responsibility of the contractor.
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:March 2020 N/A
UT211
DETAIL
NO.
Temporary Jumper Connection
Threaded Nipple
Final Grade
2" Corporation
stop (TYP.)
Existing Main
2" Service Saddle (TYP.)
12" Min
Hydrant Meter Assembly
90° Bend
2" Pipe
2" Ball Corp Stop
New Main
Tie in valve shall be closed and Locked. City of
Ocoee to be provided locking mechanism. Valve
shall be operated by City of Ocoee personnel only.
NOTES:
1.This detail shall only be used when the Contractor/Developer has been
given special permission by the City to place City Meters.
2.Water Service shall be 1" diameter P.E. minimum.
3.Service curb stop shall be bullet locked using High Field Manufacturing
Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120.
4.Private connection to the meter shall be the responsibility of the
Owner/Owner's Contractor.
Side Single Meter View
Reclaimed Meter Connection
Use Brass Meter Connection
(substitute for Dual Check
Valve.)
Meter Box
MXU (FlexNet
Radio Unit)
Meter
Existing Grade
Private
Connection
3/4" Brass Meter
Connection
90° Compression
Curb Stop Fitting
Ford
KV43-342W-NL
Service from
Main (P.E.)
Dual Check Valve
(Potable Water), Ford
HHCH31-323-NL
Dual Meter Front ViewService from
Main (P.E.)
Dual Horn Brass with 90° Curb
Stops, Ford UV43-42W-NL
Bullet Lock
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:February 2021 N/A
UT208b
DETAIL
NO.
Single Family Residence
Meter Configuration
NOTES:
1.The table above represents the minimum separation requirements as described in the City's Engineering
Standards Manual. The most stringent requirements between the City's Standards and the guidelines set
forth in the Florida Administrative Code 62-555.314 (F.A.C). shall apply between newly proposed utility lines
and existing or proposed utility lines.
2.Joint spacing shall be based on one full length water main pipe centered above or below other pipes. The
joint shall be no less than the required distance from the center of the crossing of the two pipes. (The water
pipe shall be above the other pipe unless otherwise approved by the City.)
3.Where the City's minimum vertical and horizontal separation from potable water cannot be achieved from
the outside of the potable water pipe and the outside of the other pipe/main, preferred separation in
accordance with F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.) and 62-604.400 (F.A.C.)
may be allowed upon approval by the City's Utilities Department.
a.If it is not technically feasible or economically sensible to comply with the requirements set forth in
62-555.314 (F.A.C.), technical or economic justification for each exception must be submitted to F.D.E.P.
with alternative construction features. Proof of F.D.E.P.'s approval for exceptions shall be submitted to
the City.
4.For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by
F.A.C. 62-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw
sewage, and the separation list for sanitary sewer shall apply.
5.Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation
requirements.
6.Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the
outside dimension of each pipe/main.
7.All Sanitary and Storm Structures shall follow separation requirements above.
8.Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross.
9.All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or
future grading to ensure the 36" coverage.
10.No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must
be approved by the City and is subject to special conditions and materials.
11.Structural shall refer to foundations, walls, etc. Additional separation shall be required by the City for
construction of, including, but not limited to: live loads, multi-story commercial buildings, superstructures,
embankments, retaining walls, bridges, railroads, high voltage transmission mains, gas mains, etc.
Pipes/Mains Separation Requirement Table (See Note 11 for Structural)
Potable Reclaimed Sanitary Sewer Storm Sewer
Potable
Reclaimed
Horiz.Vert.Horiz.Vert.Horiz.Vert.Horiz.Vert.
Sanitary
Sewer
Storm
Sewer
3'12"3'
3'3'3'
3'3'
3'3'3'
18"18"
12"
12"
12"
12"
12"
12"
18"
18"
10'
12"
10'
CONSTRUCTION DETAILS
CITY OF OCOEE
SCALE:DATE:November 2022 N/A
UT013
DETAIL
NO.
Pipe Separation Requirement Table
Joint Spacing Requirement Table (See Note 2)
Potable Reclaimed Sanitary Sewer Storm Sewer
Potable 3'3'6'
Horiz.
10'
Structural
10'
10'
10'
D-01
STANDARD DETAILS
FRAME & LID
TO BE REMOVED
ABANDONED EXISTING
VALVE TO REMAIN IN PLACE
VALVE BOX TO
BE REMOVED
CONC. COLLAR TO
BE REMOVED
TURN VALVE TO OPENED
POSITION
RESTORE TO EXISTING
CONDITIONS
1. EXISTING MAIN LINE VALVES SHALL BE ABANDONED AS FOLLOWS:
BACKFILL AND
SURFACE RESTORATION
PER TRENCH DETAILS
1.2 GRASS AREAS = REMOVE UPPER SECTION OF VALVE BOX,
BACKFILL AREA, COMPACT TO SPECIFICATION (95% DRY
DENSITY MIN.) AND REPLACE SOD.
1.1 PAVED AREAS = REMOVE VALVE BOX AND FILL WITH CONCRETE
TO FLUSH WITH PAVEMENT BASE. SAW CUT PAVEMENT AND
INSTALL ASPHALT PATCH.
NOTES:
EXISTING TREE
*
*
ROOT PRUNING NOTES:
EXISTING GRADE
1.ALL TREE AND ROOT PRUNING SHALL BE
PERFORMED ACCORDING TO THE ANSI A300 ROOT
PRUNING STANDARDS AND SHALL BE DONE BY AN
INTERNATIONAL SOCIETY OF ARBORICULTURE
(ISA) CERTIFIED ARBORIST LICENSED IN
FLORIDA. PRUNING OPERATORS SHALL MEET WITH
THE ENGINEER/OWNER PRIOR TO ANY PRUNING.
2.CUTS ARE TO BE MADE CLEANLY WITH A SHARP
ROOT PRUNING TOOL (SUCH AS A DOSCO OR
VERMEER ROOT PRUNER).
3.INSTALL ORANGE PLASTIC MESH TREE BARRIER,
WITH REBAR SUPPORTS, AT POINT OF PRUNING
AND CONTINUE COMPLETELY AROUND TREE,
PROTECTING THE AREA WITHIN THE DRIP LINE
(EXTENT OF OUTER BRANCHES).
POINT AT WHICH ROOTS ARE
PRUNED PRIOR TO EXCAVATION
IF WITHIN 6' OF TRUNK
CONSULT PROJECT
ENGINEER
DEPTH OF
EXCAVATION
ROOT BARRIER NOTES:
1.ROOT BARRIER IS REQUIRED FOR LOCATIONS
WHERE TREE(S) AND/OR ASSOCIATED ROOTS ARE
LOCATED WITHIN 10 FEET OF A REQUIRED
IMPROVEMENT.
2.ROOT BARRIER SHALL BE INSTALLED 15 FEET ON
CENTER OF TREES AND/OR ROOTS.
3.ROOT BARRIER SHALL BE MINIMUM 48" DEEP.
ROOT BARRIER MATERIAL SHALL BE HDPE OR AS
APPROVED BY ENGINEER.
4' MIN
PROPOSED PIPE
CO
V
E
R
(S
E
E
P
L
A
N
S
)
ROOT BARRIER
(SEE NOTES)
DETAIL
EXISTING VALVE ABANDONMENT
NTS
17
-
DETAIL
ROOT PRUNING AND ROOT BARRIER DETAIL
NTS
18
-
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MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
1. EXIST GATE VALVE SHALL BE CLOSED PRIOR TO ABANDONING.
2. EXIST HYDRANTS SHALL NOT BE REMOVED FROM SERVICE PRIOR TO
PLACING NEW HYDRANTS INTO SERVICE.
3. ALL MATERIALS REMOVED SHALL BE PROPERLY DISPOSED OF BY THE
CONTRACTOR. OWNER MAINTAINS RIGHT TO SALVAGE MATERIAL.
6. WHEN EXISTING HYDRANT IS PRESENT IN AN EXISTING SIDEWALK, SAW
CUT, AND REMOVE THE EXISTING SIDEWALK AND CURB AT JOINTS AND
RESTORE AREA TO CONDITION EXISTING PRIOR TO HYDRANT REMOVAL.
EXIST HYDRANT TO BE
REMOVED (SEE NOTE 2)
LEGEND
EXISTING
PROPOSED
TO BE REMOVED.
INSTALL MJ RESTRAINED PLUG
IF EXISTING WM TO REMAIN IN
SERVICE (SEE NOTE 4)
7. CONTRACTOR SHALL COORDINATE GROUT FILL/ABANDONMENT OF
WATER MAIN WITH FIRE HYDRANT REMOVAL/DISPOSAL, AS
APPLICABLE.
4. POUR THRUST BLOCK BEHIND NEW PLUG OR CAP IF EXISTING
PIPING IS UNRESTRAINED AND MAIN WILL REMAIN IN SERVICE.
ALTERNATIVELY, RESTRAIN VALVE TO TEE.
EXIST MAIN
5. UNTIL FIRE HYDRANT IS PHYSICALLY REMOVED, ANY HYDRANT
THAT BECOMES NON-USABLE SHALL BE COVERED AND MARKED
"ABANDONED".
NOTES:
EXIST VALVE BOX AND
SETTING TO BE REMOVED
EXIST GATE VALVE TO
REMAIN (SEE NOTE 1)
BACKFILL AND SURFACE
RESTORATION PER TRENCH
DETAILS
REMOVE
EXIST PIPE
REMOVE BOLLARDS
IF PRESENT
RESTORE TO EXISTING
CONDITIONS
DETAIL
EXISTING FIRE HYDRANT REMOVAL
NTS
19
-
D-02
POLLUTION PREVENTION DETAILS
BALE
W
I
D
E
18" TY
P
.
4" MI
N
.
BALE
L
E
N
G
T
H
36" TY
P
.
BACK
F
I
L
L
A
N
D
C
O
M
P
A
C
T
EXCA
V
A
T
E
D
T
R
E
N
C
H
S
O
I
L
BIND
I
N
G
W
I
R
E
O
R
T
W
I
N
E
FLOW
BALE WIDTH
18" TYP.
2"x2"X48" STAKES
BACKFILL AND COMPACT
EXCAVATED TRENCH SOIL
FLOW
4" MIN.
30
"
M
I
N
.
18
"
T
Y
P
.
SECTION
NTS
A
-
NOTE:
ANCHOR HAY BALES WITH 2-2"x2"X48"
STAKES PER BALE.
HAY BALE INSTALLATION NOTES:
1.SEE CIVIL PLAN VIEW FOR LOCATIONS OF HAY BALES.
2.HAY BALES SHALL CONSIST OF CERTIFIED WEED FREE STRAW OR
HAY LOCAL JURISDICTIONS MAY REQUIRE PROOF THAT BALES ARE
WEED FREE.
3.HAY BALES SHALL CONSIST OF APPROXIMATELY 5 CUBIC FEET OF
STRAW OR HAY AND WEIGH NOT LESS THAN 35 POUNDS.
4. WHEN HAY BALES ARE USED IN SERIES AS A BARRIER, THE END OF
EACH BALE SHALL BE TIGHTLY ABUTTING ONE ANOTHER.
5. HAY BALE DIMENSIONS SHALL BE APPROXIMATELY 36" X 18" X 18".
6.A UNIFORM ANCHOR TRENCH SHALL BE EXCAVATED TO A DEPTH OF
4". BALES SHALL BE PLACED SO THAT BINDING TWINE OR WIRE IS
HORIZONTALLY ENCOMPASSING THE SIDES OF THE BALE(S). ALL
EXCAVATED SOIL SHALL BE PLACED ON THE UPHILL SIDE OF THE
BALE(S) AND COMPACTED.
7.TWO (2) WOODEN STAKES SHALL BE USED TO HOLD EACH BALE IN
PLACE. WOODEN STAKES SHALL BE 2" X 2" X 48". WOODEN STAKES
SHALL BE 30" INTO THE GROUND.
50 100 150 200 250 300 350 4000
1
2
3
4
5
6
SPACING (In Feet)
CHART 1: SILT FENCE SPACING
SL
O
P
E
(
I
n
%
)
TYPE III SILT FENCE
6' MAX.
12
"
M
I
N
.
15
"
TO
1
8
"
8"
3'
O
R
M
O
R
E
ELEVATION SECTION
GROUND SURFACE
POST OPTIONS
SOFTWOOD 2 1/2" DIA.
SOFTWOOD 2" x 4"
HARDWOOD 1 1/2" x 1 1/2"
STEEL 1.33 LBS / FT
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FDOT SPEC.)20°±
VE
R
T
I
C
A
L
FILTER FABRIC
SILT FLOW
OPTIONAL POST POSITIONS
PRINCIPLE POST POSITION
(CANTED 20° TOWARD FLOW)
NTS
TYPE III SILT FENCE
NTS
HAY BALE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
FILTE
R
F
A
B
R
I
C
FDOT
#
1
C
O
A
R
S
E
A
G
G
R
E
G
R
A
T
E
R
=
2
0
'
0
"
HARD
S
U
R
F
A
C
E
P
U
B
L
I
C
R
O
A
D
12'-
0
"
(
M
I
N
.
)
6" MINIMUM
THICKNESS
10'50'
M
I
N
I
M
U
M
NOTES:
1.THE ENTRANCE SHALL BE MAINTAINED A CONDITION
THAT WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY
REQUIRE TOP DRESSING. REPAIR AND/OR CLEANOUT
OF ANY MEASURES USED TO TRAP SEDIMENT.
2.WHEN NECESSARY , WHEELS SHALL BE CLEANET
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABLIZED WITH CRUSHED STONE THAT
DRAINS INTO AN APPROVED SEDIMENT TRAP OR
SEDMENT BASIN.
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6/
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2
5
1
1
:
5
9
p
.
m
.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP
D-03
MATERIAL QUANTITY
TABLE
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.
MELANIE PECKHAM PE. No. 66487
FLEWELLING 2-INCH
WATER MAIN REPLACEMENT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-004
AUGUST 2025M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
M. FORTIN
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 10/2024 MP
2 60% DESIGN 01/2025 MP
3 100% DESIGN 06/2025 MP
4 ISSUED FOR BID 08/2025 MP