HomeMy WebLinkAboutItem 08 Approval of License Agreement Between Florida Central Railroad Company, LLC (FCEN) for the Clarke Road Force Main Relocation Project
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
STAFF REPORT
Meeting Date: January 6, 2026
Item #: 8
Contact Name: Department Director: Jen Bolling
Contact Number: City Manager: Craig Shadrix
Subject: Approval of License Agreement Between Florida Central Railroad Company, LLC
(FCEN) for the Clarke Road Force Main Relocation Project. (Utilities Director Bolling)
Background Summary:
The 8” force main on North Clarke Road, north of A.D. Mims Road, has experienced several breaks and
requires replacement to avoid future pipe breaks. The force main replacement has been split into two phases.
Phase 1 was completed with the Clarke Road Widening project. Phase 2 runs approximately 550 feet north of
Ocoee Vista Parkway and runs south to AD Mims Road and includes the relocation of the existing Florida
Central Railroad (FCEN) crossing. Relocation of the railroad crossing removes the current point of connection
from under pavement in the intersection of Wurst Road and Clarke Road into a grass area adjacent to Wurst
Road.
To construct any utilities under the railroad tracks, the City must first enter into a licensing agreement with
FCEN. Past agreements with FCEN have required the City to pay an annual license fee that increases each
year based on the Consumer Price Index (CPI). To avoid recurring yearly fees with escalation, staff is
requesting approval of a one-time application fee of $1,500.00 and a one-time license fee of $24,400.00. The
existing annually reoccurring licensing agreement will be terminated upon completion of the force main
relocation and the the one-time license fee will provide the City with substantial savings over the lifetime of the
agreement.
Issue:
Should the Honorable Mayor and City Commission approve the one-time license application and License
Agreement between Florida Central Railroad Company, LLC (FCEN) for the Clarke Road Force Main
Relocation Project?
Recommendations:
Staff recommends that the Honorable Mayor and City Commission approve the one-time application and
License Agreement with FCEN for the Clarke Road Force Main Relocation Project at a total cost of
$25,900.00. Staff also recommends that the City Manager be authorized to approve changes to this contract
up to the limit of his purchasing authority.
Attachments:
1. Agreement
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
Financial Impacts:
The City has adequate funding in the Capital Improvements Fund (G/L: 408-535-10-6302) under Job
#P000339 for this agreement.
Type of Item: Consent
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657845.1 1
LICENSE AGREEMENT
THIS LICENSE AGREEMENT is made and entered into as of this ___ day of
__________, 2026 by and between FLORIDA CENTRAL RAILROAD COMPANY,
LLC, a Florida corporation with an address of 3001 West Orange Avenue, Apopka, FL
32703 (“FCEN”) CITY OF OCOEE., a municipal corporation of Florida with an
address of 1 North Bluford Avenue, Ocoee, FL 34761 (the “Licensee”).
Preliminary Statement
A. Licensee, for the economical and convenient conduct of Licensee’s business,
desires to obtain from FCEN a license to use a portion of FCEN’s right of way
leased to FCEN pursuant to a lease agreement between FCEN and CSX
Transportation, Inc. (the “CSX Lease”), without establishing, claiming, or
possessing any estate or interest therein (the “License”), for the benefit of
License.
B. FCEN has the right, power, and authority to enter into this License Agreement,
pursuant to the CSX Lease.
C. Licensee desires to construct and maintain an underground force sewer main, (the
“Pipe”) within the License Area, defined below.
NOW THEREFORE, in consideration of the mutual promises contained herein the
parties agree as follows:
1. GRANT OF LICENSE
FCEN hereby grants unto Licensee, its successors and assigns a License, with
authority to enter upon, construct and maintain, pursuant to this License, the Pipe
under the FCEN’s tracks and right of way near the intersection of Clarke Rd and
A.D. Mims Rd. , in the vicinity of Railroad Mile Post AVB 834.98, DOT Crossing
914121Y Ocoee, Orange County, Florida (the “License Area”), described on
Exhibit A, adhering to AREMA standards and the recommendations, if any, of the
Intertek PSI report, which are attached hereto and incorporated herein. Original
force main construction under License agreement dated 11/1/1990 incorporated
here by reference shall be deemed cancelled and pipe shall be removed in its
entirety or grouted in place.
2. SUBJECT TO MASTER LEASE AGREEMENT
This License shall be subject to the terms and conditions of the CSX Lease, a
memorandum of which is recorded in the public records.
3. STATUS OF SUBCONTRACTORS
For purposes of this Agreement, all references to Licensee shall include Licensee, its
contractors, subcontractors, agents, officers, employees, and others acting under its or
their authority.
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4. USE
Licensee shall use the License Area for the construction, maintenance and operation
of the Pipe that are the subject of this Agreement only for the conveyance of sewer
water within main, and any other purpose or use is prohibited. Notwithstanding any
contrary provisions herein, Licensee agrees that this License shall not be used in any
way that will inhibit the use of the License Area by FCEN, its successors or assigns.
The Pipe shall be constructed, maintained and operated by Licensee in accordance
with Exhibit A.
5. CONDUCT OF WORK
All work connected with the construction, maintenance, repair, renewal, modification,
relocation, reconstruction, or removal of the said Pipe shall be undertaken within the
License Area. However, no such work shall be performed without prior written notice
to, and approval of, FCEN's General Manager. Any and all work shall be performed
in a manner satisfactory to the FCEN. All work shall be performed at times and in a
manner which shall not disturb the reasonable operation of the business of FCEN. At
the sole discretion of FCEN’s General Manager, flag protection services may be
required during construction and periods of maintenance. Licensee, in accordance
with Paragraph 14 below, shall be responsible for all costs and expenses of any
flagging service.
6. FEE
Licensee shall pay to FCEN for this License a one-time fee of Twenty-Four thousand
four hundred Dollars ($24,400.00) per occupancy, (the “Fee”) plus Fifteen Hundred
Dollars ($1,500.00) for application and document processing. Licensee shall pay the
Fee to FCEN within thirty (30) days after presentation of an invoice. Notwithstanding
any contrary provisions herein, Licensee shall not access, enter upon, or use the
License Area until FCEN receives the Fee from Licensee. In the event FCEN
terminates this License prior to the expiration of the Term, it will return a prorated
portion of the Fee to Licensee.
7. TERM
The term of this License Agreement shall run for a period of twenty (20) years
from the above date. Thereafter, this Agreement shall automatically renew for
successive five (5) year periods unless or until it is terminated as provided below.
8. TERMINATION
Notwithstanding any contrary provisions contained herein, this Agreement may be
terminated at any time by either FCEN or Licensee by giving to the other party twelve
(12) months advance written notice of its intention to so terminate. In the event of
termination, Licensee shall remove the Pipe and restore the License Area as nearly as
possible to as good order and condition as when original entry was made thereon by
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said Licensee, at its sole expense, cost, and liability. Upon failure to do so, FCEN may
at any time thereafter, remove the Pipe and repair the License Area at the sole expense,
cost, and liability of Licensee.
9. GOVERNMENT REQUIREMENTS
Installation of the Pipe pursuant to this License Agreement shall be performed in
accordance with all appropriate governmental and administrative requirements for the
use(s) for which such Pipe is to be maintained.
10. FCEN REGULATIONS
Licensee agrees that it shall observe and obey all regulations of FCEN respecting the
use of the License and the License Area.
11. NON-PERMANENT LOCATION
Licensee recognizes that it may be in the best interest of FCEN to move the Pipe to
other areas within FCEN's property, and therefore, Licensee agrees, at Licensee's cost
and expense, to move or relocate the said Pipe at the reasonable request of FCEN.
Licensee hereby agrees to effectuate and perform such move expeditiously and within
reasonable constraints of time.
12. RISK, LIABILITY, INDEMNITY
12.1 To the extent permitted by applicable law and expressly limited to the amounts
set forth in in §768.28, Fla. Stat. (2023), except Contractors on behalf of Licensee.
Licensee shall defend, indemnify and save FCEN and its officers, shareholders,
directors, affiliates, parents, employees, and agents harmless, from and against, any
and all liability, loss, claim, suit, damage, charge, or expense (including reasonable
attorney’s fees and experts) which any such party may suffer, sustain, incur or in any
way be subjected to, on account of death of, or injury to, any person and damage to or
loss of or destruction of any property, arising out of, or resulting from, or in any way
connected with, the construction, presence, existence, repair, maintenance,
replacement, operation, use, or removal of Licensee’s Pipe, the use of the License
Area pursuant hereto or any structure in connection therewith, or restoration of the
License Area to good order or condition. Other than the above limited indemnity not
to exceed the amounts set forth in §768.28 Fla. Stat. (2023), nothing in this Agreement
shall be construed as a waiver of Licensee's sovereign immunity.
12.2. Use of FCEN’s right of way involves certain risks of loss or damage as a
result of FCEN’s operations. Licensee expressly assumes all risk of loss and
damage to persons or Licensee’s property or Pipe, in, on, over or under the License
Area, including loss of or any interference with use thereof, regardless of cause,
including derailment, arising out of FCEN’s operations. For purposes of this
section, Licensee’s property shall include the contents of the Pipe as well as
property of third parties situated or placed upon FCEN’s right of way by Licensee
or by such third parties at the request of or for the benefit of Licensee.
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12.3 Without limiting the generality of other provisions herein, Licensee also
expressly assumes all risk of loss which may result from Licensee’s failure to
maintain either the Pipe or the required depth and support for the Pipe.
12.4 Without limiting the generality of other provisions contained herein,
Licensee assumes all responsibility for, and agrees to defend, indemnify and hold
FCEN and its officers, shareholders, directors, affiliates, parents, employees, and
agents harmless from (a) all claims, costs and expenses, including reasonable
attorneys’ fees as a consequence of any pollution of air, water, land and/or ground
water on or off the License Area, arising from, or in connection with, Licensee’s
use of this License Area or resulting from the leaking, bursting, spilling, or escape
of the material transmitted in or through Licensee’s Pipe; (b) any claim or liability
arising under federal or state law dealing with pollution of air, water, land, and/or
ground water arising from the circumstances referenced in (a) of this provision or
the remedy thereof; and (c) any subsidence or failure of lateral or subjacent support
of FCEN’s tracks caused by Licensee’s use of the License Area or the presence of
Licensee’s facilities.
12.5 Obligations of Licensee hereunder to defend, indemnify and hold FCEN
harmless shall also extend to companies or other legal entities that control or are
under common control with FCEN and its/their respective officers, shareholders,
directors, agents, and employees.
12.6 Nothing in this Agreement shall require Licensee to indemnify FCEN or its
other subsidiaries or affiliates or hold them harmless from damages caused
exclusively by FCEN’s own willful misconduct or gross negligence.
12.7. Licensee’s duty to defend, indemnify, and hold FCEN harmless shall survive
the expiration and/or termination of this License Agreement.
13. NOTICES
All notices on the part of Licensee to FCEN shall be given in writing to the General
Manager, FLORIDA CENTRAL RAILROAD COMPANY, LLC., 3001 West
Orange Avenue, Apopka, Florida 32703.
All notices on the part of FCEN to Licensee shall be given in writing to the City of
Ocoee, 1 N Bluford Avenue, Ocoee, Florida 34761 Attn: City Manager
All notices shall be delivered in person, or via overnight courier, or email.
14. FCEN COSTS AND EXPENSES
Licensee agrees to pay to FCEN all reasonable costs and expenses incurred by FCEN
due to FCEN’s granting of this License or due to the use, maintenance, or existence
of said License by Licensee. Such costs and expenses shall include, but are not
limited to, FCEN’s cost of providing flag protection services pursuant to Paragraph
5 above. Licensee’s cost for such flag protection services shall be the then-current
OCOE-62-205
657845.1 5
rate per day for the particular flag protection services that FCEN determines, in its
sole discretion, are required after reviewing the needs of the work site.
15. NO WARRANTIES
This License is herein granted without any warranty, express or implied, and Licensee
hereby agrees that no damages shall be recoverable from FCEN because of any
dispossession of Licensee or because of any failure of, defect in, cancellation of, or
termination of, FCEN's property interest in the License Area.
16. ASSIGNMENT
No assignment of rights or privileges hereunder by Licensee shall be valid unless the
written consent of FCEN is first obtained. FCEN will consent to an assignment by the
Licensee provided that the assignee assumes all obligations and duties of the Licensee
to the reasonable satisfaction of FCEN, and the Licensee and the assignee execute
FCEN’s usual and customary assignment and assumption agreement.
17. FUTURE PARTIES
This License shall inure to the benefit of, and be binding upon, the Parties hereto and
their respective, heirs, legal representatives, successors, and assigns.
18. REMEDIES
The remedies under this Agreement are cumulative and shall not exclude any other
remedies to which any party may be lawfully entitled. The failure or delay of any party
to insist upon the strict or timely performance of a covenant hereunder or any
obligation hereunder, shall not be a waiver of such party's right to demand strict
compliance therewith in the future.
19. CAPTIONS
All titles or captions are inserted for convenience only and they in no way shall be
construed to define, limit, or describe the scope of this Agreement or any provision
thereof.
20. SEVERABILITY
If any clause or provision of this Agreement shall be deemed to be invalid or
unenforceable under present or future laws, then, in that event it is the intention of the
Parties that the remainder of this Agreement shall not be affected thereby.
21. CHOICE OF LAW
This instrument is being delivered and is intended to be performed in the state of
Florida and shall be construed and enforced in accordance with the laws of that state.
Any aggrieved party may proceed to enforce its rights in the appropriate action at law
or in equity. Venue for all suits arising out of this instrument shall lie exclusively in
the Courts of Orange County, Florida. By execution or adoption of this agreement,
each party hereby submits itself to the in personam jurisdiction of the Courts of
Orange County, Florida.
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657845.1 6
22. INSURANCE
Licensee and its Contractors shall maintain insurance in the following amounts:
(a) General liability insurance in the amount of Two Million dollars ($2,000,000);
(b) Contractual liability in the amount of Two Million dollars ($2,000,000);
(c) Worker's compensation, statutory limits or greater;
(d) Automobile liability, One Million dollars ($1,000,000); and
(e) Railroad Protective Liability with bodily injury protection of Two Million
dollars ($2,000,000) and property damage of Two Million dollars
($2,000,000).
All such insurance shall name FCEN as an additional insured. The original of the
railroad protective liability policy shall be provided to FCEN and certificates of
insurance evidencing Licensee’s compliance with subparagraphs (a), (b), (c), (d)
and (e) above shall be forwarded to FCEN prior to any work commencing on or
within the License Area. Notwithstanding anything to the contrary, the insurance
required under subparagraph (e) shall only be required during installation of the
Pipe and whenever the Pipe will be reconstructed, updated, maintained, or
otherwise improved.
23. MODIFICATION
All modifications or waivers to this License Agreement must be in writing and
executed by both parties.
24. MERGER
This Agreement represents the final, complete, and exclusive understanding of the
Parties of the subject matter hereto.
25. LICENSEE’S AUTHORITY TO EXECUTE THIS AGREEMENT
Licensee represents and warrants that it has taken all necessary actions required in
order to enter into this License Agreement and cause it to be fully enforceable
against Licensee, and that its agent below is authorized to execute this License
Agreement.
[END OF AGREEMENT EXCEPT FOR SIGNATURE PAGE AND EXHIBIT]
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657845.1 7
IN WITNESS WHEREOF, the parties have executed this Agreement as a sealed instrument
on the day, month and year first written above.
Signed and delivered in the presence of: FLORIDA CENTRAL RAILROAD
COMPANY, LLC.
By:_______________________________ By: ________________________________
CITY OF OCOEE SIGNATURE PAGE
(Florida Central Railroad Company - Lease Agreement -
North Clark Rd Railroad Crossing)
CITY:
CITY OF OCOEE, FLORIDA
By:
Rusty Johnson, Mayor
ATTEST:
Melanie Sibbitt, City Clerk
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA;
APPROVED AS TO FORM AND
LEGALITY this ____ day of
_________________, 20____.
FISHBACK DOMINICK
By: __________________________
Richard Geller, City Attorney
APPROVED BY THE CITY OF OCOEE
COMMISSION AT A MEETING HELD
ON ______________, 2025, UNDER
AGENA ITEM NO. ____
8 657845.1
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657845.1 9
EXHIBIT A
LICENSEE’S 2025 APPLICATION FOR PIPE CROSSING AND INTERTEK PSI
GEOGECHNICAL REPORT
(14 pages below)
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COMMISSIONER DISTRICT 1:SCOTT R. KENNEDY
MAYOR:
COMMISSIONER DISTRICT 2:
COMMISSIONER DISTRICT 3:
CITY OFFICIALS:
RUSTY JOHNSON
ROSEMARY WILSEN
CITY MANAGER:
GEORGE OLIVER III
RICHARD FIRSTNER
COMMISSIONER DISTRICT 4:
CRAIG SHADRIX
INDEX OF SHEETS:
C-1 COVER SHEET
C-2 GENERAL NOTES
C-3
PLAN AND PROFILEC-4
PLAN
C-6 PROFILE
C-7 PLAN AND PROFILE
C-5
C-8
City of Ocoee
Clarke Road Force Main
Relocation
OCTOBER 2025
ASSISTANT CITY MANAGER:MICHAEL RUMER
UTILITIES DIRECTOR:JENNIFER BOLLING, P.E.
VICINITY MAP
N.T.S.
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PROJECT
LOCATION
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
www.cphcorp.com
Building BetterCommunities Together
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Cover .dwg August 11, 2025
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Sheet No.C-1ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
C-9 DETAILS
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EXISTING
LIFT STATION
No. 32
C-10 STANDARD DETAILS
RAILROAD CROSSING
OWNER:
CITY OF OCOEE
1 N. BLUFORD AVE. OCOEE, FL 34761
PH. 407.905.3100
CONTACT:
CITY OF OCOEE UTILITIES DEPARTMENT
1800 A. D. MIMS RD. OCOEE, FL 34761
PH. 407.905.3159
KEY SHEET
C-11 STANDARD DETAILS
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 General Notes.dwg Oct 15, 2025 - 4:51pm zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
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1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
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GENERAL NOTES C-2
GENERAL PROVISIONS
1.THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS.
2.ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS
RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND
SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT
ARE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR
TO AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.
3.UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR
BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
IMMEDIATELY.
4.CONTRACTOR SHALL PROVIDE A PRECONSTRUCTION VIDEO DOCUMENTING THE EXISTING CONDITIONS FROM RIGHT-OF-WAY TO RIGHT-OF-WAY ALONG PROJECT LIMITS. CONTRACTOR SHALL HAVE PROJECT
SURVEYED AND STATION NUMBERS STAKES AND/OR PINS IN ASPHALT PRIOR TO PROVIDING A PRECONSTRUCTION VIDEO.
5.THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS TO THE ENGINEER AND CITY OF OCOEE UTILITIES ENGINEERING FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED
FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE
CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE
CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S AND CITY'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND CITY OF OCOEE UTILITIES ENGINEERING DEPARTMENT, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
6.PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND
SURVEYOR AND REPLACED, AS NECESSARY, BY SAME.
7.THE CONTRACTOR SHALL COORDINATE QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY
TESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING
INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING.
8.IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY
PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER
AND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL.
9.TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. ALL TESTING
SHALL BE SCHEDULED AND PERFORMED IN THE PRESENCE OF A CITY INSPECTOR. ANY TESTING NOT WITNESSED BY A CITY INSPECTOR SHALL BE RETESTED.
10.THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN
PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL
BY THE OWNER.
11.CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A
SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS
HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION.
12. ALL SODDING, SIDEWALK, AND ROADWAY RESTORATIONS SHALL BE COMPLETED 10 WORKING DAYS PRIOR TO FINAL WALKTHROUGH INSPECTION.
13. CONTRACTOR SHALL KEEP A COPY OF THE STAMPED APPROVED CONSTRUCTION PLANS ONSITE AT ALL TIME.
UTILITY GENERAL NOTES
1.THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.
2.THE LOCATIONS OF ALL EXISTING UTILITIES 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 THEIR ACCURACY. PRIOR TO THE 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 RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN
UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED
CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.
3.A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2)
AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR
SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. PER FLORIDA STATUTE 553.851,
THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION.
4.THE FOLLOWING UTILITIES MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:
CITY OF OCOEE
DUKE ENERGY
AMERICAN TRAFFIC SOLUTIONS
CHARTER
LAKE APOPKA NATURAL GAS
CENTURYLINK
FCEN RAILROAD
5.THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.
6.THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR
SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING
WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE
ENGINEER.
8.TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR
MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO THE ENGINEER FOR APPROVAL AND USES MATERIALS AS
DESIGNATED IN THE SPECIFICATIONS.
9.FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR
CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE
FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED
PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO
ADDITIONAL COST TO THE OWNER.
10.THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES
REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF
PROPOSED TESTING. THE CONTRACTOR SHALL COMPLETE PRELIMINARY TESTING PRIOR TO SCHEDULING THE OFFICIAL PRESSURE TEST. THE CONTRACTOR SHALL NOTIFY THE CITY UTILITIES INSPECTOR
IN WRITING 48 HOURS IN ADVANCE OF PROPOSED TESTING.
11.THE CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS, APPROVED MATERIALS LIST, AND DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP
SHALL BE FOLLOWED FOR ALL PUBLIC UTILITIES.
12.ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL, MATERIALS LIST, AND
DETAILS. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION. FINAL PLAN APPROVAL DOES NOT PROVIDE
EXEMPTION FROM THESE REQUIREMENTS.
13.CONTRACTOR SHALL DRILL AIR HOLES TO AVOID FRACKING DURING THE DIRECTIONAL DRILLING OPERATIONS.
AS-BUILT DRAWING REQUIREMENTS
1.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR,
SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY.
2.AS BUILT NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARD MANUAL IN THE FOLLOWING FORMATS:
·ONE PDF COPY.
·ONE CAD COPY DRAWN IN STATE PLANE COORDINATES.
3.AS-BUILTS SHALL INCLUDE HDPE JOINT SEAMS
SITE PREPARATION
1.UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES AS INDICATED ON THE DRAWINGS. ANY REPAIR OR
RECONSTRUCTION OF DAMAGED AREAS SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA
COMPENSATION SHALL BE PROVIDED.
2.STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL
DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER
BEFORE COMMENCING WORK.
3.PROTECT ALL TREES AND SHRUBS, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS.
4.TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR
STOCKPILES WITHIN BRANCH SPREAD
5.AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES
OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER.
6.CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK.
7.EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES.
8.GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL
SURFACE LEVEL OF THE GROUND.
9.ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.
EXCAVATION, TRENCHING, AND FILL
1.THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION
METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.
2.ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS.
3.POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE SLOPES, OR THE POND VOLUME IS NOT WITHIN
THREE (3) PERCENT OF THE DESIGN VOLUME, THE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST TO THE OWNER.
4.FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM 2 TESTS EACH LAYER; B) ONE TEST FOR EACH 100
SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE
TRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS.
5.IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE.
A.ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-2-4, A-2-6; ASTM D2487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE
INVESTIGATION REPORTS. NO MORE THAN 12% OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE.
B.UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7, A-4, A-5, A-6, A-7, A-8; ASTM D2487 CLASSIFICATION GC, SC, ML, MH, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE
SOIL AND SUBSURFACE INVESTIGATION REPORTS.
6.PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS.
7.SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY
PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY.
8.FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS
PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER
LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED.
9.SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF EXCAVATION NEAR OTHERS STRUCTURES, CURBING, ROADWAY, AND EXCAVATIONS OVER 20 FEET DEEP SHALL BE DESIGNED BY A
PROFESSIONAL ENGINEER LICENSED BY THE STATE OF FLORIDA.
10.ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED
WITHIN THE PROJECT GEOTECHNICAL REPORT.
11.EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WITHIN
UNSUITABLE SOILS, AND REPLACE OVER EXCAVATED MATERIAL WITH SUITABLE SOILS.
12.EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRADE.
13.TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE.
14.ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS,
OR SLABS, PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH.
15.MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO T180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS, FOUNDATIONS = 98 PERCENT; BACKFILL
AND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS = 95 PERCENT; BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT = 95 PERCENT; BACKFILL AND FILL PLACED
IN ALL OTHER AREAS = 90 PERCENT.
UTILITY SEPARATION REQUIREMENTS
1.THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS SHALL BE FOLLOWED FOR ALL PUBLIC UTILITIES.
2.THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE
TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWER
AND RECLAIMED WATER MAIN.
B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUM
HORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER
MAIN IS AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.
C. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS,
DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT
FACILITIES.
3.THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH
THE FOLLOWING:
A. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATER
MAIN IS AT LEAST EIGHTEEN INCHES ABOVE THE OUTSIDE OF THE SEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER,
VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12
INCHES BELOW THE OUTSIDE OF THE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE
SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY SEWER JOINTS.
B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAIN
CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 18 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED
WATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE
FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS.
4. WHERE SEPARATION IN ACCORDANCE WITH CITY OF OCOEE DETAIL UT013 CAN NOT BE MET, A LESSER SEPARATION IN ACCORDANCE WITH 62.555.314 MAY BE ALLOWED. EOR SHALL REQUEST AN EXEMPTION
TO THE CITY'S SEPARATION REQUIREMENTS IN WRITING.
EROSION AND SEDIMENT CONTROLS
1.AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FORAPPROVAL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXECUTE ALL MEASURES
NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION
THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS
SPECIFICATION.
A)STOCKPILING MATERIAL
NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION
FACILITY.
B)EXPOSED AREA LIMITATION
THE SURFACE AREA OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION
WILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS.
C)INLET PROTECTION
INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORM WATER RUNOFF UNTIL THE COMPLETION OF THE ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT
TO THE INLET.
D)TEMPORARY SEEDING
AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL BE SEEDED WITH A QUICK
GROWING GRASS SPECIES WHICH WILL PROVIDE AND EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE
WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE.
E)TEMPORARY SEEDING AND MULCHING
SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE MEASURE, OF MULCH
MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES.
F)TEMPORARY GRASSING
THAT SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
G)TEMPORARY RE-GRASSING
IF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED TO ESTABLISH THE
DESIRED VEGETATION COVER.
H)MAINTENANCE
ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY
WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT.
2.TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985.
3.THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE EPA NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) REGULATIONS
PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST ALSO PREPARE AND SUBMIT A NOTICE OF INTENT (NOI) FORM TO FDEP 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.
4.UNDER PROVISIONS OF THE CLEAN WATER ACT. OPERATOR(S) OF CONSTRUCTION SITES, PURSUANT TO CONDITIONS OF THE NPDES PERMIT, MUST SUBMIT A NOI TO OBTAIN COVERAGE UNDER THE NPDES
STORM WATER CONSTRUCTION GENERAL PERMIT.
5.NOI'S MUST BE SENT TO THE FOLLOWING ADDRESS:
NPDES STORMWATER PROGRAM
2600 BLAIR STONE ROAD
MAIL STATION 2500
TALLAHASSEE, FL. 32399
PHONE: (850) 245-7522
UPON SUBMITTAL TO FDEP IN TALAHASSEE, THE CONTRACTOR SHALL ALSO SUBMIT A COPY TO THE CITY ENGINEER.
TRAFFIC CONTROL
1.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY TRAFFIC CONTROL PLAN (TTCP) PRIOR TO
CONSTRUCTION. THE TTCP (ALSO CALLED A MAINTENANCE OF TRAFFIC (MOT) PLAN) SHALL SHOW ALL PROPOSED
TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED
CONSTRUCTION SEQUENCING. THE TTCP PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE APPROVED
BY THE CITY AND THE ENGINEER. ROADWAY LANE CLOSURES AND TEMPORARY DRIVEWAY CLOSURES SHALL BE
RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 3:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED
TTCP PLAN. DRIVEWAY CLOSURES FOR THE PURPOSES OF DIRECTIONAL DRILL CONSTRUCTION SHALL NOT EXCEED
TWENTY-FOUR (24) HOURS DURATION.
2.ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD
CONSTRUCTION, INDEX NO.102-600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC
CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.
3.INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF
LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION.
4.CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. PROVIDE A MINIMUM SEVENTY-TWO (72) HOURS
ADVANCE NOTICE TO THE PROPERTY OWNERS AND THE CITY OF ALL PROPOSED TEMPORARY DRIVEWAY CLOSURES.
MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION.
5.WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.
6.ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS.
7.THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING
IN THE IMMEDIATE VICINITY.
8.WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS AND IS WITHIN 15-FT OF ACTIVE ROAD TRAVEL WAY BUT
NO CLOSER THAN 2-FT FROM THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN
ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-602. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS
BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING
DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-603.
9.TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD
WHEREVER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS
UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE.
10.WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE MITIGATED IN ACCORDANCE WITH FDOT
INDEX 102-600. REFER TO FDOT INDEX NO. 102-600 FOR THE DEFINITION OF A DROP-OFF.
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S
BFM
BFMBFMBFMBFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
B
F
M
152+00
153+0
0
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
176+00
177+00
178+00
179+00
180+00
181+00
182+00
183+00
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW BRW BRW BRW BRW BRW
BFM
BFM
BFM
BFM
BFM
BFM
BFM
B
F
M
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Key Sheet.dwg Oct 22, 2025 - 4:26pm zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
KEY SHEET C-3
SHEET C-4 SHEET C-5
SHEET C-7
A
.
D
.
M
I
M
S
R
D
.
N
CLARKE RD.
EXISTING
LIFT STATION No. 32
PLAN SHEET No.ID NUMBER
1
CONFLICT CROSSING TABLE
BOTTOM OF EXISTING
PIPE ELEVATION
2
3 C-5
4 C-5
5 C-7
6
84.95 (RWM)
81.76 (SAN)
89.0 (WM)
91.20 (RWM)
119.60 (SAN)
C-4
C-4
CONFLICT
ID NUMBER #1
(SEE SHEET C-3)
CONFLICT
ID NUMBER #2
(SEE SHEET C-3)
CONFLICT
ID NUMBER #3
(SEE SHEET C-3)
CONFLICT
ID NUMBER #4
(SEE SHEET C-3)
CONFLICT
ID NUMBER #5
(SEE SHEET C-3)
CONFLICT
ID NUMBER #6
(SEE SHEET C-3)
TOP OF NEW FORCE
PIPE ELEVATION SEPARATION
78.80 6.15'
78.80 2.96'
82.70 6.3'
87.00 4.20'
116.68 2.92'
C-7 127.00 (WM)121.57 5.43'
OC
O
E
E
VI
S
T
A
P
K
W
Y
PROPOSED
10" DR 11 HDPE FORCE MAIN
PROPOSED
8" PVC FORCE MAIN
WM EXISTING BURIED WATER
LEGEND
PROPOSED FORCE MAIN
BTV EXISTING BURIED TV
BRW EXISTING BURIED RECLAIMED WATER
SAN EXISTING GRAVITY SANITARY SEWER
BFO EXISTING BURIED FIBER OPTIC
BFM EXISTING BURIED FORCE MAIN
TO BE ABANDON IN PLACE
BFM
BRW
BW
SAN
BTV
BE EXISTING BURIED ELECTRICBE
PROPOSED DIRECTIONAL FORCE MAIN
EXISTING FORCE MAIN FM
BFO
EXISTING BURIED TELECOMM
FM
RIGHT OF WAY
BT
BE EXISTING BURIED TRAFFIC ELECTRICALBTE
EXISTING WATER VALVE
EXISTING BACK FLOW PREVENTER
EXISTING FIRE HYDRANT
7 C-5 87.21 (SAN)83.76 3.45'
CONFLICT
ID NUMBER #7
(SEE SHEET C-5)
30 Scale
73
75
78
81
84
87
90
93
96
99
73
75
78
81
84
87
90
93
96
99
161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
O
H
W
O
H
W
O
H
W
OH
W
OH
W
OH
W
OH
W
OH
W
B
T
V
BTV
BT
V
BT
V
BT
V
BT
V
BT
V
B
F
O
BFO
BF
O
BF
O
BF
O
BF
O
BF
O
B
T
BT
BT
BT
BT
BT
BT
BT
B
E
BT BT
BT
BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW
BT
BT
BT
BT
BT
BT
B
T
B
W
B
W
BW
B
W
B
W
BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW
BWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBW
BW
BW
BW
BW
BW
BW
BW
BW
BW
12" PW
12" PW
12" BW
S
16" BRW
BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM
B
T
V
BTV
BT
V
BT
V
BT
V
BT
V
BT
V
B
F
O
BFO
BF
O
BF
O
BF
O
BF
O
BF
O
B
T
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
B
T
B
T
V
BTV
BT
V
BT
V
BT
V
BT
V
BT
V
B
F
O
BFO
BF
O
BF
O
BF
O
BF
O
BF
O
B
T
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
B
T
8" BFM
S
BFM
BFM
BFM
BFMBFMBFMBFMBFMBFMBFM
BFM
BFM
BFM
BFM
BFM
BFM
161+00
162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00
BRW
BRW
BRW
BRW
BRW BRW BRW BRW BRW BRW BRW BRW
BRW
B
R
W
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Plan and Profiles.dwg Oct 22, 2025 - 4:50pm zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
PLAN AND PROFILE
STA.161+00 TO STA. 169+00 C-4
N
0
Graphic Scale in Feet
30 30 60
N. CLARKE ROAD
M
A
T
C
H
L
I
N
E
S
T
A
.
1
6
1
+
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
9
+
0
0
INSTALL ± 595 L.F. OF 10" DR 11 HDPE
FORCE MAIN VIA DIRECTIONAL BORE
RIGHT OF WAY
RIGHT OF WAY
EXISTING GRADE
INSTALL 10" DR 11 HDPE FORCE MAIN
DIRECTIONAL BORE
GROUT FILL AND ABANDON IN PLACE
± 461 L.F. OF 8" FORCE MAIN
SEE DETAIL A,
ON SHEET C-9
SEE DETAIL B,
ON SHEET C-9
EXISTING 8" SAN. SEWER
EXISTING 8" SAN. SEWER
EXISTING 16" RWM
EXISTING 8" FM
EXISTING 12" WM
EXISTING 8" FORCE MAIN
(SEE NORTH CLARKE ROAD
WIDENING PLANS FOR DETAILS)
MAINTAIN 3' MIN. HORIZONTAL
SEPARATION FROM BRWM
NOTES:
1.CONTRACTOR TO COORDINATE WITH THE CITY
ON LOCATION OF LAYDOWN YARD FOR HDPE PIPE.
2.CONTRACTOR TO PROVIDED SIGNED AND SEALED
DRILLING PLAN PRIOR TO CONSTRUCTION.
3.CONTRACTOR TO COORDINATE WITH THE CITY ON
BYPASSING LIFT STATION No. 32 DURING THE
PROPOSED CONNECTION USING PUMP TRUCKS.
THE BYPASS SHALL BE PERFORMED BY GODWIN
PUMPS (CONTACT: CHRIS DOVER, 386-234-0753,
chris.dover@xylem.com)
4.CONTRACTOR SHALL COORDINATE WITH CITY TO
REPLACE SIDEWALK PANELS WITH UNEVEN
SURFACES/ CRACKS WITHIN THE PROJECT AREA
CONFLICT
ID NUMBER # 1
(SEE SHEET C-3)
INSTALL 8" PLUG VALVE
STA. 163+08 (52' RT.)
INSTALL 8" 45° BEND
10' x 50' DIRECTIONAL
DRILL PIT
INSTALL (2) 8" 45° BENDS
10" 11.25° BEND
FUSED END
MECHANICAL JOINT
INSTALL 10" x 8" REDUCER
CONNECT TO 8" FORCE
MAIN WITH 45° BEND
INSTALL ± 14 L.F. OF
8" PVC FORCE MAIN
GROUT FILL AND ABANDON IN PLACE
± 160 L.F. OF 8" FORCE MAIN
STA. 163+05 (58' RT.)
INSTALL 8" 45° BEND
STA. 163+35 (57' RT.)
INSTALL 10" FUSED END
MECHANICAL JOINT
STA. 163+31 (57' RT.)
INSTALL 10" x 8" REDUCER
STA. 163+26 (57' RT.)
INSTALL 8" PLUG VALVE
REMOVE AND REPLACE
±57 S.Y. OF SIDEWALK
CONFLICT
ID NUMBER # 2
(SEE SHEET C-3)
8'
M
I
N
.
EXISTING FORCE MAIN
(PREVIOUSLY GROUTED
AND ABANDONED BY
OTHERS)
EXISTING BURIED WATER
LEGEND
PROPOSED FORCE MAIN
EXISTING BURIED TV
EXISTING BURIED RECLAIMED WATER
EXISTING GRAVITY SANITARY SEWER
EXISTING BURIED FIBER OPTIC
EXISTING BURIED FORCE MAIN
TO BE ABANDON IN PLACE
BFM
BRW
BW
SAN
BTV
EXISTING BURIED ELECTRICBE
PROPOSED DIRECTIONAL FORCE MAIN
EXISTING FORCE MAIN
BFO
EXISTING BURIED TELECOMM
FM
RIGHT OF WAY
BT
EXISTING BURIED TRAFFIC ELECTRICALBTE
EXISTING WATER VALVE
EXISTING BACK FLOW PREVENTER
EXISTING FIRE HYDRANT
11° DRILL RIG ANGLE
REPLACE ±22 SY OF
ASPHALT ROADWAY AND
±25 LF OF CURB AS
NECESSARY TO INSTALL
FORCE MAIN
8" PVC
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW OHW OHW OHW OHW OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW OHW OHW
OHW
OHW
OHW
O
H
W
O
H
W
O
H
W
V
V OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
R
R
R
R
B
E
BE
B
E
B
E
BE
BE BE BE BE
BE
B
E
BE
BE
BE
B
E
B
E
B
E
B
E
BE BE BE BE BE BE
B
E
B
E
B
E
B
E
BE
BE
B
E
B
E
B
E
B
E
B
E
B
E
B
E
B
E
BT BT BT BT BT
BT
BT
BT
BT
B
T
BTV
BT
V
BT
V
BT
V
BT
V
BT
V
BT
V
B
T
V
B
T
V
BE
BE
B
E
B
E
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BRW BRW BRW BRW BRW BRW BRW BRW BRW BRW
B
R
W
B
R
W
B
R
W
B
R
W
B
R
W
B
R
W
BR
W
B
R
W
BRW BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRW
BRWBRWBRWBRWBRWBRW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BR
W
BR
W
BR
W
BR
W
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBW
16" BR
M
16" BRM
16" BRM
16" BRM
12 BW
12 BW
12" BW
S
S
BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM
BFM
BFM
BFM BFM BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BFM
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BTBTBTBTBTBTBTBTBTBT
B
T
BTBTBTBTBTBTBTBTBT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BTBTBTBTBTBTBTBTBTBT
B
T
BTBTBTBTBTBTBTBTBT
S
S
169+00 170+00 171+00 172+00
173+00
174+00
175+00
176+00
177+00
BFM
BFM
BFM
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Plan and Profiles.dwg Oct 22, 2025 - 4:47pm zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
PLAN
STA.169+00 TO STA.177+00 C-5
0
Graphic Scale in Feet
30 30 60
N
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
9
+
0
0
M
A
T
C
H
L
I
N
E
S
T
A
.
1
7
7
+
0
0
N. CLARKE RO
A
D
O
C
O
E
E
V
I
S
T
A
P
A
R
K
W
A
Y
M
A
R
S
H
P
A
L
M
P
A
R
K
W
A
Y
RIGHT OF WAY
RIGHT OF WAY
GROUT AND ABANDONED IN PLACE
±807 L.F. OF 8" FORCE MAIN
SEE DETAIL C,
ON SHEET C-9
SEE DETAIL D,
ON SHEET C-9
SEE DETAIL E,
ON SHEET C-9
CONFLICT
ID NUMBER #3
SEE SHEET C-3)
CONFLICT
ID NUMBER #4
(SEE SHEET C-3)
CONFLICT
ID NUMBER #7
(SEE SHEET C-3)
INSTALL ±867 L.F. OF 10" DR 11 HDPE
FORCE MAIN VIA DIRECTIONAL BORE
GROUT AND ABANDONED IN PLACE
±807 L.F. OF 8" FORCE MAIN
NOTES:
1.CONTRACTOR TO COORDINATE WITH THE CITY
ON LOCATION OF LAYDOWN YARD FOR HDPE PIPE.
2.CONTRACTOR TO PROVIDED SIGNED AND SEALED
DRILLING PLAN PRIOR TO CONSTRUCTION.
3.CONTRACTOR TO COORDINATE WITH THE CITY ON
BYPASSING LIFT STATION No. 32 DURING THE
PROPOSED CONNECTION USING PUMP TRUCKS.
THE BYPASS SHALL BE PERFORMED BY GODWIN
PUMPS (CONTACT: CHRIS DOVER, 386-234-0753,
chris.dover@xylem.com)
4.CONTRACTOR SHALL COORDINATE WITH CITY TO
REPLACE SIDEWALK PANELS WITH UNEVEN
SURFACES/ CRACKS WITHIN THE PROJECT AREA
EXISTING BURIED WATER
LEGEND
PROPOSED FORCE MAIN
EXISTING BURIED TV
EXISTING BURIED RECLAIMED WATER
EXISTING GRAVITY SANITARY SEWER
EXISTING BURIED FIBER OPTIC
EXISTING BURIED FORCE MAIN
TO BE ABANDON IN PLACE
BFM
BRW
BW
SAN
BTV
EXISTING BURIED ELECTRICBE
PROPOSED DIRECTIONAL FORCE MAIN
EXISTING FORCE MAIN
BFO
EXISTING BURIED TELECOMM
FM
RIGHT OF WAY
BT
EXISTING BURIED TRAFFIC ELECTRICALBTE
EXISTING WATER VALVE
EXISTING BACK FLOW PREVENTER
EXISTING FIRE HYDRANT
30 Scale
73
75
78
81
84
87
90
93
96
99
102
105
108
111
114
117
120
123
126
129
73
75
78
81
84
87
90
93
96
99
102
105
108
111
114
117
120
123
126
129
169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Plan and Profiles.dwg Oct 22, 2025 - 4:47pm zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
PROFILE
STA.169+00 TO STA.177+00 C-6
EXISTING GRADE
INSTALL 10" DR 11 HDPE FORCE MAIN
DIRECTIONAL BORE
EXISTING 16" RWM
SCALE: 1" = 30' HOR.
1" = 3' VERT.
EXIS
T
I
N
G
8
"
S
A
N
.
S
E
W
E
R
EXISTING
8" WATER
EXISTING
16" x 8" TEE
EXISTING
16" x 8" TEE
8
'
M
I
N
.
EXISTING 8" FM
OHW OHW OHW OHW OHW OHW OHW OHW OHW
OH
W
OH
W
OH
W
OH
W
OHWOHW
V
TS
B
TS
B
TS
B
OH
W
OH
W
OH
W
OH
W
OHW
OHW
OHW OHW OHW OHW OHW OHW OHW OHW OHW
R
R
R
R
SITE B
E
N
C
H
M
A
R
K
#
4
1/2" IR
O
N
R
O
D
/
C
A
P
,
"LB67
2
3
"
ELEVA
T
I
O
N
=
1
3
2
.
3
6
'
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BFO BFO BFO BFO BFO BFO BFO BFO BFO
BF
O
BF
O
BTV
BTV
BTV
BF
O
BF
O
BFO
BFOBFOBFO
BFOBFOBFO
B
F
OBFO
CONDCONDCONDCONDCONDCONDCONDCONDCOND
CONDCONDCONDCOND
BFMBFMBFMBFMBFM
BFM
BFMBFMBFM
BF
M
BF
M
BF
M
BEBEBEBEBEBEBE
BE
BEBEBE
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BTE
BTE
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
B
T
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BTE
BTE
BTE
B
T
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
B
T
E
B
T
E
BT
E
BTE
BTE
BT
E
BT
E
BTEBTE
B
T
E
BTE
BGBGBG
B
G
B
G
BRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRWBRW
BR
W
BR
W
BR
W
BR
W
BR
W
BR
W
BR
W
BR
W
BRW
BFO BFO BFO BFO BFO BFO BFO BFO BFO
BF
O
BF
O
BT
V
BT
V
BTVBTVBTVBTVBTVBTVBTVBTVBTV
BT
E
BT
E
BT
E
BT
E
BTE
BTE
BTE
BT
E
B
T
E
B
T
E
B
T
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BTE
BT
E
BT
E
BT
E
BF
O
BF
O
BF
O
B
F
O
BFO BFO
B
F
O
BF
O
BF
O
BF
O
BF
O
BF
O
BFO
BWBWBW
BW
BW
BWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
B
W
B
W
BW BW BW
BTE
BTE BTE
S
16"
B
R
M
16" BRM
16" BRM16" BRM
8"
S
A
N
12" BW
12" BRW
16
"
B
W
20
"
B
F
W
16
"
R
C
M
16" BRW
12" BW
BTBT
BT
BTBTBTBTBTBT
BT
BTBT
BT
BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
BTBT
BT
BTBTBTBTBTBT
BT
BTBT
BT
BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
177+00 178+00 179+00 180+00
181+00
182+00
BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM
B
F
M
B
F
M
30 Scale
108
111
114
117
120
123
126
129
132
135
108
111
114
117
120
123
126
129
132
135
177+00 178+00 179+00 180+00 181+00 182+00 182+50
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Plan and Profiles.dwg Oct 22, 2025 - 4:47pm zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
PLAN AND PROFILE
STA.177+00 TO STA.182+50 C-7
0
Graphic Scale in Feet
30 30 60
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
7
+
0
0
N
RIGHT OF WAY
CLARKE ROAD
A.
D
.
M
I
M
S
RO
A
D
STA. 179+50 (51' RT.)
INSTALL 10" FUSED END
MECHANICAL JOINT
STA. 180+43 (57' RT.)
INSTALL 8" 45° BEND
10' UTILITY EASEMENT
STA. 181+10 (99' RT.)
INSTALL 20" x 8" TAPPING SLEEVE & VALVE
JACK AND BORE ± 41 L.F. OF 20" STEEL CASING
(0.5" WALL THICKNESS) WITH ± 55 L.F. OF 8" RESTRAINED PVC FM
CARRIER PIPE
APPROXIMATE
LOCATION OF
40' x 15' JACKING PIT
JACK AND BORE
RECEIVING PIT 10' x 15'
INSTALL
279L.F. OF 10" DR 11 HDPE FORCE MAIN
VIA DIRECTIONAL BORE
INSTALL ± 211 L.F. OF
8" PVC FORCE MAIN
EXISTING GRADE
INSTALL 8" PLUG VALVE
INSTALL 20" x 8" TAPPING SLEEVE & VALVE
INSTALL (2) 8" 45° BENDS
JACK AND BORE ± 41 L.F. OF 20" STEEL CASING
(0.5" WALL THICKNESS) WITH ± 55 L.F. OF 8" RESTRAINED PVC FM
CARRIER PIPE
60' RAILROAD RIGHT OF WAY
INSTALL 10" DR 11 HDPE FORCE MAIN
DIRECTIONAL BORE
10" 11.25° BENDS
FUSED END
MECHANICAL JOINT
INSTALL 8" PLUG VALVE
60' RAILROAD RIGHT OF WAY
INSTALL 10" x 8" REDUCER
STA. 179+60 (52' RT.)
INSTALL 8" PLUG VALVE
STA. 179+54 (52' RT.)
INSTALL 10" x 8" REDUCER
INSTALL 8" PVC FORCE MAIN
EXISTING 8"
WATER MAIN
6.
9
'
STA. 181+00 (99' RT.)
INSTALL 8" PLUG VALVE
CONFLICT
ID NUMBER #5
(SEE SHEET C-3)
CONFLICT
ID NUMBER #6
(SEE SHEET C-3)
REMOVE AND REPLACE
±111 S.Y. OF SIDEWALK
10' x 50' DIRECTIONAL
DRILL PIT
STA. 180+35 (50' RT.)
INSTALL 8" 45° BEND
SEE SHEET C-8A
FOR DETAILS
EXISTIN
G
8
"
S
A
N
.
S
E
W
E
R
APPROXIMATE ELEVATION
EXISTING LOCATION
OF FCEN ROAD RAIL
JA
C
K
&
B
O
R
E
D
E
P
T
H
GROUT AND ABANDONED IN PLACE
±410 L.F. OF 8" FORCE MAIN
EXISTING 8" FM
NOTES:
1.CONTRACTOR TO COORDINATE WITH THE CITY
ON LOCATION OF LAYDOWN YARD FOR HDPE PIPE.
2.CONTRACTOR TO PROVIDED SIGNED AND SEALED
DRILLING PLAN PRIOR TO CONSTRUCTION.
3.CONTRACTOR TO COORDINATE WITH THE CITY ON
BYPASSING LIFT STATION No. 32 DURING THE
PROPOSED CONNECTION USING PUMP TRUCKS.
4.CONTRACTOR SHALL COORDINATE WITH CITY TO
REPLACE SIDEWALK PANELS WITH UNEVEN
SURFACES/ CRACKS WITHIN THE PROJECT AREA
5.SEE DETAIL FOR CITY STANDARD AIR RELEASE
VAULT.
6.CONTRACTOR TO PROVIDE TEMPORARY BYPASS
(APPROVED BY THE CITY) AS NECESSARY TO
INSTALL FORCE MAIN BETWEEN STA 179+50 AND
STA 180+50.
7.CONTRACTOR TO INSTALL 48" ROOT BARRIER FOR
LOCATION WHERE EXISTING LANDSCAPE IS CLOSE
TO THE PROPOSED FORCE MAIN.
8.CONTRACTOR TO CLEAR AND GRUB EASEMENT
AREA AS NECESSARY TO INSTALL FORCE MAIN.
20' x 25' TEMPORARY
CONSTRUCTION
EASEMENT
STA. 180+41 (76' RT.)
INSTALL 2" AIR RELEASE VALVE
11° DRILL RIG ANGLE
EXISTING ARV
VAULT (TO BE
ABANDONED)
EXISTING BURIED WATER
LEGEND
PROPOSED FORCE MAIN
EXISTING BURIED TV
EXISTING BURIED RECLAIMED WATER
EXISTING GRAVITY SANITARY SEWER
EXISTING BURIED FIBER OPTIC
EXISTING BURIED FORCE MAIN
TO BE ABANDON IN PLACE
BFM
BRW
BW
SAN
BTV
EXISTING BURIED ELECTRICBE
PROPOSED DIRECTIONAL FORCE MAIN
EXISTING FORCE MAIN
BFO
EXISTING BURIED TELECOMM
FM
RIGHT OF WAY
BT
EXISTING BURIED TRAFFIC ELECTRICALBTE
EXISTING WATER VALVE
EXISTING BACK FLOW PREVENTER
EXISTING FIRE HYDRANT
OHW
OH
W
OH
W
OH
W
OH
W
OH
W
OHWOHWOHWOHWOHWOHW
OH
W
OH
W
OH
W
OH
W
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BFO
BFOBFOBFOBFOBFOBFOBFO
BFO
BFO
BFO
BFOBFOBFOBFOBFOBFO
B
F
O
B
F
O
B
F
O
BFOBFOBFOBFO
CONDCONDCONDCONDCONDCONDCONDCONDCONDCOND
COND
COND
CONDCONDCONDCONDCONDCONDCONDCONDCONDCONDCONDCOND
BFM
BFM
BFM
BFMBFMBFMBFMBFMBFMBFM
BFM
BF
M
BF
M
BF
M
BEBEBEBEBEBEBEBEBEBEBEBEBE
BE
BE
BE
BE
BE
BEBEBEBEBEBEBEBEBE
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BTE
BTE
BTE
BTE
BTE
BTE
B
T
E
BT
E
BT
E
BT
E
BT
E
BG
BG
BG
BG
BT
E
B
T
E
BT
E
BT
E
BT
E
BT
E
BTE
BTE
BTE
BTE
BTE
BTE
BTE
B
T
E
BT
E
BTE
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BR
W
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTV
BTV
BTVBTVBTVBTVBTVBTV
BT
E
BT
E
BT
E
BT
E
BT
E
BT
E
BTE BTE BTE
BTE
BTE
BTE
BTE
BTE
BTE
BT
E
BTE
BTE
16
"
B
W
BTBTBTBTBTBTBTBTBTBT
BT
BT
BT
BT
BTBTBTBTBT
BT
BT
BT
BT
BTBTBTBTBTBTBTBT
BTBTBTBTBTBTBTBTBTBT
BT
BT
BT
BT
BTBTBTBTBT
BT
BT
BT
BT
BTBTBTBTBTBTBTBT
BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM BFM
B
F
M
B
F
M
B
F
M
B
F
M
B
F
M
B
F
M
B
F
M
30 Scale
108
111
114
117
120
123
126
129
132
135
180+00 181+00 182+00 182+50
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Plan and Profiles.dwg Oct 16, 2025 - 9:40am zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
RAILROAD CROSSING C-8
0
Graphic Scale in Feet
10 10 20
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
8
+
0
0
N
EXISTING GRADE
INSTALL 8" PLUG VALVE
INSTALL 20" x 8" TAPPING SLEEVE & VALVE
INSTALL (2) 8" 45° BENDS
60' RAILROAD RIGHT OF WAY
CUT AND CAPPED
BOTH ENDS OF EXISTING
ABANDON FORCE MAIN
CLARKE ROAD
A.
D
.
M
I
M
S
RO
A
D
STA. 180+43 (96' RT.)
INSTALL 8" 45° BEND
APPROXIMATE
LOCATION OF
15' x 40' JACKING PIT
JACK AND BORE
RECEIVING PIT 10' x 15'
STA. 181+10 (99' RT.)
INSTALL 20" x 8" TAPPING SLEEVE & VALVE
8" PLUG VALVE
CUT AND CAPPED
BOTH ENDS OF EXISTING
FORCE MAIN
10' UTILITY EASEMENT
NOTES:
1.CONTRACTOR TO COORDINATE WITH THE CITY
ON LOCATION OF LAYDOWN YARD FOR HDPE PIPE.
2.CONTRACTOR TO PROVIDED SIGNED AND SEALED DRILLING PLAN
PRIOR TO CONSTRUCTION.
3.CONTRACTOR TO COORDINATE WITH THE CITY ON BYPASSING LIFT
STATION No. 32 DURING THE PROPOSED CONNECTION USING PUMP
TRUCKS. THE BYPASS SHALL BE PERFORMED BY GODWIN PUMPS
(CONTACT: CHRIS DOVER, 386-234-0753, chris.dover@xylem.com)
4.CONTRACTOR SHALL COORDINATE WITH CITY TO REPLACE SIDEWALK
PANELS WITH UNEVEN SURFACES/ CRACKS WITHIN THE PROJECT
AREA
5.REFER TO ENGINEERING SPECIFICATIONS IN THE APPLICATION
PACKAGE FOR ADDITIONAL INFORMATION AND GUIDANCE.
6.FOR JACK AND BORE INSTALLATIONS "THE FRONT OF THE CASING
PIPE SHALL BE PROVIDED WITH MECHANICAL ARRANGEMENTS OR
DEVICES THAT WILL POSITIVELY PREVENT THE AUGER FROM LEADING
THE PIPE SO THAT NO UNSUPPORTED EXCAVATION IS AHEAD OF THE
PIPE."
7.LOCATE CSX'S SIGNAL FACILITIES AND /OR WARNING DEVICES AT
PROPOSED FACILITY CROSSING LOCATION. I.E. CANTILEVERS,
FLASHERS, GATES AND SHOW CLEARANCES.
8.CASING PIPE ENDS MUST BE SEALED.
9.MINIMUM ALLOWABLE VERTICAL DISTANCE CSX RAIL IS 5.5 FT.
10.MINIMUM YIELD POINT STRENGTH OF 35,000 PSI ASTM A 252 GRADE 2
OF ASTM A 139 GRADE B. 0.344" WALL THICKNESS.
11.CONTRACTOR TO COORDINATE WITH PROPERTY OWNER FOR
TEMPORARY CONSTRUCTION EASEMENT FOR JACK AND BORE.
Sanitary Sewer Force Main
75 PSI
X
CSXT Pipeline
Spec. Reference PIPELINE CONTENT DETAILS
Commodity Description:
Maximum Operating Pressure:
Is Commodity Flammable: Yes No
CARRIER/CASING PIPE DETAILS
Carrier Pipe Casing Pipe
Pipe Material:
Material Specifications & Grade:
Specified Minimum Yield Strength:
Nominal Size Outside Diameter (Inches):
Wall Thickness (Inches):
Type of Seam:
Type of Joints:
Tunnel Liner Plates Required: Yes No
Cathodic Protection: Yes No Type: _______________________
Protective Coating: Yes No Type: _______________________
Temp. Track Support or Rip-Rap Req.: Yes No Must Describe & Show on Dwg.
X
X
X
X
9.05
0.503
N/A
Restrained
Steel
35,000 PSI
20
0.344"
N/A
Welded
ASTM A252 or ASTM A139
4,000
DR-18
PVC
60' RAILROAD RIGHT OF WAY
JACK AND BORE ± 41 L.F. OF 20" STEEL CASING
(0.5" WALL THICKNESS) WITH ± 55 L.F. OF
8" RESTRAINED PVC FM CARRIER PIPE
6.
9
'
JACK AND BORE ± 41 L.F. OF 20" STEEL CASING
(0.5" WALL THICKNESS) WITH ± 55 L.F. OF
8" RESTRAINED PVC FM CARRIER PIPE
STA. 180+35 (50' RT.)
INSTALL 8" 45° BEND
STA. 181+00 (99' RT.)
INSTALL 8" PLUG VALVE
INSTALL 8" PVC FORCE MAIN
14'
GROUT AND ABANDONED IN PLACE
±65 L.F. OF 8" FORCE MAIN
STA. 180+43 (50' RT.)
INSTALL 8" 45° BEND
STA. 180+47 (96' RT.)
INSTALL 8" 45° BEND
APPROXIMATE ELEVATION
EXISTING LOCATION
OF FCEN ROAD RAIL
JA
C
K
&
B
O
R
E
D
E
P
T
H
20' x 25' TEMPORARY
CONSTRUCTION
EASEMENT
EXISTING BURIED WATER
LEGEND
PROPOSED FORCE MAIN
EXISTING BURIED TV
EXISTING BURIED RECLAIMED WATER
EXISTING GRAVITY SANITARY SEWER
EXISTING BURIED FIBER OPTIC
EXISTING BURIED FORCE MAIN
TO BE ABANDON IN PLACE
BFM
BRW
BW
SAN
BTV
EXISTING BURIED ELECTRICBE
PROPOSED DIRECTIONAL FORCE MAIN
EXISTING FORCE MAIN
BFO
EXISTING BURIED TELECOMM
FM
RIGHT OF WAY
BT
EXISTING BURIED TRAFFIC ELECTRICALBTE
EXISTING WATER VALVE
EXISTING BACK FLOW PREVENTER
EXISTING FIRE HYDRANT
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Plan and Profiles.dwg Oct 16, 2025 - 9:40am zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
DETAILS C-9
BR
W
BR
W
BR
W
BR
W
BW
BW
BW
BW
BW
BF
M
BF
M
BF
M
BF
M
BR
W
BR
W
BR
W
BR
W
B
R
W
B
R
W
BR
W
BR
W
BT
BT
BT
BT
BT
BT
BT
BT
BT
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
N.T.S.
1
C-5
DETAIL - A
C-9
AT STA. 164+77
N.T.S.
2
C-5
DETAIL - B
C-9 N.T.S.
3
C-6
DETAIL - C
C-9
AT STA. 167+50 AT STA. 171+00
N.T.S.
4
C-6
DETAIL - D
C-9 N.T.S.
5
C-6
DETAIL - E
C-9
AT STA. 174+00 AT STA. 176+24
EXISTING BURIED WATER
LEGEND
PROPOSED FORCE MAIN
EXISTING BURIED RECLAIMED WATER
BT EXISTING BURIED TELECOMM
BFM
BRW
BW
PROPOSED DIRECTIONAL FORCE MAIN
EXISTING BURIED FORCE MAIN
TO BE ABANDON IN PLACE
EDGE OF PAVEMENT EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EXISTING 8" FORCE MAIN
TO BE ABANDON IN PLACE
18" RCP 18" RCP 18" RCP
18" RCP
18" RCP
NNN
EXISTING STORM WATER INLETS
N N
4.4' FROM
STRUCTURE
BOTTOM
4.3' FROM
STRUCTURE
B
O
T
T
O
M
± 5.4' FROM
STRUCTUR
E
B
O
T
T
O
M
± 3.4' FROM
STRUCTURE
BOTTOM
± 3.9' FROM
STRUCTURE
BOTTOM
DIRECTIONAL BORE DETAIL
1. DEPTH OF DIRECTIONAL BORE SHALL BE APPROVED ON A CASE BY CASE BASIS.
2. CONTRACTOR MUST COMPLY WITH ALL APPLICABLE FDOT, DEP, ACOE, AND
WATER MANAGEMENT DISTRICT REQUIREMENTS.
NOTES:
3'
M
I
N
I
M
U
M
CO
V
E
R
SCALE: NONE
APPROPRIATE VALVE REQUIRED ON
BOTH SIDES OF DIRECTIONAL BORE
FUSED END MECHANICAL
JOINT ADAPTER
SDR-11 HIGH DENSITY
POLYETHYLENE
10" x 8" REDUCER
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Standard Details.dwg Oct 16, 2025 - 9:47am zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
STANDARD DETAILS C-10
Drawing name: J:\O6025\Civil\DWG\_Current_Plan_Set\O6025 Standard Details.dwg Oct 16, 2025 - 9:48am zaadad
Job No.
Date:
Checked by:
Designed by:
Drawn by:
Sheet No.No.DateNo.Date Revision
www.cphcorp.com C 2025
Revision
1
2
3
4
5
6
7
8
1117 East Robinson Street
Orlando, FL 32801
Ph: 407.425.0452
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
Building BetterCommunities Together
ROBERTO MARCOS GONZALEZ, P.E.
P.E. LIC. # 56875
City of Ocoee
Clarke Road Force Main Relocation
Ocoee, Florida
O6025
3/2025
RMG
MEP
GCM
10
0
%
S
U
B
M
I
T
T
A
L
STANDARD DETAILS C-11