HomeMy WebLinkAboutItem 10 Approval of License Agreement between FCEN for the W. Oakland Ave Reconstruction Project
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
STAFF REPORT
Meeting Date: September 17, 2024
Item #: 10
Contact Name: TJ Tomlinson Department Director: Jen Bolling
Contact Number: Ext. 4301 City Manager: Craig Shadrix
Subject: Approval of Florida Central Railroad Company, LLC (FCEN) License Agreement for
the W. Oakland Avenue Reconstruction Project. (Acting Utilities Director Bolling)
Background Summary:
The approved W. Oakland Avenue Reconstruction Project includes the construction of a gravity sewer system
that will provide service to the parcels along W. Oakland Avenue, East of FCEN’s railroad tracks. Staff worked
with FCEN to obtain permission to install a 16-inch steel casing underneath the railroad tracks to provide
future developments west of the railroad tracks the ability to connect to a gravity sewer.
To obtain permission from FCEN to construct any utilities under their tracks, the City must enter into a license
agreement for each application. Past agreements with FCEN have required the City to pay an annual license
fee and the fee was increased annually based on the Consumer Price Index (CPI). This agreement will require
the City to pay a one-time application fee of $1,500.00 and a one-time license fee of $23,400.00, providing the
City with substantial savings over the lifetime of the agreement.
Issue:
Should the Honorable Mayor and City Commissioners approve the License Agreement with the Florida Central
Railroad Company, LLC (FCEN) for the W. Oakland Avenue Reconstruction Project at a total cost of
$24,900.00?
Recommendations:
Staff recommends the Honorable Mayor and City Commissioners approve the License Agreement with FCEN
for the W. Oakland Avenue Reconstruction Project at a total cost of $24,900.00.
Attachments:
1. License Agreement
2. W. Oakland Ave Railroad Crossing(S&S)
Financial Impacts:
None, as the City has adequate funding in the Capital Improvements Fund for this agreement.
Type of Item: Consent
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LICENSE AGREEMENT
THIS LICENSE AGREEMENT is made and entered into as of this ___ day of
__________, 2024 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 main, (the
“Pipe”) within the License Area, defined below. It is acknowledged that a casing
only shall be installed in advance of the proposed force main.
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
one under the FCEN’s tracks and right of way at Oakland St. , in the vicinity of
Railroad Mile Post ATB 832.25, DOT Crossing 621881D Ocoee, Orange County,
Florida (the “License Area”), described on Exhibit A, which is attached hereto and
incorporated herein.
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-Three thousand
four hundred Dollars ($23,400.00) 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
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.
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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.
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.
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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
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
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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.
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);
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(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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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
CITY:
CITY OF OCOEE, FLORIDA
By:
Rusty Johnson, Mayor
ATTEST:
Melanie Sibbitt, City Clerk
(SEAL)
APPROVED BY THE CITY OF OCOEE
COMMISSION AT A MEETING HELD ON
, 20
UNDER AGENDA ITEM NO.
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
657845.1 8
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EXHIBIT A
LICENSEE’S 2024 APPLICATION FOR PIPE CROSSING
(_ pages below)
Job No. - CITY OF OCOEE - Project NameCOMMISSIONER DISTRICT 1:SCOTT R. KENNEDYMAYOR:COMMISSIONER DISTRICT 2: COMMISSIONER DISTRICT 3: CITY OFFICIALS:RUSTY JOHNSONROSEMARY WILSENCITY MANAGER:AGES HARTRICHARD FIRSTNERCOMMISSIONER DISTRICT 4:ROBERT D. FRANKINDEX OF SHEETS:C-1COVER SHEETC-2GENERAL NOTESC-3PLAN AND POFILECity of OcoeeW. Oakland AvenueRailroad CrossingApril 2024ASSISTANT CITY MANAGER:CRAIG SHADRIXUTILITIES DIRECTOR:JAMIE CROTEAUASSISTANT UTILITIES DIRECTOR:JENNIFER BOLLING, P.E.VICINITY MAPN.T.S.W. FRANKLIN ST.NPROJECTLOCATION1117 East Robinson StreetOrlando, FL 32801Ph: 407.425.0452www.cphcorp.com Building BetterCommunities TogetherCPH, LLCA Full Service A & E FirmPlans Prepared By:State of Florida Licenses:Engineer No. 3215Surveyor No. LB7143Architect. No. AA26000926Landscape No. LC000298J:\O6030\Civil\DWG\_Current_Plan_Set\O6030 Cover.dwg February 22, 2024PERMIT SETSheet No.C-1ROBERTO MARCOS GONZALEZ, P.E.P.E. LIC. # 56875TAYLOR ST.W. OAKLAND AVE.MAGNOLIA ST.KISSIMMEE AVE.
GENERAL NOTESC-2GENERAL PROVISIONS1.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 ELIMINATIONSYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FORPREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THEREQUIRED 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 REQUIREDTO COMPLY WITH THE NPDES GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURINGCONSTRUCTION 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 CONTRACTORBY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERIMMEDIATELY.4.CONTRACTOR SHALL PROVIDE A PRECONSTRUCTION VIDEO DOCUMENTING THE EXISTING CONDITIONS FROM RIGHT-OF-WAY TO RIGHT-OF-WAY ALONG PROJECT LIMITS.5.THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS TO THE ENGINEER 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 ALLDIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS ANDOMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS INSUBMITTALS 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 LANDSURVEYOR 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 DENSITYTESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTINGINCLUDING 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 ANYPUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNERAND 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.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 THEOWNER.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 SPECIFICEXEMPTION 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 USETHE INTERNET TO PROVIDE NOTIFICATION INFORMATION.UTILITY GENERAL NOTES1.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. THEENGINEER 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 UTILITIESAND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANUNDERGROUND 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 PROPOSEDCONSTRUCTION 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 CONTRACTORSHOULD 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 OCOEEDUKE ENERGY CENTURYLINK CHARTER5.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 CONTRACTORSHALL 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 PIPINGWHICH 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 THEENGINEER.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 MAYALTER 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 ASDESIGNATED 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 ORCONNECTED 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 FROMTHE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATEDPORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NOADDITIONAL 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 FACILITIESREQUIRED 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 OFPROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. THE CONTRACTOR SHALL NOTIFY THE CITY UTILITIES INSPECTOR IN WRITING 48 HOURS INADVANCE 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 FDEPSHALL 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.AS-BUILT DRAWING REQUIREMENTS1.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.SITE PREPARATION1.UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES AS INDICATED ON THE DRAWINGS. ANY REPAIR ORRECONSTRUCTION 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 EXTRACOMPENSATION 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 ALLDIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEERBEFORE 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 ORSTOCKPILES WITHIN BRANCH SPREAD5.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 TREESOUTSIDE 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 ORIGINALSURFACE 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 FILL1.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 SOLERESPONSIBILITY 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 WITHINTHREE (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 100SQUARE 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 PIPELINETRENCH; 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 SUBSURFACEINVESTIGATION 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 THESOIL 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 TEMPORARYPROVISIONS 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 ANDHEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED.9.SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF 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 WITHINTHE 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 WITHINUNSUITABLE 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, ORSLABS, 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; BACKFILLAND 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 INALL OTHER AREAS = 90 PERCENT.UTILITY SEPARATION REQUIREMENTS1.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 SEWAGETREATMENT 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 SEWERAND RECLAIMED WATER MAIN.B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUMHORIZONTAL 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 WATERMAIN 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 TREATMENTFACILITIES.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 THEFOLLOWING: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 WATERMAIN 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 12INCHES 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 TYPESANITARY 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 MAINCROSSES 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 RECLAIMEDWATER 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 THREEFEET 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 ACCORANCE WITH CITY OF OCOEE DETAIL UT013 CAN NOT BE MET, A LESSER SEPARATION IN ACCORDANCE WITH 62.555.314 MAY BE ALLOWED.EROSION AND SEDIMENT CONTROLS1.AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FORAPPROVAL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXECUTE ALL MEASURESNECESSARY 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 CONSTRUCTIONPERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISIONTHROUGHOUT 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 THISSPECIFICATION.A)STOCKPILING MATERIALNO 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 COLLECTIONFACILITY.B)EXPOSED AREA LIMITATIONTHE SURFACE AREA OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATIONWILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS.C)INLET PROTECTIONINLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORM WATER RUNOFF UNTIL THE COMPLETION OF THE ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENTTO THE INLET.D)TEMPORARY SEEDINGAREAS 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 QUICKGROWING 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 COMPETEWITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE.E)TEMPORARY SEEDING AND MULCHINGSLOPES 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 MULCHMATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES.F)TEMPORARY GRASSINGTHAT 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-GRASSINGIF, 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 THEDESIRED VEGETATION COVER.H)MAINTENANCEALL 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 PROPERLYWITHOUT 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) REGULATIONSPRIOR 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 NPDESSTORM WATER CONSTRUCTION GENERAL PERMIT.5.NOI'S MUST BE SENT TO THE FOLLOWING ADDRESS:NPDES STORMWATER PROGRAM2600 BLAIR STONE ROADMAIL STATION 2500TALLAHASSEE, FL. 32399PHONE: (850) 245-7522UPON SUBMITTAL TO FDEP IN TALAHASSEE, THE CONTRACTOR SHALL ALSO SUBMIT A COPY TO THE CITY ENGINEER.Drawing name: J:\O6030\Civil\DWG\_Current_Plan_Set\O6030 General Notes..dwg Apr 04, 2024 - 9:55am gmooreJob No.Date:Checked by:Designed by:Drawn by:Sheet No.No.DateNo.DateRevisionwww.cphcorp.comC 2024Revision123456781117 East Robinson StreetOrlando, FL 32801Ph: 407.425.0452CPH, LLCA Full Service A & E FirmPlans Prepared By:State of Florida Licenses:Engineer No. 3215Surveyor No. LB7143Architect. No. AA26000926Landscape No. LC000298 Building BetterCommunities TogetherROBERTO MARCOS GONZALEZ, P.E.P.E. LIC. # 56875City of OcoeeW.Oakland Avenue Railroad CrossingOcoee, FloridaO60304/4/2024RMGMEIGCM
W Oakland Ave.Railroad Railroad
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℄ ℄ 212223242520 Scale10811011211411611812012212412610811011211411611812012212412621+0022+0023+0024+0025+00Drawing name: J:\O6030\Civil\DWG\_Current_Plan_Set\6030 Site Plan.dwg Apr 04, 2024 - 9:56am gmooreJob No.Date:Checked by:Designed by:Drawn by:Sheet No.No.DateNo.DateRevisionwww.cphcorp.comC 2024Revision123456781117 East Robinson StreetOrlando, FL 32801Ph: 407.425.0452CPH, LLCA Full Service A & E FirmPlans Prepared By:State of Florida Licenses:Engineer No. 3215Surveyor No. LB7143Architect. No. AA26000926Landscape No. LC000298 Building BetterCommunities TogetherROBERTO MARCOS GONZALEZ, P.E.P.E. LIC. # 56875City of OcoeeW.Oakland Avenue Railroad CrossingOcoee, FloridaO60304/4/2024RMGMEIGCM PLAN AND PROFILESTA 19+00 TO STA 25+00C-3JACK AND BORE115 L.F. OF 16" STEEL CASINGCAP BOTH ENDS±40'NOTES:1. REFER TO ENGINEERING SPECIFICATIONS IN THEAPPLICATION PACKAGE FOR ADDITIONAL INFORMATION ANDGUIDANCE.2.FOR JACK AND BORE INSTALLATIONS "THE FRONT OF THECASING PIPE SHALL BE PROVIDED WITH MECHANICALARRANGEMENTS OR DEVICES THAT WILL POSITIVELYPREVENT THE AUGER FROM LEADING THE PIPE SO THAT NOUNSUPPORTED EXCAVATION IS AHEAD OF THE PIPE."3. LOCATE CSX'S SIGNAL FACILITIES AND /OR WARNINGDEVICES AT PROPOSED FACILITY CROSSING LOCATION. I.E.CANTILEVERS, FLASHERS, GATES AND SHOW CLEARANCES.4. CASING PIPE ENDS MUST BE SEALED.NOTES:1.MINIMUM ALLOWABLE VERTICAL DISTANCEFROM CSX RAIL IS 5.5 FT.2.MINIMUM YIELD POINT STRENGTH OF 35,000 PSIASTM A 252 GRADE 2 OR ASTM A 139 GRADE B,0.281" WALL THICKNESS.JACK AND BORE115 L.F. OF 16" STEEL CASING PIPEWITH FLEXIBLE END CAPSEXISTING R/WEXISTING R/WN
104020201 inch = 20 ft.( IN FEET )0GRAPHIC SCALERAILROAD RIGHT OF WAY 95'EXISTING LOCATION OF CSX RAILAPPROXIMATE ELEVATION 119.5010'10±44'10'10'JACK ANDBORE DEPTH5.5'FLEXIBLEEND CAP (TYP.)18" x 18" x 1/4"FIBERGLASS PANEL (TYP.)JACK AND BORE PIT10' x 25' (TYP.)Sanitary Sewer Force Main75 PSIXCSXT PipelineSpec. ReferencePIPELINE CONTENT DETAILSCommodity Description:Maximum Operating Pressure:Is Commodity Flammable: Yes NoCARRIER/CASING PIPE DETAILSCarrier PipeCasing PipePipe 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 NoCathodic Protection: Yes NoType: _______________________Protective Coating: Yes NoType: _______________________Temp. Track Support or Rip-Rap Req.: Yes NoMust Describe & Show on Dwg.XXXXN/AN/AN/ARestrainedSteel35,000 PSI160.281"N/AWeldedASTM A252 or ASTM A139N/AN/AN/AEXISTING GRADE @ C/LEXISTING GRADE @ RAILROAD CROSSING