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Tt #200-52528-14001 01065.doc-1 011915
SECTION 01065
PERMITS AND FEES
PART 1 - GENERAL
A. The Contractor shall obtain all permits and licenses related to his work, including
but not limited to, the necessary construction permits except as otherwise
provided herein. The Contractor shall also, if in effect and applicable at the date
of bid opening, pay any governmental agency charges and inspection fees required
for the prosecution of the work. If the Contractor desires connection of utility
services (telephone or electricity) to a field office, he will be responsible for
securing the necessary permits and any connection or disconnection charges
involved.
B.The Contractor shall adhere to all requirements stated in permits issued for this
Project.
C. Permits by Owner: The Owner prior to the advertisement of the project has
applied for permits with the following agencies:
Permit Permit No.
1. Notification/Application for Constructing a Domestic C505-0028786-004
Wastewater Collection/Transmission System
2. City of Cocoa Water Main Construction Approved
3. General Permit for Construction of Water Main
Extensions for PWSs 0124889-939-DSGP
D. Permits Required by Contractor include, but are not limited to, the following:
Permit
1.City of Cape Canaveral – Right-of-Way Permit
2.City of Cape Canaveral – Electrical Permit
3.Dewatering
4.All other permits required by the City of Cape Canaveral
END OF SECTION
RSS/slh/specs/s-1/03600.doc
Tt #200-08534-14004 03600-1 042214
SECTION 03600
GROUTING/ FLOWABLE FILL
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope of Work: The scope of work involves the grouting with flowable fill of the
space left void in the abandonment of the identified structures and pipelines. The
work consists of furnishing all labor, equipment and materials and performing all
workconnectedwiththeplacementofthecementaceousflowablefilltofillthevoid.
1.02 QUALITY ASSURANCE
A. Grouting shall be performed by a crew under the direct supervision of a
superintendent that has experience in grouting of this nature.
B. Storage, mixing, handlingandplacement shall beinaccordancewithmanufacturers
instructions and specifications.
1.03 SUBMITTALS
A. ShopDrawings: ShopdrawingsshallbesubmittedinaccordancewithDivision1. In
addition, the following shall be submitted to the Engineer for acceptance prior to
construction.
1. A detailed description of equipment and operational procedures to
accomplish the grouting operation, including grout mixture design, grout
mixer type, grout samples, and test data.
2. A detailed description of the grouting time schedule.
PART 2 - PRODUCTS
2.01 GROUT MATERIAL
A. The grout shall be a "flowable fill" consisting of a mixture of Type 1 Portland
Cement, Type "F" Flyash (ASTM 618), sand and water.
B. The mixture shall contain a minimum of 50 pounds cement and minimum of 400
pounds flyash per cubic yard of grout.
RSS/slh/specs/s-1/03600.doc
Tt #200-08534-14004 03600-2 042214
2.02 EQUIPMENT
A. All grout shall be mixed with a high shear, high energy colloidal type mixer to
achieve the best uniform density.
B. The grout shall be pumped with a non-pulsating centrifugal or tri-plex pump.
C. The mixer shall be capable of continuous mixing. Batch mixing shall not be
permitted.
PART 3 - EXECUTION
3.01 GROUTING
A. Grouting of the annular space due to the abandonment of the existing pipe will be
allowed in continuous individually bulkheaded segments of up to 300 linear feet.
B. Grout shall be placed in a maximum of three stages, with the initial stage volume
equal to or greater than 50% of the total volume for that section of pipe being
grouted. The maximum time wait between grouting stages shall be 24 hours.
C. For each stage, mix and pump the material in one continuous process so as to avoid
partial setting of some grout material during that stage, thus, eliminating voids and
possible subsequent surface damage due to "cave-ins".
D. Eachsectionshallbegroutedbyinjectinggroutfromthelowestpointandallowingit
to flow toward the highest point to displace water from the annulus and assure
complete void-free coverage. Grout shall be placed through tubes installed in the
bulkheads at the insertion pits or manholes. Grout tubes shall be at least 2-inch
nominal diameter.
E. Aftertheendsofeachsectionofpipeareexposed,theentirespace,nottoexceed300
linear feet end to end, shall be sealed by controlled pumping of grout until it flows
from the pipe at the opposite end of the grouting.Grouting shall be carried out
until the entire space is filled.
F. Grout pressure in the void space is not to exceed five (5) psi above maximum
hydrostaticgroundwaterlevel. Anopenended,highpointtaporequivalentventmust
be provided and monitored at the bulkhead opposite to the bulkhead through which
grout is injected. This bulkheadwill beblockedclosedas grout escapes toallowthe
pressuring of the annular space.
RSS/slh/specs/s-1/03600.doc
Tt #200-08534-14004 03600-3 042214
3.02 FIELD QUALITY CONTROL
A. Thequalityofthegrout,applicationoftheequipmentandinstallationtechniquesare
the responsibility of the Contractor. The review and acceptance or approval of
specificmix design,equipment orinstallationprocedures shall innowayrelievethe
Contractor of his obligation to provide the final product as specified herein.
END OF SECTION
www.tetratech.comMARKDATEDESCRIPTIONBY2/9/2015 2:52:00 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\G-001 GENERAL NOTES & INDEX.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429G-001GENERAL NOTES ANDDRAWING INDEXGENERAL NOTES
1.PRIOR TO BID PREPARATION, THE CONTRACTOR MUST GET FAMILIARIZED WITH THE OVERALL SITE
CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO
UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF
EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF SITE,
AND MATERIALS TO BE DISPOSED OF OFF SITE, ALL OF WHICH WILL AFFECT HIS PRICING. ANY
DELAYS, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE
INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA
COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING
CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE
TO BRING IN MATERIALS, AT NO EXTRA COST, FROM OFF SITE TO MEET THE REQUIREMENTS FOR
COMPACTION AND PROPER FILL.
2.IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING
WATER, SEWER, POWER, TELEPHONE, GAS, FIBER OPTIC, CABLE/TV, ETC.) AND SHALL EVALUATE
POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY CONFLICTS SHALL BE REPORTED TO ENGINEER
AND OWNER IMMEDIATELY UPON DISCOVERY AND DETAILED IN REPORT.
3.THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL LAND
SURVEYOR FOR LAYOUT OF ALL WORK, FOR RESTORING ALL MONUMENTS AND PROPERTY CORNERS
DISTURBED DURING CONSTRUCTION AND FOR PREPARATION OF AS-BUILT DRAWINGS. PROOF OF
FLORIDA REGISTRATION SHALL BE SUBMITTED TO ENGINEER.
4.LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES EXPOSED DURING CONSTRUCTION SHALL BE
ACCURATELY RECORDED ON THE CONSTRUCTION DRAWINGS.
5.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER
MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, IRRIGATION AND RECLAIMED WATER MAINS.
MAIN LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.
6.NOTIFY FIBER OPTICS AND POWER COMPANIES SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION,
EXTREME CAUTION SHALL BE EXERCISED IN THE AREA OF FIBER OPTICS AND POWER.
7.ALL EXISTING WATER, FORCE, GRAVITY, RECLAIMED WATER MAINS, IRRIGATION, POWER, TELEPHONE,
GAS, FIBER OPTIC AND CABLE/TV AND OTHER FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL
BE SUPPORTED AND PROTECTED AGAINST DAMAGE.
8. DURING CONSTRUCTION ALL EXISTING UTILITIES SHALL REMAIN IN OPERATION.
9.THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE SHALL IMMEDIATELY REPAIR ALL DAMAGES TO
UTILITIES AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY
UTILITIES, UTILITY OWNERS MAY PERFORM REQUIRED REPAIRS AND CLEAN UP. THE CONTRACTOR
WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH DAMAGE AND REPAIR.
10.LOCATION AND DIMENSIONS OF EXISTING RIGHT-OF-WAYS AND EASEMENT ARE BASED ON BEST
AVAILABLE INFORMATION. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND STAKING LIMITS OF
THE RIGHT-OF-WAYS AND EASEMENT IN OR TO AVOID ENCROACHMENTS. COMPLETE ALL
CONSTRUCTION WITHIN RIGHT-OF-WAYS AND EASEMENT LIMITS UNLESS OTHERWISE NOTED.
11.FLORIDA LAW (F.S. 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC AND PRIVATE
STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON
LOCATION OF UNDERGROUND GAS PIPELINES.
12.DEWATERING MAY BE REQUIRED IN SOME AREAS FOR EXCAVATION, CONSTRUCTION, BACKFILLING
AND COMPACTING. NO EXTRA COMPENSATION FOR DEWATERING WILL BE ALLOWED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS ASSOCIATED WITH DEWATERING AND
OTHER CONSTRUCTION ACTIVITIES.
13.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY COMPANIES, ARRANGING AND
RELATED COSTS TO HAVE UTILITY POLES HELD IF DETERMINED NECESSARY FOR CONSTRUCTION.
14.PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED
DURING CONSTRUCTION.
15.ALL STATIONS AND OFFSETS REFER TO BASELINE OF STATIONING.
16.ALL PIPING SHALL HAVE 36" MINIMUM COVER.
17.HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN, SANITARY OR STORM
SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE
SEWAGE TREATMENT AND DISPOSAL SYSTEMS:
A.SANITARY SEWER SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET
BETWEEN THE OUTSIDE OF THE SANITARY SEWER AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPE CONVEYING RECLAIMED WATER
REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
B.SANITARY SEWER SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET,
AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE SANITARY SEWER AND THE OUTSIDE
OF ANY EXISTING OR PROPOSED WATERMAIN OR PIPELINE CONVEYING RECLAIMED WATER NOT
REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION
DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO
THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE
TOP OF THE SEWER.
18.VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN, SANITARY OR STORM SEWERS,
WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES:
A.SANITARY SEWER CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY
SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE SANITARY SEWER IS AT LEAST
TWELVE INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.
B.SANITARY SEWER CROSSING ANY EXISTING OR PROPOSED WATER MAIN, OR PIPELINE CONVEYING
RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES
ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY
THE WATER MAIN ABOVE THE OTHER PIPELINE.
C.AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF
WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE SANITARY SEWER SO THE WATER
MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE SANITARY SEWER. ALTERNATIVELY, AT SUCH
CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST
THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS,
STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER
PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR
PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING
RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
19.WHERE MINIMUM SEPARATION BETWEEN UTILITY MAINS IS REQUIRED, THE DISTANCE SHALL BE
MEASURED FROM THE OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE.
20.REUSE MAINS SHALL BE AT LEAST 3' FROM ANY FIRE HYDRANTS PER 62-555-314 F.A.C.
21.FITTINGS MAY BE USED FOR PIPE ALIGNMENT CHANGES RATHER THAN DEFLECTING AT THE
CONTRACTOR'S OPTION AND WITH NO ADDITIONAL COMPENSATION. PIPE DEFLECTION SHALL NOT
EXCEED THE MANUFACTURER'S RECOMMENDATION.
22.ALL PRESSURE PIPES SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINT TABLE SHOWN IN
THE DETAIL SHEETS. IN ADDITION, ALL FITTING SHALL BE MECHANICAL JOINT RESTRAINED. NO
THRUST BLOCS SHALL BE PERMITTED. RESTRAIN EXISTING PIPE WHERE REQUIRED AT TIE IN
LOCATIONS AS REQUIRED IN ACCORDANCE WITH RESTRAINT TABLE.
23.ALL PIPE, PIPE FITTINGS AND APPURTENANCES INSTALLED UNDER THIS PROJECT WILL BE COLOR
CODED OR MARKED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320 (21) (B) 3, FAC, USING PURPLE
AS PREDOMINATE COLOR FOR REUSE WATER.
24.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC DURING THE WORK AND FOR
COORDINATION WITH THE COUNTY OR OWNER, AS NECESSARY. CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING AND COORDINATING RESIDENTS DURING ALL PHASES OF
CONSTRUCTION INCLUDING PIPE BURSTING WORK OPERATIONS SO AS TO MAINTAIN ACCESS FOR
RESIDENTS BUSINESS AND EMERGENCY VEHICLES.
25.RIGHT OF WAY SHALL BE KEPT PEDESTRIAN FRIENDLY AT ALL TIMES.
26.TEMPORARY SIDEWALKS SHALL BE PROVIDED FOR ALL DISTURBED SIDEWALKS.
27.DURING THE DURATION OF WORK, ACCESS BY RESIDENTS AND EMERGENCY VEHICLES MUST BE
MAINTAINED AT ALL TIMES.
28.THE CONTRACTOR SHALL NOT PLACE ANY FILL MATERIAL WITHIN WETTED DITCH OR WETLAND AREAS.
NO WORK SHALL TAKE PLACE WITHIN 25' OF THE JURISDICTIONAL WETLAND BOUNDARY. SILT FENCES
SHALL BE INSTALLED BY THE CONTRACTOR BETWEEN WORK AND SUCH AREAS.
29.ALL DRAINAGE AREAS THAT ARE CROSSED BY PIPELINES SHALL BE LEFT OPEN AT ALL TIMES EXCEPT
FOR SHORT PERIODS AS MAY BE NECESSARY DURING ACTUAL CONSTRUCTION HOURS.
30.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE INSTALLATION OF THE PIPING WITHOUT
DAMAGING THE EXISTING CITY OR PRIVATE ROADWAYS. ANY DAMAGE CAUSED DURING THE
INSTALLATION OF THE PIPING OR RESTORATION SHALL BE REPAIRED TO THE SATISFACTION OF THE
OWNER.
31.ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING,
IRRIGATION SYSTEMS, ETC. DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO
EQUAL OR BETTER CONDITION. ALL DISTURBED AREAS SHALL BE SODDED WITH THE SAME TYPE OF
SOD.
32.ALL ASPHALT/CONCRETE OPEN CUT DRIVEWAYS SHALL BE RESTORED WITHIN 24 HRS WITH AN
ALL-WEATHER ASPHALTIC PATCH TO PERMIT TEMPORARY PROPERTY ACCESS UNTIL FINAL
RESTORATION IS COMPLETED. THE DIRT/STABILIZED OPEN CUT DRIVES SHALL REQUIRE A STABILIZED
PATCH WITHIN 24 HOURS OF OPEN CUT.
33.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LANDSCAPING DISTURBED DURING
CONSTRUCTION WITH LANDSCAPING OF EQUAL QUALITY, QUANTITY, MATERIAL, AND SIZE AS PRIOR TO
CONSTRUCTION. EXTENT OF EXISTING LANDSCAPING IS NOT SHOWN AND IS THE RESPONSIBILITY OF
THE CONTRACTOR TO FIELD INSPECT PRIOR TO BIDDING. ALL OTHER DISTURBED AREA SHALL BE
SODDED.
34.UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE PROJECT AREA BACK
TO EQUAL OR BETTER CONDITION USING LIKE MATERIALS
35.SEWER AND WATER SERVICE LATERALS LOCATIONS ARE NOT SHOWN AND SHALL BE FIELD VERIFIED
BEFORE CONSTRUCTION. ABANDONED SEWER LATERALS SHALL BE LEFT IN PLACE TO MINIMIZE
IMPACT TO SURROUNDING ROOT SYSTEMS.
36.THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48
HOURS OF COMPLETED FINAL GRADES, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT
EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND,
OR OFF-SITE PROPERTY. CONTRACTOR SHALL WET AND MAINTAIN ALL SOD THROUGHOUT
CONSTRUCTION UNTIL FINAL ACCEPTANCE.
37.THE REMOVAL OF DEBRIS AND ANY OTHER MATERIAL INCLUDING PIPES, CONCRETE STRUCTURES AND
PAVEMENT LAYERS FROM THE CLEARING AND GRUBBING OPERATIONS SHALL BE HAULED AWAY BY
THE CONTRACTOR IN LEGAL FASHION TO AN AUTHORIZED DUMPING FACILITY.
38.WHERE MUNICIPAL SIGNS REFLECTORS OR OTHER COMPONENTS THEREOF WILL INTERFERE WITH
PROPOSED CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE CITY OF CAPE CANAVERAL 48 HOURS
IN ADVANCE OF STARTING WORK. ALL SIGNS, REFLECTORS, ETC., DAMAGED, DESTROYED REMOVED
OR RELOCATED WITHOUT THE CITY'S AUTHORIZATION WILL BE REPLACED OR RELOCATED AT THE
EXPENSE OF THE CONTRACTOR.
39.ALL STREET SIGNAGE MATERIALS TO CONFORM WITH THE FDOT MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND SAFE PRACTICES FOR STREET & HIGHWAY CONSTRUCTION
MAINTENANCE AND UTILITY OPERATIONS.
40.ALL POTABLE WATER MAINS EITHER INSTALLED OR DISTURBED DURING CONSTRUCTION SHALL BE
DISINFECTED IN ACCORDANCE WITH AWWA C-651-92 (SUBSECTION 4.8 AND SECTION 9) AND RULE
62-555.345 F.A.C. SUCH WATER MAINS SHALL THEN BE BACTERIOLOGICALLY TESTED IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS. A REPRESENTATIVE FROM THE UTILITY MUST BE PRESENT
DURING THE TAKING OF THE WATER SAMPLES.
41.UTILITY TEST PITS SHALL BE PERFORMED 14 DAYS IN ADVANCE OF THE CONTRACTORS DIGGING
OPERATION TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES.
42.THE CONTRACTOR SHALL MAINTAIN ON-SITE AN ADEQUATE SUPPLY OF COMMERCIAL DRIVEWAY
MATERIAL FOR TEMPORARY RESTORATION OF DRIVEWAYS IN ORDER TO MAINTAIN PROPERTY
ACCESS. DRIVEWAYS MUST BE COMPLETELY RESTORED WITHIN 48 HOURS OF COMPLETION OF WORK
43.THE CONTRACTOR WILL BE REQUIRED TO SEND A LETTER TO EACH RESIDENT IMPACTED BY THIS
PROJECT. THE LETTER FORMAT AND CONTENTS SHALL BE DRAFTED BY THE CITY OF CAPE
CANAVERAL. A COPY OF THE LETTER SENT TO THE RESIDENTS SHALL ALSO PROVIDED TO THE CITY
OF CAPE CANAVERAL. THE CONTRACTOR SHALL BE REQUIRED TO HOLD A PUBLIC MEETING AT THE
NEIGHBORHOOD ASSOCIATION OR SIMILAR FORUM TO INFORM THE PUBLIC AND ANSWER QUESTIONS
ABOUT THE PROJECT. REPRESENTATIVES FROM THE CITY OF CAPE CANAVERAL PUBLIC WORKS AND
THE ENGINEER WILL ATTEND THE MEETING.
44.ALL EXCAVATIONS SHALL BE BACKED FILLED AT THE END OF EACH DAY AND TEMPORARY PAVEMENT
IS REQUIRED IF WORK AREA IS TO BE OPENED TO TRAFFIC
45.WATER AND SEWER SERVICE TO BE MAINTAINED TO EACH PROPERTY AT ALL TIMES. CONTRACTOR TO
INSTALL TEMPORARY SEWER AND WATER CONNECTIONS WHERE REQUIRED.
46.SANITARY SEWERS AND PRESSURE MAINS SHALL BE PRESSURE TESTED PER SECTION 15064 AND
150HH RESPECTIVELY OF THE SPECIFICATIONS AND WITNESSED AND TEST REPORT SIGNED OFF BY
CITY INSPECTOR.
47.ALL TIE INS TO EXISTING MANHOLES SHALL BE CORE DRILLED. PIPE SHALL BE TIED IN USING A
FLEXIBLE CONNECTOR.
48. CLEANOUTS SHALL BE ADDED TO ALL SANITARY SEWER LATERALS.
49.AN ASPHALT CAP EITHER TEMPORARY OR PERMANENT SHALL BE PLACED OVER ALL OPEN CUTS
PRIOR TO TRAFFIC BEING RESTORED. STOP BARS AND STRIPPING SHALL BE INCLUDED AND ADDED AS
NEEDED.
1.AN APPROVED MAINTENANCE OF TRAFFIC (MOT) PLAN SHALL BE REQUIRED BY CONTRACTOR
ANY TIME WORK IS BEING PERFORMED WITHIN, CITY OF CAPE CANAVERAL AND PRIVATE
ROADWAYS RIGHT-OF-WAY REGARDLESS WHETHER A PERMIT IS REQUIRED OR NOT. A MOT
PLAN SHALL CONFORM TO THE LATEST EDITION OF THE FDOT DESIGN STANDARDS 600 SERIES.
A COPY OF THE MOT PERMIT SHALL BE KEPT ONSITE AT ALL TIMES. THE MOT PLAN IS VALID
FOR THE DURATION OF THE APPROVED TIME PERIOD OR COMPLETION OF THE PROJECT,
WHICHEVER COMES FIRST. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF THE
SETUP AND REMOVAL OF ALL MOT DEVICES WHEN REQUIRED.
2.THE APPROVAL OF AN MOT PLAN REQUIRES A MINIMUM OF TEN (10) WORKING DAYS FROM THE
TIME OF RECEIPT OF ALL REQUIRED PLANS AND FOLLOWS THE PROCESS STATED BELOW.
ADDITIONAL TIME MAY BE REQUIRED FOR MORE COMPLEX PLANS OR PLANS REQUIRING
ADDITIONAL COORDINATION.
3.THE CONTRACTOR SHALL CARRY ON THE WORK IN A MANNER THAT WILL CAUSE A MINIMUM OF
INTERRUPTION TO TRAFFIC. WHERE TRAFFIC MUST CROSS OPEN TRENCHES, THE
CONTRACTOR SHALL PROVIDE SUITABLE BRIDGES AT STREET INTERSECTIONS AND
DRIVEWAYS. THE CONTRACTOR SHALL POST SUITABLE SIGNS INDICATING THAT A STREET IS
CLOSED WITH NECESSARY DETOUR SIGNS FOR THE PROPER MAINTENANCE OF TRAFFIC.
PRIOR TO CLOSING OF ANY STREETS, THE CONTRACTOR SHALL NOTIFY AND OBTAIN THE
APPROVAL OF RESPONSIBLE AUTHORITIES AND UTILITIES.
4.ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE ³0$18$/ ON UNIFORM TRAFFIC CONTROL
'(9,&(6´ PUBLISHED BY US ENGINEERING OF TRANSPORTATION, AND THE STATE OF FLORIDA'S
³0$18$/ ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
&216758&7,210$,17(1$1&($1'87,/,7<23(5$7,216´
5.THE REQUIREMENTS OF CITY OF CAPE CANAVERAL PUBLIC WORKS FOR THE TRAFFIC CONTROL
OF NON-EMERGENCY ROAD CLOSURES SHALL BE ADHERED TO.
6.THE CONTRACTOR'S MOT PLANS SHALL INCLUDE A COVER LETTER WITH THE FOLLOWING:
A.DATES AND ANTICIPATED DURATION OF ROAD CLOSURE.
B.DATE AND TIME THE ROAD CLOSURE WILL BEGIN.
C.LOCATION OF ROAD CLOSURE.
D.REASON FOR ROAD CLOSURE.
E.COMPLETE ALTERNATE AND DETOUR ROUTES.
7.REFER TO SPECIFICATION 01570 FOR ADDITIONAL REQUIREMENTS.
48 HOURS BEFORE DIGGING
1-800-432-4770
SUNSHINE STATE ONE CALL CENTER
CALL
TOLL FREE
MARK SERVICE PIPE SIZE BURIED PIPE BURIED FITTINGS
MATERIAL CLASS LINING MATERIAL LINING
SS SANITARY SEWER LESS THAN 15"PVC SDR 26 NA PVC NA
MAINTENANCE OF TRAFFIC REQUIREMENTS
PIPE MATERIAL SCHEDULE
FM FORCE MAIN LESS THAN 15"PVC C900 DR18 NA DIP EPOXY PROTECTO 401
PW WATER SERVICE LESS THAN 4"PVC SCH 80 NA PVC NA
WM WATER MAIN 4" - 12"PVC C900 DR18 NA DIP CEMENT MORTAR (NSF 61)
TEST PRESSURE PSI
AIR TESTING PER SECTION 15064
100
150
150
NOTE: DISCHARGE PIPING AND FITTINGS (ABOVE GRADE AND WITHIN WET WELL) SHALL BE SCHEDULE 40 STAINLESS STEEL. SEE SPECIFICATION 15065 TEST PRESSURE.
SHEET
NO.SHEET TITLE
GENERAL
--COVER
G-001 GENERAL NOTES AND DRAWING INDEX
G-002 LEGEND AND ABBREVIATIONS
CIVIL
C-101 LS NO. 6 - DEMOLITION PLAN
C-102 LS NO. 6 - PROPOSED SITE PLAN
C-103 LS NO. 6 - PROPOSED GRAVITY SEWER & WATER MAIN
IMPROVEMENTS
C-104 LS NO. 7 - DEMOLITION PLAN
C-105 LS NO. 7 - PROPOSED GRAVITY SEWER
C-106 LS NO. 7 - PROPOSED SITE PLAN
C-501 DETAILS
C-502 DETAILS
C-503 DETAILS
MECHANICAL
D-101 LS NO. 6 - LIFT STATION PLAN & SECTION
D-102 LS NO. 7 - LIFT STATION PLAN & SECTION
ELECTRICAL
E-100 ELECTRICAL LEGEND
E-101 LS NO. 6 DEMOLITION SITE PLAN
E-102 LS NO. 7 DEMOLITION SITE PLAN
E-103 LS NO. 6 ELECTRICAL PLAN
E-104 LS NO. 7 ELECTRICAL PLAN
E-201 ELECTRICAL RISERS
E-301 CONTROL PANEL LAYOUT
E-302 LS NO. 6 CONTROL PANEL WIRING DIAGRAM
E-303 LS NO. 7 CONTROL PANEL WIRING DIAGRAM
E-401 ELECTRICAL DETAILS
1.THE WATERMAIN AND APPURTENANCES SHALL BE
INSTALLED IN ACCORDANCE WITH THE CITY OF COCOA'S
LATEST TECHNICAL PROVISIONS AND STANDARD DETAILS.
2.A TAPPING CONTRACTOR ACCEPTABLE TO THE CITY OF
COCOA IS REQUIRED FOR ANY WET TAP. CONTACT
ENGINEERING DIVISION AT 321.433.8799 FOR A LIST OF
ACCEPTABLE CONTRACTORS.
3.A LICENSED UTILITY CONTRACTOR IS REQUIRED FOR THE
INSTALLATION OF THE WATER LINE AND APPURTENANCES.
4.THE WATER LINE SHALL BE SWABBED (PIGGED) IN
ACCORDANCE WITH THE REVISED OCTOBER 2013 CITY OF
COCOA UTILITY HANDBOOK.
WATERMAIN NOTESDRAWING INDEX
1
1 02/09/15 ADDENDUM 1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429C-101LS NO. 6DEMOLITION PLAN1 02/09/15 ADDENDUM 11
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429C-103LS NO. 6PROPOSED GRAVITY SEWER &WATER MAIN IMPROVEMENTS1
1 02/09/15 ADDENDUM 11
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429C-104LS NO. 7DEMOLITION PLAN1
1 02/09/15 ADDENDUM 11
A-BOR TH-1
6" DIP STUB
ELEV 7.57
SVFMFMxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxx xx xx xx xx xx xx xx
1
'
'WWWWPROP. SS MH 1
TOP 8.40
NW INV. -3.53
W INV. -3.63
S INV. -1.90
9'-6"
8
C502
PROP 6" FM
5'-0"1" DRAINPER MANUFACTURER
REQUIREMENTS
PROP WET WELL W/
NEW PUMP, DISCHARGE
PIPING & TOP SLAB
E INV -3.69
SST PIPE
SUPPORT (TYP)
1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FOR
LEVEL TRANSDUCER
AL SAFETY HATCH 42"x60"
(SEE NOTE 3 THIS SHEET)
PROP ELECTRICAL
CONTROL PANEL
6" MIN. CLEARANCE
ALL SIDES6" MIN.6" MIN.4" 316 SS (SCH40) GOOSNECK
VENT W/ 316 SS SCREEN
PROP 1" PW
14 LF OF 8" PVC SS90 LF
OF
8"
PVC
SS
316 SST FLOAT CABLE
HOLDER (TYP)
HOSE BIBB
BFP
WATER
METER
%(1'
CONNECT TO EXISTING FM
%(1'6
EXISTING PROPERTY
BOUNDARY
EXISTING FM
DOUBLE GATE
1" WATER
SERVICE
1
C-503
7
C-502
CONTRACTOR SHALL
USE EXISTING
EMERGENCY PUMP OUT
DURING CONSTRUCTION
32.00'
PROP 6" CONC EQUIP PAD
#4 BARS 12 OCEW
PROP 12" PRECAST CONC
TOP SLAB
(SEE NOTE 1 THIS SHEET)
PROP HDPE WET WELL
LINER (SECTION 09920)
36"
WET WELL
ELECTRICAL CONDUIT
TO CONTROL PANEL
PROP POWER CABLE
PROP 316 SST GUIDE RAIL
%(1' )/* 7<3
OFFSET PIPE SUPPORT
(316 SST SPACED A MIN 5'-0")
3'-0" MIN
COVER (TYP.)
PUMP MOUNTED ON BASE PLATE, ANCHORED
PER MANUFACTURERS RECOMMENDATIONS
PROP LIFTING CHAIN
(MIN 1/4" SST CHAIN)
3"
%(1' 0-
(ROTATED FOR CLARITY)
7
C-504
7
E-401
12"
18"
FIN FL EL -9.00
T/SLAB EL 7.50
PRECAST MONOLITHIC
BASE (ASTM C478)
12"
MIN
1" DRAIN (PVC)
(SLOPE @ 1% MIN. TO WET WELL)
INV EL -3.69
PROP 8" SS
SLOPE PROP GROUT
AS PER PUMP MFR
RECOMMENDATIONS
HWL EL -3.72
LAG PUMP ON EL -4.22
ALL OFF EL -7.00
INSTALLED BY
CONTRACTOR
AND SET BY CITY
24"
PROP WALL
PENETRATION SEAL
7
C-501
FDOT NO. 57 STONE
6" DIP CHECK VALVE
6" PV (FLG)(TYP)
6" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)FLANGED PRESSURE WAFER W/ PRESSURE GAUGE (TYP)
AIR RELEASE VALVE W/ 2" NPT PROP ELEC CONTROL PANEL
(ROTATED FOR CLARITY)
%(1' 7<3
6" WYE (FLG) (TYP)
2" 316 SST BALL VALVE
4" 316 SS (SCH40) GOOSENECK
VENT W/ 316 SS SCREEN
(ROTATED FOR CLARITY)
1/2" EXPANSION
JOINT W/ BACKER
ROD AND SEALANT
6" SST RESTRAINED FAC W/ 316 SST HARDWARE (TYP)
316 SST FLOAT HANGER
3523
,' 35(&$67
CONC WET WELL (ASTM C478)
6"x6" TEE (FLG)
EPDM KOR-N-SEAL
W/ SST WEDGE
PROP FILTER FABRIC
& 6" FDOT GRANITE
NO. 57 STONE (TYP)
SEALER & HEAT SHRINK SEAL (TYP)
FRP NECK AROUND
HATCH OPENING
TOP SLAB PENETRATION SEAL (TYP)
1" TRUE UNION
6"X4" REDUCER
(FLG) (IF REQUIRED BASED UPON PUMP SELECTION)
LEAD PUMP ON EL -4.72
PROP AL SAFETY HATCH
PIPE MATERIAL SCHEDULE:
WET WELL -SCHEDULE 40 SST
ABOVE GRADE -SCHEDULE 40 SST
BELOW GRADE -PVC DR-18
6" SST PIPE
6" SST PIPE
6" SST PIPE
6" PAD W / #5AT12" T&B
6
C502
6" SST PIPE (FLG)
6"
FILTER FABRIC LINER
6"
12"
5
C-504
%(1' )/* 7<3
N PLAN VIEW
SCALE: 3/8" = 1'-0"
SECTION VIEW "A"
SCALE: 3/8" = 1'-0"www.tetratech.comMARKDATEDESCRIPTIONBY2/6/2015 3:02:20 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\D-101 LS NO.6.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429D-101LS NO. 6LIFT STATIONPLAN & SECTIONNOTES:
1.WET WELL TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12"
AND CONFORM TO ASTM C478. THE SLAB SHALL BE DESIGNED
FOR AASHTO H20 LOADING. REINFORCING IN THE SLAB SHALL BE
A MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE
(2) #7 BARS ADJACENT TO OPENINGS (FULL LENGTH OF SLAB).
THE CONCRETE SHALL MEET THE MINIMUM COMPRESSIVE
STRENGTH fc=4,000PSI AND THE REINFORCING SHALL MEET A
YIELD STRENGTH Fy=60,00 PSI.
2.EQUIPMENT AND PIPING ROTATED FOR CLARITY.
3.CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER
AND ACCESS HATCH MANUFACTURER FOR FINAL HATCH
DIMENSIONS TO ALLOW ADEQUATE CLEARANCE
(6" MIN.) FOR PUMP REMOVAL.
4.ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.
5.ALL ABOVE GRADE FORCEMAIN AND FORCEMAIN DISCHARGE
PIPING IN WET WELL SHALL BE SCH 40 316 SST.
SUBMERSIBLE PUMP SPECIFICATIONS
Parameter LS No. 6 Pumps
Number of Pumps 2
Pump Type Standard Submersible
Type of Drive Constant Speed
Design Capacity per Pump, GPM/Ft. TDH 571 / 25
Minimum Shut Off Head, Ft.36
Run Out-Head, Ft.5 8
Minimum Capacity at Run-Out Head, gpm 1,400 1,000
Minimum Efficiency at Design Capacity 63%61%
Minimum Size Solids, Passing, In.2.9 4.0
Minimum Discharge Size, In.4.0 6.0
Minimum Horsepower Per Pump, HP 7.5 6.0
Basis of Design Pump MFR & Pump
Model/Impeller
Flygt Model NP 3127
Series / 174 mm
XFP 150E-CB1-PE45
/ 4 181mm
1
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UTUTRWRWUTVUTVUTVIRRIRRIRROEOESSBOR TH 1
4.5" PVC IRR MAIN
GR 4.3'
TOP OF PIPE DEPTH 2.25'
BOR TH 2
2.5" UE 2.05' DEEP
1" UT 3.15' DEEP
GR 4.5'xxxxxxxxxxxxxxxxxxxxxxSS SS1''WFMFMEXISTING MH
TOP 4.38
S INV. -3.42
N INV. -3.47
PROP. SS MH 1
TOP 4.00
W INV. -9.27
E INV. -9.17
EX. S INV. -3.65
9'-6"
PROP 8" FM
14 LF OF 12" PVC SS
5'-0"
2" DRAIN
PER MANUFACTURER
REQUIREMENTS
PROP WET WELL W/ NEW PUMP,
DISCHARGE PIPING & TOP SLAB4" QUICK CONNECT FOR
PUMP-OUT CONNECTION
SST PIPE
SUPPORT (TYP)
316 SST FLOAT CABLE HOLDER (TYP)
1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FOR
LEVEL TRANSDUCER PROP WET WELL
AL SAFETY HATCH 42"x60"
(SEE NOTE 3 THIS SHEET)
PROP ELECTRICAL
CONTROL PANEL
6" MIN. CLEARANCE
ALL SIDES6" MIN.
6" MIN.
4" 316 SS (SCH40) GOOSNECK
VENT W/ 316 SS SCREEN
PROP 1" PW
PROP. SS MH 2
TOP 4.82
W INV. -9.09
N INV. -8.99
37 LF OF 12" PVC SS
PROP BFP
%(1'6
8"X10" WET TAP
LINE STOPPROP 8" FM
PROP
6"X4"
TEE
PROP
6" FM
CONCRETE DRIVE
PROP 1" WATER
SERVICE
CAP
INSTALL VALVE
HORIZONTALLY
CAP
HOSE BIBB 32.00'PROP
GRADE
TO EXST
10" FM
PROP HDPE WET WELL LINER (SECTION 09920)
36"
WET WELL
ELECTRICAL CONDUIT
TO CONTROL PANEL
PROP POWER CABLE
PROP 316 SST GUIDE RAIL
%(1' )/* 7<3
OFFSET PIPE SUPPORT
(316 SST SPACED A MIN 5'-0")
3'-0" MIN
PUMP MOUNTED ON BASE PLATE, ANCHORED
PER MANUFACTURERS RECOMMENDATIONS
PROP LIFTING CHAIN
(MIN 1/4" SST CHAIN)
3"
%(1' 0-
(ROTATED FOR CLARITY)
12"
18"
FIN FL EL -15.50
T/SLAB EL 4.00
PRECAST MONOLITHIC BASE (ASTM C478)
12"
MIN
2" DRAIN (PVC)
(SLOPE @ 1% MIN.
TO WET WELL)
INV EL -9.30
PROP 12" SS
SLOPE PROP GROUT
AS PER PUMP MFR
RECOMMENDATIONS
HWL EL -9.79
LAG PUMP ON EL -10.29
ALL OFF EL -13.50
INSTALLED BY
CONTRACTOR
AND SET BY CITY
24"
PROP WALL
PENETRATION
FDOT NO. 57 STONE
6" CV (FLG)(TYP)
6" PV (FLG)(TYP)6" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)
FLANGED PRESSURE WAFER W/ PRESSURE GAUGE (TYP)
AIR RELEASE VALVE W/ 2" NPT PROP ELEC CONTROL PANEL
(ROTATED FOR CLARITY)
%(1' 7<3
6" WYE (FLG) (TYP)
6"x4" TEE (FLG), 4" PV (FLG)(TYP)
PROP AL SAFETY HATCH
PROP 6" CONC EQUIP PAD
WITH #4 BARS 12" OCEW
2" 316 SST BALL VALVE
PROP 12" PRECAST
CONC TOP SLAB
(SEE NOTE 1 THIS SHEET)
4" 316 SS (SCH40) GOOSENECK
VENT W/ 316 SS SCREEN
(ROTATED FOR CLARITY)
1/2" EXPANSION
JOINT W/ BACKER
ROD AND SEALANT
6" RESTRAINED FAC W/ 316 SST HARDWARE (TYP)
316 SST FLOAT HANGER
3523
,' &21&:(7:(// $670&
6"x8" TEE (FLG)
8" STUB-OUT W/
8" VERTICAL PLUG
VALVE. TEMPORARY
BY-PASS AND PIG
LAUNCH PORT.
EPDM KOR-N-SEAL
W/ SST WEDGE
PROP FILTER FABRIC
& 6" FDOT GRANITE
NO. 57 STONE (TYP)
SEALER & HEAT SHRINK SEAL (TYP)
FRP NECK AROUND
HATCH OPENING
TOP SLAB PENETRATION (TYP)
2" TRUE UNION
6"X4" REDUCER
(FLG) (IF REQUIRED BASED UPON PUMP SELECTION)
LEAD PUMP ON EL
-10.79
6" SST PIPE
6" SST PIPE
6" SST PIPE
%(1' )/* 7<3
6" SST PIPE (FLG)
N PLAN VIEW
SCALE: 3/8" = 1'-0"
A
-
SECTION VIEW "A"
SCALE: 3/8" = 1'-0"
PIPE MATERIAL SCHEDULE:
WET WELL -SCHEDULE 40 SST
ABOVE GRADE -SCHEDULE 40 SST
BELOW GRADE -PVC www.tetratech.comMARKDATEDESCRIPTIONBY2/6/2015 3:02:24 PM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\D-102 LS NO.7.DWG - BURDIEL, NAPOLEON1
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Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429D-102LS NO. 7LIFT STATIONPLAN & SECTIONNOTES:
1.TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12" AND
CONFORM TO ASTM C478. THE SLAB SHALL BE DESIGNED FOR
AASHTO H20 LOADING. REINFORCING IN THE SLAB SHALL BE A
MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE (2)
#7 BARS ADJACENT TO OPENINGS (FULL LENGTH OF SLAB). THE
CONCRETE SHALL MEET THE MINIMUM COMPRESSIVE STRENGTH
fc=4,000PSI AND THE REINFORCING SHALL MEET A YIELD
STRENGTH Fy=60,00 PSI.
2.EQUIPMENT AND PIPING ROTATED FOR CLARITY.
3.CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER
AND ACCESS HATCH MANUFACTURER FOR FINAL HATCH
DIMENSIONS TO ALLOW ADEQUATE CLEARANCE
(6" MIN.) FOR PUMP REMOVAL.
4.ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.
1
C-503
8
C-504
7
C-502
6
C-502
7
C-501 SUBMERSIBLE PUMP SPECIFICATIONS
Parameter LS No. 7 Pumps
Number of Pumps 2
Pump Type Standard Submersible
Type of Drive Constant Speed
Design Capacity per Pump, GPM/Ft.
TDH 1,058 / 70 1040 / 70
Minimum Shut Off Head, Ft.115 115
Run Out-Head, Ft.30 50
Minimum Capacity at Run-Out Head,
gpm 2,400 1,550
Minimum Efficiency at Design Capacity 77%73%
Minimum Size Solids, Passing, In.2.9 4.0
Minimum Discharge Size, In.4 6
Minimum Horsepower Per Pump, HP 34 28
Basis of Design Pump MFR & Pump
Model/Impeller
Flygt Model NP 3171
Series / 255 mm
XFP 150G-CB1.5-PE210 / 4
258mm
5
C-504 1 02/09/15 ADDENDUM 11
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CITY OF COCOA UTILITIES HANDBOOK
REVISED October 2013
- i -
TABLE OF CONTENTS
SECTION 1 RIGHTS AND RESPONSIBILITIES..................................................... 1
1.1 APPLICATION FOR SERVICE ............................................................................ 1
1.2 RIGHT OF WAY AND ACCESS ........................................................................... 1
1.3 RELOCATION OR ADJUSTMENT OF UTILITIES..................................................... 1
1.4 LIMITS OF LIABILITY ...................................................................................... 2
1.5 CUSTOMER FACILITIES .................................................................................. 3
1.6 FLORIDA STATUTE 812.14 TRESPASS AND LARCENY WITH RELATION TO UTILITY
FIXTURES ........................................................................................................... 3
SECTION 2 EXTENSION OF UTILITY SYSTEMS .................................................. 4
2.1 UTILITY SERVICE ........................................................................................... 4
2.1.1 Requirements ......................................................................................... 4
2.1.2 Costs ..................................................................................................... 4
2.1.3 Policy Exceptions ..................................................................................... 5
2.1.4 Conformance with Technical Provisions ...................................................... 5
2.2. UTILITY EXTENSION POLICY & PROCEDURE ...................................................... 5
2.2.1 Utility Extension Policy ............................................................................. 5
2.2.2 Utility Extension Procedure ....................................................................... 6
2.2.2.1 Initial Submittal ............................................................................................. 6
2.2.2.2 Final Submittal............................................................................................... 6
2.2.2.3 FDEP Permit .................................................................................................. 7
2.2.2.4 FDOT Permit .................................................................................................. 7
2.2.2.5 Requirement Letter ........................................................................................ 7
2.2.2.6 Payment of Charges ....................................................................................... 7
2.2.2.7 Preconstruction Meeting .................................................................................. 8
2.2.2.8 Material Inspection ......................................................................................... 8
2.2.2.9 Wet Taps....................................................................................................... 8 2.2.2.10 Open Ditch Inspection ................................................................................... 8
2.2.2.11 Pressure Test and Chlorination ....................................................................... 8
2.2.2.12 Bacteriological Testing .................................................................................. 9
2.2.2.13 FDEP Clearance ............................................................................................ 9
2.2.2.14 Final Inspection ............................................................................................ 9
2.2.2.15 Acceptance of Utility Extension ..................................................................... 10
2.2.2.16 As-Built Drawings ....................................................................................... 10
2.2.2.17 Bill of Sale ................................................................................................. 10
2.2.2.18 Easement .................................................................................................. 10
2.2.3 Non-Accepted Systems ........................................................................... 11
2.2.4 Private Utility Systems ........................................................................... 11
2.3 FIRE PROTECTION SYSTEM REQUIREMENTS .................................................... 11
SECTION 3 POTABLE WATER SERVICE ............................................................ 13
3.1 REQUIREMENTS AND REGULATIONS .............................................................. 13
3.1.1 Potable Water Service Policy ................................................................... 13
3.1.2 Resale of Water ..................................................................................... 13
3.1.3 Subserving by Customer ........................................................................ 13
3.1.4 Customer Facility Requirements .............................................................. 14
3.1.5 Backflow Prevention Assemblies .............................................................. 14
3.1.6 Curb Stops ........................................................................................... 14
3.1.7 Individual Meters ................................................................................... 15
3.1.8 Sizing of Meters .................................................................................... 15
3.1.9 Upsizing of Water Meters ........................................................................ 15
3.1.10 Separation of Meters ............................................................................ 15
3.1.11 Temporary Irrigation Meters .................................................................. 16
CITY OF COCOA UTILITIES HANDBOOK
REVISED October 2013
- ii -
3.1.12 Temporary Construction Meters ............................................................. 16
3.1.13 Temporary Jumper Meters .................................................................... 16
3.2 CROSS-CONNECTION CONTROL AND BACKFLOW PREVENTION .......................... 17
3.2.1 Cross-Connection Control Policy 17
3.2.2 Rules and Standards .............................................................................. 17
3.2.3 Backflow Prevention ............................................................................... 18
3.3 RATES, FEES, AND CHARGES ........................................................................ 18
3.3.1 Policy ................................................................................................... 18
3.3.2 Fire Protection Service Charge................................................................. 19
3.3.3 Impact Fees .......................................................................................... 19
3.3.4 Miscellaneous Water Service Charges ....................................................... 19
3.3.5 Administrative Charges .......................................................................... 20
3.3.6 Connection Charges ............................................................................... 21
3.3.7 Area-Specific Connection Charges ............................................................ 21
3.3.8 Deposits ............................................................................................... 21
3.3.8.1 Single-family Residential Customers: .............................................................. 21
3.3.8.2 Commercial and Multifamily Dwelling Accounts: ............................................... 22 3.3.8.3 Government Entities ..................................................................................... 22 3.3.9 Customer Accounts ................................................................................ 23
Exhibit A: RATES, FEES, AND CHARGES
Exhibit B: CUSTOMER SERVICE DIVISION POLICY MANUAL
Appendix 1: CONTACT LIST (Utilities Department telephone numbers)
Appendix 2: BACTERIOLOGICAL TESTING PROCEDURES BY PRIVATE LABORATORIES
Appendix 3: Florida Statutes 812.14 Trespass and larceny with relation to utility
fixtures.
CITY OF COCOA UTILITIES HANDBOOK
REVISED October 2013
- 1 -
SECTION 1 RIGHTS AND RESPONSIBILITIES
1.1 APPLICATION FOR SERVICE
Prior to making application for new service requiring utility construction, the
customer should contact the City of Cocoa (hereinafter “City”) Engineering Division for
requirements and costs associated with constructing a new utility service. The general
requirements are described in the City’s Technical Provisions for the Construction of the
Water Distribution System, the Water Reclamation System, and the Wastewater
Collection System (hereinafter “Technical Provisions”) and Standard Detail Drawings
which are available from the Engineering Division.
Application for water, waste water, or reclaimed water service from the City is
made through the Customer Service Division located at City Hall, 65 Stone Street, Cocoa,
Florida. A customer or a duly authorized agent may apply for service by mail, over the
telephone or internet, or in person, with proper identification. By applying for service, the
customer agrees to abide by all current and future provisions of this Utilities Handbook
(hereinafter “Handbook”).
1.2 RIGHT OF WAY AND ACCESS
As a condition of service, the customer grants to the Utilities Department all rights
and privileges necessary for the rendering of service. Utilities Department employees
must have access at all times to the City’s facilities located on the customer's premises.
Access is limited to the installation, operation, maintenance, inspection, and/or removal
of utility appurtenances. Failure to provide access to Utilities Department personnel is
grounds for discontinuance of service. The Utilities Department is not liable for trespass
during the performance of these activities. Vehicles or large movable objects that block
access to the utilities right-of-way may be towed at the customer’s expense.
1.3 RELOCATION OR ADJUSTMENT OF UTILITIES
Standard residential 3/4" and 1" meter relocations or adjustments with no
concrete or asphalt open cuts, no site restoration work, and less than ten feet in length
will be performed by the City at a cost as provided in Exhibit A Rates, Fees, and Charges.
Residential 3/4” and 1” meter relocations or adjustments that require a permit,
concrete or asphalt open cuts, site restoration work, or are longer than ten feet will
CITY OF COCOA UTILITIES HANDBOOK
REVISED October 2013
- 2 -
require a cost estimate from the Engineering Division and the customer will be required
to pay that cost prior to the work being performed by the City.
The City will not relocate or adjust 3/4” and 1” residential meters within
subdivisions currently being developed or within one year of acceptance by the City. The
owner must contact the developer who shall have its utility contractor relocate the meter
under the direct supervision of the Utilities Department.
When relocation or adjustment of the City's facilities is necessary for a multifamily
or commercial building due to a change in the customer's operation or construction or
due to a customer's request, such relocation or adjustment will be designed by an
engineer and constructed by a utility contractor provided by and paid for by the
customer. The relocation or adjustment will be in accordance with Section 2.2 Utility
Extension Policy & Procedure.
In the event that relocation of a customer's point of service (see Section 1.5) is
required by the City, a new on-site service line may be installed by a licensed plumber at
no cost to the customer. The customer will provide the necessary access to the property
for such an installation and will assume responsibility for same upon relocation.
The relocation work or connection of the customer’s facilities will be warrantied
for any defects in the construction for a period of one year. The City however
will not be responsible for cost associated with damage caused by natural
disasters, breaks, acts of God, misuse of the facilities, or any other cause beyond
the control of the Utilities Department.1.4 LIMITS OF LIABILITY
The Utilities Department will use reasonable diligence to provide dependable
service but DOES NOT GUARANTEE continuous and uninterrupted service.
The City is not liable for want of supply or for any occurrence, act, or omission
caused directly or indirectly by mechanical failure of equipment and/or facilities; repairs
or adjustments to its system; riots, strikes, civil unrest, insurrections; accident;
litigation; interference by Federal, State, or municipal governments; acts of God; acts of
the public enemy; or any other cause beyond the control of the Utilities Department. The
City reserves to itself full discretion in reducing the amount of water available, in serving
some customers to the exclusion of others, or, if necessary, in discontinuing water,
reclaimed water, or waste water services.
CITY OF COCOA UTILITIES HANDBOOK
REVISED October 2013
- 3 -
1.5 CUSTOMER FACILITIES
The City is not responsible or liable for the customer's utility system beyond the
following points of service:
Water: the meter and/or backflow prevention assembly
Reclaimed Water: the meter and/or curb stop
Waste water: the City’s sewer cleanout or the property line
Fire Protection/Suppression Systems: the meter, backflow prevention assembly, and
the bottom fitting in the ground downstream of the double detector check valve.
The City does not assume any responsibility for or liability arising because of the
condition of plumbing or apparatus on the premises of the customer. Metered water is the
property of the customer. The Utilities Department is not liable for loss or damage to any
person or property whatsoever resulting directly or indirectly from the use or misuse or
presence of metered water on the customer's premises.
1.6 Florida Statute 812.14 TRESPASS AND LARCENY WITH RELATION TO
UTILITY FIXTURES
The entire text of Florida Statute 812.14 is contained in Appendix 3. In summary,
it is unlawful to willfully alter or tamper with a utility meter, pipe, or other property
belonging to the utility; to connect to the utility without the utility’s consent; or to use
the utility without paying for the service. At its discretion, the City may prosecute in
criminal and/or civil court any person who violates this Statute.
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SECTION 2 EXTENSION OF UTILITY SYSTEMS
2.1 UTILITY SERVICE
2.1.1 Requirements
A customer desiring service that requires a main extension shall follow the Utility
Extension Procedure contained in this Article. The water meter must be set along the
frontage of the property being served. This includes flag lots and ingress/egress
easements. Existence of a private utility easement across adjacent properties does not
eliminate the requirement for a water main extension across the frontage of the property.
The water meter must remain with the property for which it is originally set. It must not
be relocated or transferred to another property.
Water main extensions must be completed and accepted by the Utilities
Department and cleared by the Florida Department of Environmental Protection (FDEP)
prior to furnishing utility service. Main extensions may be required to eliminate service
line crossings at major roads or to eliminate services connected to water transmission
mains. Water mains and reclaimed water mains must extend across the entire frontage of
all properties to be serviced and across all vehicle entrance ways of new subdivisions.
Off-site interconnections or tie-ins may be required, as deemed necessary by the
Engineering Division, to insure system integrity and eliminate dead-end systems.
Sewer mains must be extended, at the greatest depth possible, up to the nearest
lot line or across all entrance drives or streets. In areas where no gravity sewer exists,
the customer may be required to install a sewage pump station that meets the City's
specifications. Construction costs due to pumping capacity and manhole/wetwell depths
greater than customer requirements may be offset by the City. Location, depth, and
capacity of the pump station must be approved by the Utilities Department. Pump station
sites are to be deeded to the City and should be 50 feet by 50 feet in size unless
otherwise approved by the Engineering Division. Privately operated sewage pump
stations may be permitted if operation and maintenance are provided by the owner.
2.1.2 Costs
Main extensions are at the expense of those desiring service. The customer shall
engage private engineering and construction contractor services at his/her own expense.
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All plans and specifications are subject to the City's approval. The City reserves the right
to over-size or to require minimum sizes for any main extension or utility installation.
2.1.3 Policy Exceptions
Special cases that do not conform to normal conditions to which these policies
apply may be appealed to the City Manager. The City Manager, or a designee, may grant
exceptions to the policies to provide relief in cases where extenuating circumstances
justify such action. Exceptions are granted only on a case-by-case basis and are not to be
considered a change of policy or as setting a precedent.
2.1.4 Conformance with Technical Provisions
All utility system installations and extensions must be constructed in conformance
with the latest revision of the Technical Provisions and Standard Detail Drawings in effect
at the time plans were approved by the City. If over six months has elapsed since the
plans were approved by the City, all installations must conform to the revision of the
Technical Provisions and Standard Detail Drawings in effect as of the date of the pre-
construction conference. The materials and installation as described in the Technical
Provisions and Standard Detail Drawings take precedence over the engineer’s plans
unless approved in writing by the Engineering Division. The Technical Provisions,
Standard Detail Drawings, and a schedule of rates, fees, and charges are available at the
Engineering Division located at 351 Shearer Boulevard, Cocoa, Florida.
The constructed facilities are subject to inspections by City representatives for
compliance with the City's Technical Provisions, Standard Detail Drawings, plans, and
specifications. Ample notice and opportunity for inspection of new facilities, pipe, fittings,
connections, and thrust blocks must be provided by the contractor. All required testing
must be performed by the contractor in the presence of a City representative.
2.2. UTILITY EXTENSION POLICY & PROCEDURE
2.2.1 Utility Extension Policy
The City will accept for operation and maintenance utility extensions constructed
for the purpose of providing service to areas within the franchise boundaries of the City.
Utility extensions include water distribution systems, firelines, waste water collection
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systems, and reclaimed water distribution systems. The City is not obligated to accept
any extension or render service until the requirements contained in this section have
been met.
A Utility contractor is required for all main extensions and the main extension up to the
point of service for the fire line system. A fire line contractor is required for the
installation from the point of service for the fire line system and the DCDA
2.2.2 Utility Extension Procedure
Prior to any utility extension in the City’s service area, the City must review the
plans. A Plan Review Charge is collected in accordance with Exhibit A Rates, Fees, and
Charges. A check made payable to the City of Cocoa must be submitted with the plans
for review.
2.2.2.1 Initial Submittal
The City will perform a preliminary review of plans. Send one set of plans that
have been prepared, signed, and sealed by an engineer registered in accordance with
Florida Statutes to the Engineering Supervisor. The set must include water and or waste
water and or reclaimed plans showing the location of the mains, distance off proposed
pavement, size and type of mains, size and type of services, fire hydrant with hydrant
tees, gate valve locations, restrained pipe lengths, proposed length of pipe, locations of
other utilities; manholes, laterals, slope, water and sewer calculations, fire flow
calculations, Technical Provisions; and Standard Detail Drawings.
The City will send a letter to the engineer of record requesting revisions to the
plans, if necessary, or advising that the plans are acceptable and instructing the engineer
of record to submit the (revised) plans for final review.
2.2.2.2 Final Submittal
Send three sets of plans and FDEP permit applications that have been prepared,
signed (all with original signature), and sealed by an engineer registered in accordance
with Florida Statutes to the Engineering Supervisor. See above 2.2.2.1
If the mains will be installed within Florida Department of Transportation (FDOT)
right-of-way, a FDOT permit application must also be submitted. (See Section 2.2.2.4
FDOT Permit.)
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The City will review the final set of plans and, once acceptable, the Engineering
Division will approve the plans. Then a set of plans and the permit applications will be
sent to the Utilities Director for approval. Then the Engineering Secretary will advise the
engineer of record to pick up the approved plans and submit them to FDEP.
2.2.2.3 FDEP Permit
FDEP requires that the City’s Technical Provisions and Standard Detail Drawings
are included with the plans. The engineer of record is responsible for submitting the
approved set of plans and permit application to FDEP.
2.2.2.4 FDOT Permit
FDOT requires a permit for work within FDOT right-of-way that requires open
cutting or crossing of pavement or sidewalks. The permit application is prepared by the
engineer of record and submitted to the Engineering Division. The owner/developer shall
sign the City’s Construction Agreement and the owner/developer shall have the City’s
Hold Harmless and Indemnification Agreement signed by all contractors and
subcontractors that will provide preparation, installation, and clean-up of the utility work
within the FDOT right-of-way. The agreements must be approved by the City Manager.
Then the permit application will be signed by the Utilities Director or designee and
forwarded to FDOT.
2.2.2.5 Requirement Letter
The City will send a requirement letter to the engineer of record once the City has
received the FDEP permit. The requirement letter outlines all the items necessary for
acceptance of the utility extension and lists the fees and charges due including impact
fees, meter charges, and backflow prevention assembly charge.
2.2.2.6 Payment of Charges
Prior to preconstruction for the new utility system, payment of the following
charges is required: Jumper Meter Installation Charge, all Painting Charges, and Fire
Protection Service Charge.
Connection Charges must be paid with the meter installation charge.
The Meter Installation Charge can be paid before or after utility system
acceptance. However, the meter will not be installed until the utility system has been
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accepted for service by the Utilities Department. The customer should allow two to four
weeks after the utility system is accepted for meter installation.
2.2.2.7 Preconstruction Meeting
A preconstruction meeting is required prior to installation of a utility extension.
The utility contractor and his/her field Superintendent is required to attend this meeting
and provide proof of registration as a State-certified underground utility contractor. The
meeting is held in the Utilities Administration Building at 351 Shearer Blvd., Cocoa. The
utility contractor is responsible for arranging the meeting time with the Inspection
Supervisor. It is recommended that the engineer of record and the project owner attend
this meeting. The preconstruction meeting will cover the schedule for payment of fees
and charges, materials and installation, the contractor’s installation schedule, inspection,
testing, and acceptance of the utility system.
2.2.2.8 Material Inspection
An inspection of all material is required before it is installed. The utility contractor
is responsible for scheduling this inspection with an Engineering Inspector.
2.2.2.9 Wet Taps
All wet taps will be performed by a private tapping contractor that must be on the
City’s list of approved tapping contractors.
2.2.2.10 Open Ditch Inspection
After the utility extension has been installed, an open ditch inspection is required
prior to backfilling the trench. The utility contractor is responsible for scheduling this
inspection with an Engineering Inspector. The Inspector will check pipe installation and
conformance with plans and specifications.
2.2.2.11 Pressure Test and Chlorination
After the utility extension has been installed and backfilled, all mains shall be
swabbed. Foam swabs shall be flushed through the new mains. The swabbing shall be
done by the contractor under the direct supervision of the Engineering Inspector . After
swabbing, a pressure test is required. The water system is tested at 150 psi for two
hours to test for leakage and structural soundness. The first hour is to be witnessed by
the utility contractor; the last hour is to be witnessed by the City’s Engineering
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Inspector and the utility contractor. The utility contractor is responsible for scheduling
this test with an Engineering Inspector.
After the pressure test is successfully completed, the water line and
appurtenances must be chlorinated. Disinfection will conform to the applicable provisions
of American Water Works Association Specification C-651. The chlorine solution must
remain in the pipe for at least 24 hours before flushing. No flushing is allowed between
bacteriological sampling. All Chlorinated water is required to be de-chlorinated prior to
discharge.
2.2.2.12 Bacteriological Testing
A bacteriological test will be performed by a private laboratory in accordance with
the City’s “Bacteriological Testing Procedures By Private Laboratories” (Appendix 2).
2.2.2.13 FDEP Clearance
Clearance from FDEP is required before the temporary jumper can be removed.
The engineer of record shall submit to the City a completed FDEP form “Certification of
Construction Completion and Request for a Letter of Clearance to Place a Public Drinking
Water Facility into Service” (Clearance Form) and, if a general permit was obtained from
FDEP, as-built drawings that have been signed (original signature) and sealed by the
engineer of record.
The City will attach a copy of the FDEP permit, pressure test sketch showing the
sample points, bacteriological test results, and a copy of the as-built drawings, if
required, to the Clearance Form. The Clearance Form is then approved by the Utilities
Director and mailed to FDEP. Submittal of the Clearance Form by the engineer of record
to the City is time sensitive since the bacteriological test results cannot be older than 60
days by the time they are received by FDEP.
2.2.2.14 Final Inspection
After all tests of the utility extension have been successfully completed, a final
inspection must be scheduled. The final inspection consists of checking for concrete
valve pads, blue reflectors at the fire hydrants, meter boxes installed to grade, curb stops
properly installed in the meter boxes, service line locations marked on the curb, all valves
are open, and proper paint used on items that require painting. The utility contractor is
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responsible for scheduling this inspection with an Engineering Inspector. It is
recommended but not required that the utility contractor be present for the final
inspection. The City will send a letter to the utility contractor if any discrepancies are
found.
2.2.2.15 Acceptance of Utility Extension
After the utility extension has been properly installed and successfully tested in
accordance with the Utility Extension Policy, and after all required documents described
below have been received by the City, the City will send a letter of acceptance to the
owner.
2.2.2.16 As-Built Drawings
The City requires three sets of as-built drawings (“as-builts”) signed (all with
original signature) and sealed. The as-builts can be certified by a Florida-registered
surveyor or the engineer of record as to the accuracy of the information supplied. The
engineer of record must certify that the utility extension has been installed in accordance
with the approved plans and specifications. The information provided on the as-built
drawings must conform to the City’s latest Technical Provisions and Standard Detail
Drawings.
2.2.2.17 Bill of Sale; Maintenance Bond/Security.
The Bill of Sale conveys ownership of the utility extension to the City so the City
can operate and maintain the system. The City’s Bill of Sale form must be completed by
the owner of the project and submitted to the City. In addition, the City reserves the
right to require a maintenance bond or some other security covering the utility extension
for a period of up to two (2) years depending on the specifications of a particular
extension. The bond or other form of security must be in a form deemed acceptable to
the City.
2.2.2.18 Easement
If the utility extension is installed on private property, a Water Line and
Ingress/Egress Easement is required. The Water Line Easement is to be a 15-feet-wide
surveyed easement centered over the utility extension. The Ingress/Egress Easement is
usually for the entire property and allows the City to enter the property to operate and
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maintain the water line. The City’s Easement form must be completed by the owner of
the project and submitted to the City. The City sends the Easement to the Brevard
County Clerk of Court for recording.
2.2.3 Non-Accepted Systems
The City is not obligated to repair or to provide field locations on any system that
has not been accepted for operation and maintenance. No connections will be made to
and no meters will be installed on any system until after the system is accepted and all
applicable charges have been paid to the City.
2.2.4 Private Utility Systems
Private utility systems are generally discouraged by the City. However, in those
cases where a privately-owned and maintained system has been permitted, the owner of
such system must file an affidavit of ownership and maintenance with the City. This
affidavit must include the owner's name, address, telephone number, and after-hours
emergency telephone number.
City inspectors have the right to inspect any portion of the private system for
excessive leakage or non-approved connections. Any deficiencies noted must be
corrected within ten days of written notice by the City.
2.3 FIRE PROTECTION SYSTEM REQUIREMENTS
The City provides water service for fire protection. On public, commercial, and
multifamily residential fire protection systems, the City requires a double check detector
assembly ( DCDA), the size of which has been determined by a private fire protection
system Engineer. The City is responsible for operating and maintaining its water system
up to and including the DCDA piping leg and in-ground 90-degree or 45-degree fitting on
the customer’s side of the DCDA. The City has determined the point of service for the
fire line system to be the gate valve installed at the fitting upstream of the DCDA. A
fire line contractor is required for the installation of the DCDA.
The fire protection system design must include a safety factor of five psi.
Materials for and installation of the DCDA shall be in accordance with Section 2.2 Utility
Extension Policy & Procedure and the City’s current Technical Provisions and Standard
Detail Drawings.
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The City charges a Fire Protection Service Charge in accordance with Exhibit A
Rates, Fees, and Charges. The customer must pay the first year’s Fire Protection Service
Charge prior to the preconstruction meeting for the utility extension.
For new systems, the Contractor will test the DCDA and provide the backflow
certification to the City’s Engineering Division. If the test fails, the customer’s contractor
must have the DCDA repaired by a licensed backflow technician and re-test the DCDA.
The City charges a Fire Line Painting Charge in accordance with Exhibit A Rates,
Fees, and Charges. The customer must pay the Fire Line Painting Charge prior to the
preconstruction meeting for the utility extension. After acceptance, the City will paint the
fire line.
For existing fire protection systems, the Water Field Operations is responsible for
operating, maintaining, repairs, and testing of the existing DCDA. Customers requiring
repair, maintenance, operation, or testing of the existing DCDA shall contact Water Field
Operations located at 351 Shearer Boulevard, Cocoa, Florida.
Private fire line contractors are prohibited from operating, maintaining, repairing,
and testing DCDA owned, operated, and maintained by the City of Cocoa except as
authorized by Water Field Operations. The City will not be responsible for any cost
incurred by the customer for unauthorized work on the DCDA.
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SECTION 3 POTABLE WATER SERVICE
3.1 REQUIREMENTS AND REGULATIONS
3.1.1 Potable Water Service Policy
Properties within the City’s franchise area are eligible for connection to the potable
water system on a first-come first-served capacity-available basis. As deemed necessary
by the Utilities Director, some projects may require off-site improvements or hydraulic
studies to assess the impact of the proposed service on existing customers. All costs for
studies or off-site improvements will be paid by the customer.
3.1.2 Resale of Water
Water service obtained from the City is to be used by the customer only, for the
purpose specified in the application for service, and cannot be resold. Water service is
furnished directly to the customer through the City’s individual meter. It is for the
customer's sole use and is not to be re-metered by the customer for the purpose of
selling water service at a profit to lessees, tenants or others. Re-metering for the purpose
of equitable distribution of water and sewer service costs is allowed so long as the
charges reflect the amount charged by the City.
3.1.3 Subserving by Customer
The customer will not build or extend water lines across or under a street, alley,
lane, court, avenue, across property lines or in any other way in order to furnish service
through one meter to more than one property. Serving more than one property is not
allowed even though such adjacent property is owned by the customer. An exception to
this policy may be requested in writing from the Utilities Director. Written consent for the
exception will be given only when such adjacent properties are operated as one integral
unit under the same name for carrying on parts of the same business. When and if such
consent is given, the customer must obtain any necessary State, county, or municipal
permits. All construction must be in accordance with applicable codes, installed by duly
licensed professionals, and subject to applicable inspection procedures. Service is
furnished only to the property immediately adjacent to the meter. If the customer
subdivides a property that has a single water service (meter), the existing water service
will be used to serve the property immediately adjacent to the meter. The remaining
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subdivided properties must be provided with individual service lines and meters at the
owner’s expense. A water main extension may be required in order to provide service to
the customer's subdivided property. If a main extension is required in order to provide
service to a property, refer to Section 2.2 Utility Extension Policy & Procedure.
3.1.4 Customer Facility Requirements
All on-site service lines and plumbing are to be installed in accordance with these
requirements and regulations and in compliance with the latest guidelines of local codes
and inspection authorities. All installations must be inspected and approved by an
authorized inspector as required by law. The Utilities Department may deny service to
any new or altered installation or it may disconnect service to any existing installation
that, in the opinion of the Utilities Department, constitutes a hazard to the public, to
other customers, or to its employees.
3.1.5 Backflow Prevention Assemblies
Backflow prevention assemblies are to be installed to provide protection to the
water system and to comply with local and State regulatory authorities and the City's
Cross-Connection Control and Backflow Prevention Policy contained herein (Section 3.2).
3.1.6 Curb Stops
The City is responsible for the use and maintenance of the water service lines up
to and including the backflow prevention assembly. The curb stop is a mechanism used
by the City to regulate the flow of water to the meter and is City property. It is the City’s
option to grant permission to the customer to turn the curb stop on or off for emergency
repairs or after-hour turn-on when water is running. The curb stop is not designed to be
used as a faucet and frequent use may damage the device. A damaged curb stop will be
repaired or replaced at the discretion of the City. The customer may be charged the
actual cost of repair or replacement at the discretion of the City.
It is recommend that a customer have a shut off valve installed downstream of
the meter and backflow preventer, at the customer’s expense. A house valve is also
recommended. A house valve is an in-line connection and handle on the water service
line from the meter to the house. It is usually located on the exterior of the house near
an outside faucet or hose bib but can be located internally near a water heater or clothes
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washer hookup. By turning the handle, the customer can shut off the water supply to
the house in an emergency or to make repairs.
3.1.7 Individual Meters
Individual meters are required for all new residential service connections with the
following exceptions:
High-rise (three stories or greater) condominiums
Short-term rental units and travel trailer parks
Special cases as approved in writing by the Utilities Director
3.1.8 Sizing of Meters
Water meters will be sized according to the guidelines stated in the American
Water Works Association manual M22, Sizing Water Lines and Meters. The engineer of
record shall complete the calculation for sizing the meter. The engineer shall provide the
calculations to the Utilities Department for approval. If deemed necessary by the Utilities
Department, the owner shall provide to the Utilities Department access to the property to
evaluate the water usage requirements. The minimum size meter, as calculated, will be
installed. No over-sizing of meters will be permitted.
3.1.9 Upsizing of Water Meters
If requested by a commercial or multifamily residential customer and justified
according to Section 3.1.8 Sizing of Meters, the customer may replace an existing meter
with a larger meter. Installation of upsized service piping shall be in accordance with
Section 1.3 Relocation or Adjustment of Utilities. The customer shall be required to bring
the service up to current standard requirements at the customer’s expense. Current
standard requirements may include, but are not limited to, installation of a backflow
prevention assembly and conversion of below-ground to above-ground installation in
accordance with the Technical Provisions. Meters will not be upsized for billing purposes.
3.1.10 Separation of Meters
A commercial or multifamily residential customer who desires to install individual
3/4" meters in lieu of an existing master meter 1" or larger may be allowed to do so in
accordance with Section 1.3 Relocation or Adjustment of Utilities. A commercial or
multifamily customer who desires to install meters for the purpose of establishing a
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separate billing of non-irrigation flows may do so as long as the flows do not enter the
waste water collection system. Installation of the service shall be in accordance with
Section 1.3 Relocation or Adjustment of Utilities. In either case, the customer is
responsible for reconnection of individual plumbing to the new meters. Payment of
impact fees will not be required unless the use of the property has changed and will
result in increased water demands. Other charges may apply.
3.1.11 Temporary Irrigation Meters
At the sole discretion of the Utilities Director, temporary irrigation meters may be
installed and utilized. The temporary irrigation meters may be in the form of temporary
construction meters as described in this Handbook. Each temporary irrigation meter
request will be evaluated on a case-by-case basis and each granting shall include a
specified time period. Permanent irrigation meters will not be permitted.
3.1.12 Temporary Construction Meters
Temporary construction meters are subject to the following requirements:
Temporary construction meters will have a specified time period of 90 days.
Extensions of time maybe granted if requested in writing with proper justification.
Temporary construction meters will be located, at the discretion of the Utilities
Department, on the nearest acceptable fire hydrant or 2" blow-off and secured by a
chain and lock.
Temporary construction meters will be installed for construction purposes only.
Meters permanently mounted on spray trucks for tank filling purposes are exempt
from these restrictions. Meters mounted on water trucks are subject to these
restrictions.
Temporary construction meters will not be utilized for irrigation purposes or for
domestic supply purposes.
Temporary construction meters will be removed or relocated only by Utilities
Department personnel.
Repairs necessitated by abuse of a temporary construction meter will be charged
against the customer's deposit.
3.1.13 Temporary Jumper Meters
A temporary jumper meter shall be installed at a tie-in valve of all new water
main extensions. All swabbing, flushing, and testing operations will be accomplished
through the jumper meter. The jumper meter is to be used only for the swabbing,
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flushing, and testing of the new water main extension. It shall not be used as a
construction meter for the project. If any utility contractor or subcontractor connects to
the new system, whether it has a jumper meter or not, the connection will be
disconnected and the utility contractor will be billed for an illegal connection. This may
lead to a delay in the acceptance of the water system for service, thereby delaying the
permanent meter installation.
The jumper meter installation shall be in accordance with the City’s Standard
Detail Drawings. It shall consist of 2” galvanized pipe and fittings, a 3” meter supplied
by the City (paid for by the developer or contractor), and a 2” double check valve
supplied by the contractor. The contractor shall install the jumper meter assembly. All
tie-in valves shall be locked by the contractor with the chains and locks supplied by the
City. After installation of the jumper meter assembly, the contractor shall have the 2”
backflow prevention assembly tested by a State-licensed backflow testing company to
assure that it is functioning properly. A copy of the testing report must be supplied to
the City.
3.2 CROSS-CONNECTION CONTROL AND BACKFLOW PREVENTION
3.2.1 Cross-Connection Control Policy
The potable water supply must be protected from the possibility of contamination.
Non-potable sources of water or harmful substances must be prevented from entering the
potable water system. The Utilities Department promotes the avoidance, prevention, and
elimination of cross-connections. It provides for a continuing program of cross-connection
education, prevention, detection, and control. This program is intended to prevent water
that has passed from the public distribution system into the private plumbing and fire
protection systems from re-entering the public system. The City charges an annual Cross
Connection Control Program Administration Charge, in accordance with Exhibit A Rates,
Fees, and Charges, to administer this ongoing program required by federal and state
regulations.
3.2.2 Rules and Standards
The most current edition of the following codes, rules, and standards are adopted
as a part of Cocoa's Cross-Connection Control Program:
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Florida Administrative Code (FAC) 62-550.200(22) defining cross-connections; FAC
62-555.360 prohibiting cross-connections and providing a routine Utilities
Department program for the detection and prevention of cross-connections; FAC 62-
610 establishing rules for reclaimed water systems serving potable water customers.
Florida Building Code Plumbing Volume, Section 608.8, requiring identification of
potable and non-potable water distribution systems either by color marking or metal
tags.
American Water Works Association (AWWA) manual M14 providing recommendations
for organizational background for a cross-connection control program.
The Foundation for Cross-Connection Control and Hydraulic Research (University of
Southern California) manual Cross Connection Control for the approval of backflow
prevention assemblies.
The Code of Ordinances of the City of Cocoa, Chapter 22, setting forth rules for
alternative water service and providing for discontinuance of water service to
properties not in compliance with the rules.
3.2.3 Backflow Prevention
The Water Field Operations is responsible for the education and training of
personnel for the testing, installation, and maintenance of all backflow prevention
assemblies (including fireline backflow devices). This division records material and
equipment installation and inspection data. Surveys are performed at the premises of
existing and new customers to detect actual or potential cross-connections.
The customer is liable for the initial installation cost of a backflow prevention
assembly, which cost must be paid in advance of installation.
The City maintains backflow prevention assemblies that meet the City's
requirements and charges an annual Backflow Assembly Testing & Maintenance Charge in
accordance with Exhibit A Rates, Fees, and Charges.
3.3 RATES, FEES, AND CHARGES
3.3.1 Policy
Prior to obtaining utility service, the customer must pay all required connection
charges, impact fees, and deposits. No free connections or service not in accordance with
the established rate schedule will be furnished. In the event water or related services are
requested in a form that is not addressed by City Code or this Handbook, the City
Manager or designee will establish charges that are in accordance with the City's bond
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covenants. All users of the utility services provided by the City will pay rates, fees, and
charges as established from time to time by the City Council by resolution. See Exhibit A
Rates, Fees, and Charges for a complete listing, details, and specific amounts.
3.3.2 Fire Protection Service Charge
The City charges an annual Fire Protection Service Charge for all fire lines in the
City’s water system. This charge covers testing and maintenance of the fire line and
backflow prevention assembly. Prior to the preconstruction meeting for installation of a
new fire line, the first year’s charge must be paid. After the initial payment, the charge is
billed monthly on the water bill.
3.3.3 Impact Fees
Water service customers who require new connections or increased meter size
must pay a non-refundable, non-transferable impact fee based on the number of
Equivalent Residential Connections (ERC’s). For water, an ERC is defined as an average
daily flow of 265 gallons per day. ERC’s are determined in accordance with the following
schedule:
Unit Description ERC/Unit
Single Family Residence 1.00 ERC
Apartment or Condo: 1 Bath 0.80 ERC
Apartment or Condo: 2 or more Bath 1.00 ERC
Hotel/Motel 0.60 ERC
Commercial, Industrial, Institutional and Residential not Previously Described: Estimated
flows (gallons per day) divided by 265 gallons per day equals the number of ERC’s.
The Engineering Division or designee may utilize the following methods to
formulate an estimate:
1. Flow submitted on Brevard County’s Concurrency Evaluation form or FDEP
construction permit application as calculated and certified by a registered engineer or
architect.
2. Flow calculated from data contained in Florida Administrative Code 64E-6.008, Table
I “For System Design”.
3. Metered flow data documented by the most recent 12-month flow history of four
similar establishments.
3.3.4 Miscellaneous Water Service Charges
Additional charges related to water service are established from time to time by
the City Council by resolution and include the following:
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meter calibration
temporary construction meter installation
temporary jumper meter installation
meter installation
standard meter relocation
service line installation
spray truck meter installation
meter change-out
backflow prevention assembly installation
new fire hydrant
hydrant residual flow test
backflow prevention assembly testing & maintenance
water used during construction
plan review and construction inspection
fire line painting (finish coat)
meter station painting (finish coat)
Port Canaveral access
Cross-Connection Control Program administration
3.3.5 Administrative Charges
Additional charges related to customer service are established from time to time
by the City Council by resolution and include the following:
Non-Payment Processing Charge. Charge for processing turn-offs for non-
payment. This charge covers the administrative and field service costs to collect the
delinquent amount.
Meter Removal Charge. If a meter is removed for non-payment or tampering, a
Meter Removal Charge will be billed at the time of removal and must be paid prior to
obtaining further service.
Check Service Charge. For returned checks or bank drafts, this charge covers the
cost of processing the returned item.
Administrative Service Charge. A non-refundable charge will be made for
establishing service to new or transferred accounts.
Tampered Meter Charge. When a meter has been turned off for non-payment and
the lock or cap has been removed, broken, or tampered with and the water has been
turned back on by the customer, the customer will be charged on the next bill. Legal
action may also be taken at the discretion of the Utilities Director. See Appendix 3:
F.S. 812.14.
Unmetered (illegal) Usage Charge. City staff will estimate the volume of water
illegally used. That usage (minimum of 100,000 gallons) plus incidental costs to end
the illegal usage and investigate the incident will be billed to a customer found to
have an unmetered connection to the City's water system. Legal action may also be
taken at the discretion of the Utilities Director. See Appendix 3: F.S. 812.14.
Late Payment Charge. All bills not paid by the due date will incur a Late Payment
Charge.
Customer-Requested Re-read Charge. A charge on the bill for a customer-
requested re-read of the meter. If the meter was read incorrectly, this charge will be
waived.
Recording Cost Recovery Charge. This charge is billed to the property owner to
recover the actual amount paid by the City to Brevard County to record legal
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documents such as a Lien or Release of Lien. The amount billed may be adjusted
administratively to match Brevard County’s fee schedule.
Trip Charge. This cost recovery charge is billed after each trip to perform a field
service requested by the customer other than (a) to initiate or relocate service
(covered by other charges), (b) for a customer-requested re-read, and (c) to turn
off/turn on for leak repair (courtesy of the City).
Meter Lock Charge. This cost recovery charge is billed to the customer to recover
the costs to install a padlock, instead of a pin lock, when requested by the customer
or when required to deter meter tampering.
Telephone (Credit Card) Processing Charge. This cost recovery charge is billed
to the customer to recover the administrative in-house costs for a customer service
representative to process a credit card payment received over the telephone. It does
not recover the fee charged by the credit card company.
3.3.6 Connection Charges
The following charges are determined by cost estimate developed by the
Engineering Division or designee and may apply to connections for service: permit fees
to other agencies, over-sizing of service lines, asphalt or concrete restoration, and
density testing for FDOT open cuts.
3.3.7 Area-Specific Connection Charges
All developers in areas subject to a connection charge who apply for water meters
must pay to the City the area specific connection charge per ERC. The area-specific
connection charge must be paid at the time the meter application is made:
All area-specific connection charges are available for review at the office of the
Engineering Division located at 351 Shearer Boulevard, Cocoa, Florida.
3.3.8 Deposits
A deposit is required for all water and sewer customers of the City except as
specified below. Interest on deposits is credited to customer accounts quarterly. Upon
termination of the account, any deposit held by the City will be applied against the final
bill. Any remaining balance will be forwarded to the customer of record.
3.3.8.1 Single-family Residential Customers:
A new single-family residential customer must pay a deposit unless he/she:
A. Has been a customer of any water utility in the United States within 120 days of
application to the City; and
B. Can provide a letter of reference from the utility showing that he/she has met the
following criteria:
1. Has been a customer for a minimum of 12 consecutive billings; and
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2. During the last 12 billings, had none of the following:
- Involuntary processing for non-payment or
- Two or more dishonored checks.
A current single-family residential customer transferring service to a new
location on the City’s system will not be required to pay a deposit if he/she
meets the following criteria:
A. Has been a customer of the City for a minimum of 12 consecutive billings; and
B. During the last 12 billings, had none of the following:
- Involuntary processing for non-payment or
- Two or more dishonored checks.
A current single-family residential customer who does not have a deposit on
his/her account will be billed a deposit if within any consecutive 12-month
period:
A. The service is processed for non-payment or
B. Two or more checks are dishonored.
A deposit on a single-family residential account will be applied to the active
account when the following criteria are met:
A. The customer has been a customer for and has paid a minimum of 12 consecutive
billings; and
B. During the last 12 billings, had none of the following:
- Involuntary processing for non-payment or
- Two or more dishonored checks.
3.3.8.2 Commercial and Multifamily Dwelling Accounts:
A. A deposit is required for all commercial and multifamily dwelling accounts metered by
a master meter, without exception. Deposit requirements are reviewed when an
existing customer terminates service or if service has been terminated by the City for
non-payment to determine if the deposit requirement is adequate. The new customer
will be required to place a deposit equal to two and one-half times the average
monthly billing based on the previous six months billings. The City may periodically
review commercial deposits. If the deposit exceeds two and one-half times the
average monthly billing based on the previous six months billings, the amount in
excess of two and one-half times the average monthly billing may be applied to the
bill. If the deposit is less than two and one-half times the average monthly billing
based on the previous six months billings, the City has the option of billing the
difference.
B. The deposit requirement for a multifamily dwelling account with individual meters is
the same as the deposit requirement for a single-family residential account.
C. A deposit received for a commercial account will be returned only upon termination of
the account.
3.3.8.3 Government Entities
All government entities are exempt from the deposit requirement.
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3.3.9 Customer Accounts
Customers are billed on a cyclical basis twelve times per year at approximately
monthly intervals. The Fixed Monthly Charge (base rate) is prorated. Bills are due twenty
days after the billing date. Failure to receive a bill will not avoid the necessity of
payment. Should the bill not be paid in time to be credited to the account prior to the
following month's billing, the subsequent bill will indicate the amount due for the current
month and the unpaid charges from the previous month (noted as "previous balance").
Delinquent notices are courtesy reminders that are sent to all customers with outstanding
balances not paid within 45 days of the date of the original bill. Delinquent notices carry
a past due date that is seven days from the billing date of the delinquent bill. If the past
due amount on a delinquent statement is not paid by the past due date, service will be
processed for non-payment. Once service has been processed for non-payment, the full
amount outstanding (current charges plus previous charges) must be paid before service
will be restored. A Non-payment Processing Charge will be charged to the customer on
the next bill to cover the administrative and field service costs to collect the delinquent
amount.