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GENERAL UTILITY NOTES:
<br />1. ALL UTILITY WORK SHALL CONFORM TO THE CITY OF ZEPHYRHILLS
<br />UTILITY DEPARTMENT STANDARDS. THE MOST CURRENT STANDARDS AND
<br />SPECIFICATIONS IN FORCE AT THE TIME OF CONSTRUCTION SHALL BE
<br />USED. SEE STANDARDS FOR APPROVED EQUIPMENT/MANUFACTURE LIST.
<br />2. ALL VALVES, SERVICES, HYDRANTS, FITTINGS, ETC., ARE NOT DRAWN TO
<br />SCALE BUT ARE SHOWN FOR SCHEMATIC PURPOSES ONLY.
<br />3. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE REGRADED
<br />AND SODDED TO PRE -CONSTRUCTION CONDITIONS.
<br />4. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE
<br />APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY
<br />THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE
<br />CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES
<br />(NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION.
<br />SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM
<br />THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND
<br />ADJUSTMENTS, AS REQUIRED.
<br />5. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE
<br />CONTRACTOR 72 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING
<br />THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT.
<br />6. LANDSCAPE AREAS SHALL BE IRRIGATED, IRRIGATION SYSTEM TO BE
<br />DESIGNED BY OTHERS.
<br />7. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL
<br />CONFORM TO CURRENT FDEP STANDARDS FOR LEAD CONTENT.
<br />8. ALL PIPE AND FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE
<br />COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH
<br />62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR
<br />FOR WATER. UNDERGROUND PLASTIC PIPE SHALL BE SOLID -WALL BLUE
<br />PIPE.
<br />9. THE WATER SYSTEMS SHALL BE CONSTRUCTED TO PROVIDE ALL
<br />APPLICABLE STANDARDS IN CHAPTER 62-550, F.A.C. AND THE
<br />REQUIREMENTS OF CHAPTER 62-555, F.A.C.
<br />10. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH
<br />STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE AMERICAN WATER
<br />WORKS ASSOCIATION STANDARDS AS INCORPORATED INTO RULE
<br />W
<br />62-555.330, F.A.C., IF APPLICABLE. THE DEPARTMENT SHALL ALLOW USE
<br />OF PIPE AND APPURTENANCES THAT DO NOT CONFORM TO THESE
<br />T
<br />STANDARDS ONLY IF DOCUMENTATION IS PROVIDED IN ACCORDANCE WITH
<br />'-
<br />PARAGRAPH 62-555.320(21)(C), F.A.C.
<br />11. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH
<br />STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE NSF
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<br />INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, FAC.,
<br />3
<br />OR OTHER STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED
<br />UNDER PARAGRAPH 62-555.320(3)(B), F.A.C., IF APPLICABLE. THE
<br />DEPARTMENT SHALL ALLOW EXCEPTIONS TO CONFORMANCE WITH THESE
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<br />STANDARDS, REGULATIONS OR REQUIREMENTS ONLY IF DOCUMENTATION
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<br />AND ASSURANCE IS PROVIDED IN ACCORDANCE WITH PARAGRAPH
<br />62-555.320(3)(D), F.A.C.
<br />12. ALL WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER
<br />C
<br />62-555.314, FAC, AND ANY UPDATES TO THE FAC, AND IN
<br />CONFORMANCE WITH ALL SEPARATION REQUIREMENTS AS FOUND THEREIN.
<br />0
<br />13. #8 TRACER WIRE AND WARNING TAPE REQUIRED FOR ALL NON-METALLIC
<br />as
<br />PIPE.
<br />14. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL BENDS, WYES, TEES,
<br />CAPS, VALVES, HYDRANTS AND REDUCERS. IF ANY JOINTS ARE WITHIN
<br />THE REQUIRED RESTRAINED LENGTH THEY SHALL BE RESTRAINED WITH A
<br />RESTRAINING HARNESS AS REQUIRED.
<br />15. THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF ALL SCHEDULED
<br />An
<br />INSPECTIONS AND OR TESTS OF THE SYSTEM.
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<br />16. THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF COMMENCEMENT OF
<br />`o
<br />CONSTRUCTION 48 HOURS BEFORE CONSTRUCTION BEGINS.
<br />17. ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE STANDARDS AND
<br />CODES OF FDEP. AND THE CITY OF ZEPHYRHILLS.
<br />18. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED AS A MIN.
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<br />DISTURBED AREA IN R/W SHALL BE SODDED
<br />v
<br />19. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND
<br />STRUCTURES PRIOR TO CONSTRUCTION COMMENCEMENT.
<br />0
<br />20. CONNECTION INTO EXISTING CITY OWNED SYSTEMS SHALL BE VIA WET
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<br />TAP. WET TAPS SHALL BE PERFORMED BY THE CITY OF ZEPHYRHILLS AT
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<br />THE DEVELOPERS EXPENSE. MATERIAL FOR WET TAPS LARGER THAN 2"
<br />8
<br />SHALL BE PROVIDED AND INSTALLED BY THE PROJECT CONTRACTOR.
<br />3
<br />EXCAVATION, BACKFILL AND SURFACE RESTORATION SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR.
<br />3
<br />SITE SPECIFIC UTILITY NOTES:
<br />3
<br />1. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND
<br />MAINTAINED BY THE CITY.
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<br />2. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH CITY STANDARDS.
<br />0
<br />3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND/OR UNDERGROUND
<br />STRUCTURES PRIOR TO CONSTRUCTION. AND NOTIFY ALL UTILITIES 48
<br />to
<br />HOURS PRIOR TO CONSTRUCTION COMMENCEMENT.
<br />4. ANY EXISTING WELLS SHALL BE ABANDONED BY A LICENSED WATER WELL
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<br />8
<br />CONTRACTOR IN ACCORDANCE WITH RULES 4OD-3 AND 17-21.10(4),
<br />NM
<br />F.A.C.
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<br />5. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO CITY OF
<br />m
<br />ZEPHYRHILLS AND FDEP STANDARDS.
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<br />6. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE CITY
<br />OF ZEPHYRHILLS 'TECHNICAL STANDARDS FOR WATER DISTRIBUTION
<br />a
<br />SYSTEM, LATEST EDITION."
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<br />7. FIRE PROTECTION PROVIDED BY CITY OF ZEPHYRHILLS FIRE DEPT. VIA
<br />0
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<br />PROPOSED FIRE HYDRANTS.
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<br />8. A CITY/COUNTY RIGHT OF WAY PERMIT (BY CONTRACTOR) SHALL BE
<br />OBTAINED FOR ANY WORK WITHIN CITY/COUNTY RIGHT OF WAY.
<br />a'
<br />9. WATER SYSTEMS SHALL BE TESTED TO A MINIMUM OF 150 PSI FOR
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<br />TWO-HOUR DURATION AS PER AWWA C-600 STANDARDS.
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<br />BACTERIOLOGICAL SAMPLING AND TESTING:
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<br />A. IN ACCORDANCE WITH RULE 62-555.340 FAC, THE CONTRACTOR SHALL
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<br />COLLECT AND DELIVER REQUIRED SAMPLES TO A CERTIFIED LABORATORY AND
<br />OBTAIN A BACTERIOLOGIC QUALITY TEST TO DEMONSTRATE THE ABSENCE OF
<br />COLIFORM ORGANISMS IN EACH SEPARATE SECTION OF THE PIPELINE AND IN
<br />T
<br />EACH STRUCTURE AFTER CHLORINATION AND REFILLING.
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<br />1. FOR WATER MAINS, COLLECT AT LEAST ONE SET OF SAMPLES FROM
<br />m
<br />EVERY 1,200 FEET OF THE NEW WATER MAIN, OR AS REQUIRED BY THE
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<br />DEPARTMENT OF HEALTH, PLUS ONE SET FROM THE END OF THE LINE AND
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<br />AT LEAST ONE SET FROM EACH BRANCH. AT EACH CONNECTION TO AN
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<br />EXISTING PIPELINE, TAKE TWO ADDITIONAL SAMPLES.
<br />B. THE CONTRACTOR SHALL TAKE CHLORINE RESIDUAL SAMPLES AT THE
<br />OU
<br />TIME BACTERIOLOGICAL SAMPLES ARE TAKEN. IF THE CHLORINE RESIDUAL IS
<br />(D
<br />GREATER THAN 4 MG/L, THE BACTERIOLOGICAL TEST SHALL BE CONSIDERED i
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<br />INVALID AND THE RESIDUAL SHALL BE REDUCED TO 4 MG/L AND THE
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<br />BACTERIOLOGICAL TESTING SHALL BE PERFORMED UNTIL THE REQUIRED
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<br />CRITERIA ARE SATISFIED.
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<br />REFER TO CITY UTILITY STANDARDS FOR DISINFECTION METHODS.
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<br />HYDROSTATIC (PRESSURE) TESTING TO BE COMPLETED PRIOR TO
<br />6
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<br />DISINFECTION. THE DISINFECTION AND TESTING PROCEDURE TO BE REPEATED
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<br />FOR ANY FAILED TEST RESULTS.
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<br />BENCHMARK
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<br />ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. OF 1988, B.M. #N
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<br />678, SITE TBM#1 EL= 88.95' (SEE SURVEY FOR DETAILS)
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<br />BAC-T
<br />SAMPLE POINT
<br />S-16
<br />STA:6+61.27 OFF:-5.00L
<br />RIM:95.38
<br />INV IN:77.51 8" PVC
<br />INV IN:84.12 8" PVC
<br />INV OUT:76.91 8" PVC
<br />S-18
<br />STA.0+38.04 OFF:0.00
<br />RIM:97.38
<br />INVJIN:76.65-8•_PVC -
<br />INV OUT:76.17 8' PVC
<br />17' LF 8" PVC ® 6.857.
<br />FMC-LS
<br />STA.0+55.11 OFF-0.00
<br />RIM:97.99 /
<br />INV IN:75.00 8" PVC
<br />SERVICE MP
<br />8
<br />/ 25' LF 8" C 0 0.70%
<br />8" PVC W.M.
<br />13' 8" PVC 0 0.67% 4
<br />/ EXISTING LIFT AT1ON
<br />320' LF 8" PVC 0 0.40, `
<br />S-17
<br />STA.9+81.70 OFE-5.00L
<br />RIM:89.60 /
<br />INV OUT.85.40 8' PVC
<br />10' UTILITY EASEMENT
<br />UBLE WATER
<br />S CE
<br />4 (T.YP) <
<br />3 \
<br />/ 8" PVC W.M.
<br />8" 45- Bpi
<br />10 MN O lem /-PROPOSED UnLT1Y
<br />FULL LENGTH OF `"�MIN I1�
<br />PIPE CEMEILED Q SEPARATION REQUIREMENTS
<br />AT CROSSING
<br />E �PPEIOsrNIG UTILITY
<br />OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
<br />G-3
<br />ERD
<br />.= ELB (PIP)
<br />E NOTE
<br />,oPosm UTILITY
<br />1LE MIN r i io'-O' MIN I
<br />E asw unuff J JPIPE P
<br />fim
<br />WW" APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED
<br />INSTEAD OF USING FnTN m
<br />ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE)
<br />PROPOSED UTILITY
<br />MINIMUM VERTICAL SEPARATION REQUIREMENTS
<br />POTABLE
<br />WATER
<br />NARY
<br />SEWER
<br />SEWAGE
<br />FORCE MAN
<br />STORM
<br />RECLAIMED
<br />WATER
<br />ELECTRICCOMMDITS
<br />TELECOMMUNICATIONS
<br />POTABLE WATER
<br />1•-0r
<br />'-0'(1,2
<br />1'-d(1,2)
<br />1'-e(1)
<br />1'-W
<br />1'-Or
<br />SEE NOTE 1
<br />GRAVITY SANITARY SEWER
<br />1'-Ir(2)
<br />I' r
<br />1-a'
<br />1'-ir
<br />1'-6'(2)
<br />1-IT
<br />SEWAGE FORCE MAN
<br />1'-Ir(2)
<br />1'-O'
<br />1'-tl'
<br />I' T
<br />1'-5'(2)
<br />1'-0
<br />SEE NOTE 2
<br />STORM
<br />I.-T(1)
<br />r$
<br />1' T
<br />I -if
<br />I -T
<br />1'-d'
<br />RExU AIMED WATER
<br />1'-Ir
<br />1'-B'
<br />1'-if
<br />1'-W
<br />1'- T
<br />SEE NOTE 2
<br />ELECTRIC
<br />TELECOUAMUNIGUIONS
<br />(1) FAC 62-555Z14
<br />(2) FAC 62-604.400
<br />(3) FAC 62-610.469
<br />NOTES:
<br />1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER.
<br />2. ONLY OPTION 2 CONSTRUC M IS ALLOWED WITHOUT APPROVAL OF ENGINEER.
<br />MINIMUM VERTICAL SEPARATION REQUIREMENTS
<br />PROPOSED UTILITY
<br />MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY
<br />POTABLE
<br />WATER
<br />GRAVITY
<br />SANITARY
<br />SEWER
<br />SEWAGE
<br />FORCE MAN
<br />STORM
<br />RECLAIMED
<br />WATER
<br />EUD=C
<br />TELECOMMUNICATIONS
<br />POTABLE WATER
<br />1'-O'
<br />10'-T(1,2)
<br />10'-0"(1.2)
<br />Y-0 (1)
<br />Y-0(1,3)
<br />31-0
<br />GRAVITY SANITARY SEWER
<br />10'-r(2)
<br />1'-T
<br />1'-T
<br />3'-T
<br />3'-T(2)
<br />Y-T
<br />SEWAGE FORCE MIN
<br />10'-0(2)
<br />1'-O'
<br />1-T
<br />3'-0
<br />Y-T(2)
<br />3'-T
<br />STORM
<br />Y-T(1)
<br />3•-0
<br />3•-T
<br />1'-0
<br />3'-T
<br />X-!f
<br />RECLAIMED WATER
<br />Y-0(1,3)
<br />3'-T(2)
<br />Y-0(2)
<br />31-0
<br />1'-T
<br />3-0r
<br />ELEM IO
<br />TELECOMMUNICATIONS
<br />3'-d'
<br />3'-El
<br />3'-O'
<br />3'-0
<br />3'-T
<br />2'-e
<br />1 5 (1) FAC 62-555.314 I
<br />(2) FAC 62-604.400 UTILITIES SHALL RIOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR
<br />(3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER.
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<br />STRUCTURE TABLE
<br />STRUCTURE NAME STRUCTURE DETAILS <
<br />Concentric Cylindrical Structure
<br />0+55.11 (0.00)
<br />FMC-LS
<br />RIM ELEV= 97.99
<br />EXISTING
<br />INV ELEV= 75.00 (8" PVC)
<br />Concentric Cylindrical Structure
<br />0+38.04 (0.00)
<br />S-18
<br />RIM ELEV= 97.38
<br />EXISTING
<br />INV ELEV= 76.17 (8" PVC)
<br />INV ELEV= 76.65 (8" PVC)
<br />Eccentric Cylindrical Structure
<br />6+61.27 (-5.00)
<br />RIM ELEV= 95.38
<br />5-16
<br />INV ELEV= 77.51 (8" PVC)
<br />INV ELEV= 84.12 (8" PVC)
<br />INV ELEV= 76.91 (8" PVC)
<br />Concentric Cylindrical Structure
<br />9+81.70 (-5.00)
<br />S-17
<br />RIM ELEV= 89.60
<br />INV ELEV= 85.40 (8" PVC)
<br />LEGEND:
<br />-D�
<br />- GATE VALVE
<br />- FIRE HYDRANT ASSEMBLY
<br />�-
<br />- SINGLE WATER SERVICE
<br />�---
<br />- DOUBLE WATER SERVICE
<br />SINGLE SEWER SERVICE
<br />>'
<br />- DOUBLE SEWER SERVICE
<br />e
<br />- BLUE HYDRANT LOCATION REFLECTOR
<br />s
<br />- SEWER MANHOLE
<br />-.M -
<br />- WATER MAI N
<br />-�-
<br />- SANITARY SEWER
<br />- (EXISTING) POWER POLE
<br />- (EXISTING) OVERHEAD POWER
<br />-- -
<br />- (EXISTING) STORM PIPE
<br />- (EXISTING) MITERED END SECTION
<br />-
<br />- (EXISTING) LIFT STATION
<br />SEE EM18fT G-3
<br />PROPOSED UTILITY
<br />F:3 :
<br />15nNG UTILITY
<br />FULL LENGTH OF PIPE SEE MIN VERTICAL
<br />CENTERED AT CROSSING SEPARATION
<br />UIRE
<br />_ '-1 REAUN2QIEN75
<br />11.W EIB (M)
<br />SEE NOTE
<br />APPROVAL
<br />OF ENGWEER, CONTRACTOR MAY DEFLECT PIPE AS SPEEDO INSTEAD OF USING FITTINGS.
<br />OPTION 2 (SUFFICIENT SEPARATION AVAILABLE)
<br />NOTES:-
<br />1. FOR PROPOSED WATER MANS. THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND Me ON A CASE
<br />BY CASE a4s&
<br />2. WITH APPROVAL OF ENGINEER. CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.
<br />ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE)
<br />0 50 100
<br />SCALE (IN FEET)
<br />IILIIT
<br />CUSHION
<br />)TING tmL"
<br />i UIILIIT
<br />CUSHION
<br />OSED UTILITY
<br />SECTION B-B
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<br />MIN
<br />PIPE O.D.
<br />O'
<br />MIN
<br />�
<br />'
<br />UTILITY
<br />0
<br />FULL CONCRETE
<br />106
<br />IL
<br />ENCASEMENT
<br />a.
<br />2500 PSI (MN)
<br />CONCRETE
<br />INCRETE
<br />C ENCASEMENT
<br />NIS
<br />UTILITY CONFLICT
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />DECEMBER 2015
<br />G=4
<br />CALL 48 HOURS
<br />BEFORE YOU DIG
<br />IT'S THE LAW! Know what's below.
<br />DIAL 811 Call before you dig.
<br />SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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<br />11
<br />II
<br />DATE
<br />07/02/2018
<br />PROJECT NO.
<br />1802001
<br />SHEET NUMBER
<br />C08
<br />
|