|
11111111111N.
<br />C
<br />�2-1 1/2" SO. WOOD POST, 6' O.C. (MAX.)
<br />FILTER FABRIC, SILT FENCE
<br />BACKFILL
<br />SWALE SEDIMENT
<br />EXISTING LADEN
<br />GROUND RUN-OFF
<br />FILTERED
<br />�- RUN-OFF
<br />MIRAFI SILT FENCE OR EQUAL,
<br />SEDIMENTATION CONTROL
<br />F.D.O.T. INDEX #102. FILTER FABRIC IN ACCORDANCE WITH
<br />NOTES: SECTION 985 OF THE F.D.O.T. STANDARD SPECIFICATIONS.
<br />1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING
<br />CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS
<br />ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS.
<br />EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE
<br />AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED
<br />BY CONTRACTOR.
<br />2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR
<br />ROAD CONSTRUCTION IS STARTED.
<br />a.)PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS
<br />PROVIDED IN DETAILS.
<br />b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL
<br />SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE
<br />BEFORE SOD & SEEDING & MULCHING IS FINISHED
<br />EROSION CONTROL STRUCTURE
<br />THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIM
<br />ENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP
<br />PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT.
<br />PERMANENT EROSION AND SEDIMENT CONTROL MEASURES S N N L M RE HALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT
<br />WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT
<br />AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK
<br />AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES.
<br />TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL,
<br />EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE
<br />CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES.
<br />EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING
<br />CONSTRUCTION OF THE PROJECT.
<br />NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY.
<br />SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION
<br />REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
<br />MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY
<br />SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER.
<br />ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM
<br />TO THE EXISTING GRADE, PREPARED AND SEEDED.
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<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 />UNDISTURBED
<br />EARTH (TYP)
<br />WHERE SHORING IS NOT EXTENDED TO I
<br />SURFACE, SLOPE EXCAVATION AWAY
<br />FROM TOP OF SHORING PER OSHA
<br />REQUIREMENTS
<br />PRIOR TO COMPLETION OF FINAL BACKFILL,
<br />REMOVE SHEETING ABOVE 12" OF TOP OF
<br />PIPE; REMAINDER OF SHEETING TO BE LEFT
<br />IN PLACE
<br />PIPE OUTSIDE DIAMETER OR
<br />VERTICAL CONDUIT SPAN
<br />PIPE SPRING LINE OR CENTERLINE
<br />OF VERTICAL CONDUIT SPAN
<br />SHEETING OR TRENCH BOX
<br />FOR SHEETING TYPE CONSTRUCTION, DRIVE
<br />SHEETING BELOW BOTTOM OF EXCAVATION FOR
<br />LATERAL SUPPORT AS REQUIRED BY THE
<br />CONTRACTOR'S REGISTERED ENGINEER
<br />TRACING WIRE REQUIRED REGARDLESS OF
<br />TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2)
<br />a o z MIN SIDE SLOPE
<br />o PER OSHA
<br />FOR SHORED FOR OPEN REQUIREMENTS GROUND
<br />TRENCHES TRENCHES (TYP) SL RFACE
<br />O O z
<br />WARNING i
<br />TAPE �. - HI �J:
<br />�w
<br />} ;n
<br />3 3
<br />z OPEN TRENCH MAXIMUM
<br />4 D VERTICAL WALL HEIGHT
<br />6 - m PER OSHA REQUIREMENTS
<br />I
<br />I
<br />PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT $PAN
<br />NOMINAL PIPE DIAMETER
<br />MINIMUM
<br />SIDEWALL
<br />CLEARANCE
<br />ADDITIONAL
<br />EXCAVATION
<br />DEPTH (1)
<br />OR HORIZONTAL
<br />CONDUIT SPAN
<br />(INCHES)
<br />A (INCHES)
<br />B (INCHES)
<br />LESS THAN 24
<br />12
<br />12
<br />24 AND GREATER
<br />18
<br />18
<br />ZONE
<br />ZONE
<br />NO.
<br />NAME
<br />MATERIAL
<br />COMPACTION
<br />1
<br />FINAL BACKFILL
<br />AS SPECIFIED
<br />AT LEAST 957.
<br />MODIFIED PROCTOR
<br />O
<br />INITIAL BACKFILL
<br />MAXIMUM DRY
<br />DENSITY ASTM
<br />D-1557 (98%
<br />U3
<br />HAUNCHING
<br />®
<br />BEDDING
<br />WHEN UNDER
<br />PAVEMENT)
<br />QS
<br />FOUNDATION
<br />(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED.
<br />TRENCH ZONE NOTES:
<br />11) FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3.
<br />(2 INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND
<br />TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3.
<br />3 HAUNCHING SHALL BE i COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES LOOSE MEASUREMENT. ALL LIFTS SHALL BE
<br />N 0 E E
<br />COMPACTED HAD TAMPING. HAUNCHING BE BROUGHT UP EQUALLY ON BOTH SIDES OF H PIPE.
<br />@Y N A N NG SHALL T Q 0 D THE
<br />® BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE
<br />COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY
<br />OF THE PIPE. REFER TO ADDITIONAL NOTE 3.
<br />Q NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED
<br />BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED.
<br />FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3.
<br />ADDITIONAL NOTES:
<br />1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR
<br />ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE.
<br />2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR
<br />NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE, THE ENDS OF THE TRACING WIRE SHALL BE
<br />BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER.
<br />THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY.
<br />3. ALTERNATIVE LFT THICKNESSES NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT ARE ACCEPTABLE IN TRENCH ZONES 1 2 4 AND 5 PROVIDED 1 THE LIFT
<br />E SE
<br />THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS
<br />CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET.
<br />TYPICAL UTILITY TRENCH DETAIL
<br />NITS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />1
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=3
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />5'-0" UNLESS OTHERWISE NOTED
<br />ON DRAWINGS
<br />DOME
<br />SLOPE 1/8" / FT. 4" MIN.
<br />TODRAIN
<br />a A
<br />CONCRETE
<br />FILLED 6" NOM
<br />°a 0 STD WT SCH
<br />'-0000 40 STL PIPE
<br />2500 P.S.I, 6"x6"x10/10 WWF
<br />SLOPE TO DRAIN
<br />CONC.
<br />(TYP.)
<br />1 5„ FIN GRADE
<br />SECTION
<br />FLAG
<br />(TyP')
<br />CONCRETE
<br />- 1/2" EXPANSION
<br />JOINT (TYP.)
<br />4'- 0" 4' -0" 4'-0"
<br />12'-0" BETWEEN JOINTS
<br />PROFILE
<br />CONCRETE WALKWAY DETAIL
<br />NOT TO SCALE
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=9C
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />6" �i�AIN 18"
<br />MIN
<br />NOTES:
<br />1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD
<br />SHALL BE AS SHOWN ON THE DRAWINGS OR AS
<br />DIRECTED IN THE FIELD.
<br />2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH
<br />SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY.
<br />BOLLARD CONCRETE FILLED
<br />NITS
<br />- DECEMBER 2015
<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 G=1
<br />0-
<br />DETAIL (TYP)
<br />FINISHED GRADE SEE EXHIBIT G-3
<br />10' MIN 10' MIN PROPOSED UTILITY
<br />FULL LENGTH OF -SEE MIN VERTICAL
<br />PIPE CENTERED SEPARATION REQUIREMENTS
<br />AT CROSSING
<br />EXISTING UTILITY
<br />PIPE
<br />OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
<br />SAND CUSHION FINISHED GRADE
<br />COVER PER TRENCH �\ >y 11.25• ELB (TYP)
<br />DETAIL (TYP) SEE NOTE
<br />SEE EXHIBIT G-3
<br />6" MIN /-PROPOSED UTILITY
<br />10'-0" MIN i 10'-0" MIN
<br />EXISTING UTILITY CLPIPE --j
<br />P
<br />NOTE•
<br />WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED
<br />INSTEAD OF USING FITTINGS.
<br />ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE)
<br />PROPOSED UTILITY
<br />MINIMUM VERTICAL SEPARATION REQUIREMENTS
<br />POTABLE
<br />WATER
<br />GRAVITY
<br />SANITARY
<br />SEWER
<br />SEWAGE
<br />FORCE MAIN
<br />STORM
<br />RECLAIMED
<br />WATER
<br />ELECTRIC
<br />TELECOMMUNICATIONS
<br />COMMENTS
<br />POTABLE WATER
<br />P-O"
<br />V-0"(1,2)
<br />1'-0"(1,2)
<br />V-O"(1)
<br />1'-C
<br />1'-0"
<br />SEE NOTE 1
<br />GRAVITY SANITARY SEWER
<br />V-6"(2)
<br />1'-C
<br />1'-0"
<br />1'-6"
<br />V-6"(2)
<br />1'-0"
<br />F
<br />SEWAGE FORCE MAN
<br />V-6" 2
<br />-
<br />1' 0"
<br />1'-0"
<br />1'-0"
<br />1 -6" 2
<br />-
<br />1' 0"
<br />SEE NOTE 2
<br />STORM
<br />0
<br />1'-D' 1
<br />-
<br />1' "
<br />s
<br />-
<br />1' 0"
<br />-
<br />1' "
<br />o
<br />1'- „
<br />0
<br />1 ' T
<br />RECLAIMED WATER
<br />1'-0"
<br />1'-6"
<br />1'-6"
<br />1'-0"
<br />1'-O"
<br />1'-0"
<br />SEE NOTE 2
<br />ELECTRIC
<br />TELECOMMUNICATIONS
<br />1'-0"
<br />I
<br />1'-0"
<br />1 -0"
<br />1'-0"
<br />1'-0"
<br />1'-0"
<br />+
<br />(1) FAC 62-555.314
<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 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER.
<br />MINIMIIM VFRTICAI .SFPARATInN RFnli1RFMFNTS
<br />MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY
<br />PROPOSED UTILITY
<br />POTABLE
<br />GRAVITY
<br />SANITARY
<br />SEWAGE
<br />STORM
<br />RECLAIMED
<br />ELECTRIC
<br />WATER
<br />SEWER
<br />FORCE MAIN
<br />WATER
<br />TELECOMMUNICATIONS
<br />POTABLE WATER
<br />1'-0"
<br />10'-0°(1,2)
<br />10'-T(1,2)
<br />3'-0"(1)
<br />3'-0"(1,3)
<br />3'-0"
<br />GRAVITY SANITARY SEWER
<br />10'-0"(2)
<br />1'-0"
<br />1'-0"
<br />3'-0"
<br />3'-0"(2)
<br />3'-O"
<br />SEWAGE FORCE MAIN
<br />10'-O"'(2)
<br />1'-D"
<br />1'-O"
<br />3'-0"
<br />3'-0'(2)
<br />3'-0"
<br />STORM
<br />3'-T(1)
<br />3'-0"
<br />3'-0"
<br />i'--0"
<br />3'-0"
<br />3'-0"
<br />RECLAIMED WATER
<br />3'-T(1,3)
<br />Y-0"(2)
<br />Y-0"(2)
<br />3'-T
<br />1'-0"
<br />3'-0"
<br />ELECTRIC
<br />TELECOMMUNICATIONS
<br />3'-0"
<br />3'-0"
<br />3'-0"
<br />3'-T
<br />3'-0"
<br />2'-0"
<br />(1) FAC 62-555.314 NOTE.
<br />(2) FAC 62-604,400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR
<br />(3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER.
<br />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAIL
<br />SEE EXHIBIT W-5
<br />FINISH GRADE OR
<br />PAVEMENT
<br />/
<br />TRACING WIRE
<br />HAND TAMPED BACKFILL
<br />AT TOP SECTIONT
<br />ADJUSTABLE
<br />OPERATING NUT
<br />VALVE BOX
<br />Cl VALVE BOX SHALL REST
<br />ON BEDDING ROCK, NOT ON
<br />SEE NOTE
<br />THE PIPE
<br />FDOT #57 STONE
<br />TRACING WIRE
<br />(6" DEEP)
<br />� PIPE
<br />TVALVE
<br />705
<br />• ��`t ♦ • ��Y yam•
<br />LENGTH
<br />6" OF VALVE 6"
<br />WIDTH OF BEDDING EQUALS
<br />LAYING WIDTH OF VALVE +12"
<br />(6" BEYOND EA SIDE)
<br />DETAIL (TYP)
<br />SEE EXHIBIT G-3 FULL LENGTH OF PIPE
<br />CENTERED AT CROSSING
<br />PROPOSED UTILITY
<br />SHED GRADE
<br />i VARIES
<br />PING UTILITY
<br />SEE MIN VERTICAL
<br />SEPARATION
<br />REQUIREMENTS
<br />11.29 ELB (TYP)
<br />SEE NOTE
<br />ti 0' MIN 1i 0' MIN
<br />NOTE' CEPIPE
<br />WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.
<br />OPTION 2 (SUFFICIENT SEPARATION AVAILABLE)
<br />NOTES
<br />1. FOR PROPOSED WATER MAINS THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE
<br />BY CASE BASIS.
<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 />NOTES:
<br />1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT
<br />LENGTH FOR FUTURE USE,
<br />2. VALVE STEM EXTENSIONS) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN W/36" OR MORE COVER.
<br />GATE VALVE BOX
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=3
<br />PHONE (813)780.0029 FAX (813)780-06137 7
<br />In
<br />uUIT
<br />CUSHION
<br />STING UTILITY
<br />SECTION A -A
<br />UTILITY
<br />CUSHION
<br />OSED UTILITY
<br />SECTION B-B
<br />6" PIPE O.D.
<br />MIN
<br />wt5i
<br />6"
<br />MIN
<br />0
<br />PROPOSED UTILITY
<br />0
<br />w
<br />FULL CONCRETE
<br />o
<br />ENCASEMENT
<br />4..
<br />2500 PSI (MIN)
<br />a
<br />CONCRETE
<br />_ z
<br />CONCRETE ENCASEMENT
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<br />BLDG FACE
<br />DECEMBER 2015
<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
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