|
VALVE COLLAR AND
<br />IDENTIFICATION DISK
<br />SEE EXHIBIT W-5
<br />FINISH GRADE
<br />`®- CAST IRON ADJUSTABLE
<br />VALVE BOX
<br />TAPPING VALVE
<br />FLANGED CONNECTION
<br />REACTION BLOCK
<br />UWDISTURBED °" .9� --' µ� SEE EXHIBIT
<br />EARTH `� g G-6A (TYP)
<br />MJ CONNECTION MJ TAPPING SLEEVE
<br />NOTES:
<br />1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40.
<br />2. CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED,
<br />3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD.
<br />4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW --OFF
<br />ASSEMBLY PLUMB.
<br />5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT
<br />LENGTH FOR FUTURE USE,
<br />6. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN W/3C OR MORE COVER.
<br />WET TAPPING SLEEVE AND VALVE DETAIL
<br />ahl
<br />- DECEMBER 2015
<br />. CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 -2
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />-2-1 1/2` SQ. WOOD POST, 6' O.C. (MAX,)
<br />-- FILTER FABRIC, SILT FENCE
<br />BACKFILL
<br />„ SWALE SEDIMENT
<br />EXISTING LADEN
<br />GROUND tt RUN-OFF
<br />Ftk:mvlE
<br />.r1 Rtila-F
<br />MIRAFI SILT FENCE OR EQUAL,
<br />SEDIMENTATION CONTROL
<br />F.D.D.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 UNSTABIL.IZED 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 DEBRI
<br />S BY METHODS
<br />PROVIDED IN DETAILS.
<br />b.)PROTECT SCALE 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 />NOT TO SCALE
<br />THE FOLLOWING LIST REPRESENTS A BASIC EROSION N E B C 0 0 AND SEDIMENT 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 SHALL 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 DECEMBER2015
<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 />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAIL
<br />SEE EXHIBIT W-
<br />FINISH GRADE OR
<br />PAVEMENT
<br />,
<br />TRACING WIRE
<br />HAND TAMPED BACKFILL
<br />AT TOP SECTIONT
<br />ADJUSTABLE
<br />I OPERATING NUT
<br />VALVE BOX
<br />\
<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 />l I ( PIPE
<br />CNN jlI -- VALVE
<br />111.-1f _.iii ' COMPACTED FDOT
<br />TI II 11=II€=11I�1 i I[�I� #57 STONE
<br />6 I OF VALVE 6"
<br />WIC;TH OF BEDDING EQUALS
<br />LAYING WIDTH OF VALVE +12"
<br />(6" BEYOND EA SIDE)
<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/3e OR MORE COVER.
<br />GATE VALVE BOX
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER201
<br />E:.
<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 W=3
<br />w rr
<br />o
<br />MIN SIDE SLOPE
<br />UNDISTURBED
<br />e3�
<br />PER OSHA
<br />EARTH (TYP)
<br />FOR SHORED.
<br />FOR OPEN
<br />REQUIREMENTS
<br />TRENCHES
<br />TRENCHES
<br />()
<br />WHERE SHORING IS NOT EXTENDED TO
<br />G)
<br />SURFACE, SLOPE EXCAVATION AWAY
<br />FROM TOP OF SHORING PER OSHA
<br />WARNING
<br />REQUIREMENTS
<br />TAPE
<br />PRIOR TO COMPLETION OF FINAL BACKFILL,
<br />/ A
<br />\
<br />REMOVE SHEETING ABOVE 1f 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 fl
<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 />NOMINAL PIPE DIAMETER
<br />MINIMUM
<br />ADDITIONAL
<br />SIDEWALL
<br />EXCAVATION
<br />OADL,II j SE
<br />CLEARANCE
<br />DEPTH (1)
<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 />ti
<br />g I
<br />j OPEN TRENCH MAXIMUM
<br />VERTICAL WALL HEIGHT
<br />PER OSHA REQUIREMENTS
<br />m
<br />PIPE OUTSIDE DIAMETER OR HORIZONTAL_ CONDUIT SPAN
<br />ZONE
<br />ZONE
<br />N0.
<br />NAME
<br />MATERIAL
<br />COMPACTION
<br />i
<br />FINAL BACKFILL
<br />AS SPECIFIED
<br />AT LEAST 95%
<br />MODIFIED
<br />0
<br />INITIAL BACKFILL
<br />MAXIMUM DRY
<br />DENSITY ASTM
<br />0-1557 (989
<br />3
<br />MUNCHING
<br />4
<br />BEDDING
<br />WHEN UNDER
<br />PAVEMENT)
<br />FOUNDATION
<br />(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED.
<br />TRENCHN OT
<br />(DFINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, REFER TO ADDITIONAL NOTE 3.
<br />QINITIAL 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 />HAUNCHING SHALL BE IN COMPLETELY D ATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE
<br />COMPACTED BY HAND TAMPING. MUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE.
<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 />(5 NATIVE, UNDISTURBED MATERIAL RED TRE8Qfa 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 />A0DffMNAL 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 COVET
<br />THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY.
<br />3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LII
<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 />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2o
<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 />j SERVICE TYPE
<br />VALVE TYPE
<br />+ GV - GATE VALVE + VALVE SIZE
<br />• BFv-- sUTTERFLY VALvEl 8"
<br />VALVE IDENTIFICATION
<br />WATER
<br />DISK ANCHORED TO CONCRETE
<br />T
<br />PV
<br />DIRECTION AND NO OF L-20
<br />TURNS TO OPEN _
<br />1/8' LETTERS CAST IN 3
<br />06A BRONZE DISK (TYP)
<br />CAST IRON LID WITH RAISED
<br />LETTERS 'WATER"
<br />PAINTED BLUE (POTABLE)
<br />OR RED (FIRE)
<br />SEE NOTE
<br />8
<br />36" XI
<br />CONCRETE PAD
<br />Nm
<br />LOCATOR WIRE ACCESS-f SCH 80 PVC, FEMALE ADAPTER COUPLING AND I' BRASS PLUG W/
<br />RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ If
<br />OF EXTRA WIRE
<br />!
<br />PLAN VIEW
<br />i
<br />3 f 4' CHAMFER
<br />FINISHED ASPHALT
<br />FINISHED GRADE
<br />(2)-t3 CLOSED TIE
<br />0 T OC, 2' FROM TOP
<br />VALVE COLLAR AND IDENTIFICATION DISK
<br />NTS
<br />'I♦lI
<br />I�! I In] ��! In Al I�':
<br />OWN
<br />II ,�IM
<br />EE
<br />A
<br />SECTION A -A
<br />SCALE 1: 6
<br />MANHOLE COVER DETAIL
<br />NOT TO SCALE
<br />0 2 3''/ "
<br />GENERAL NOTES:
<br />I
<br />1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK
<br />OFF A COMMON BASE ROW, OR BY AN INtIERIOR ROAD THAT IS NOT BLOCKED BY
<br />A WALL OR GATE. THE ACCESS ROAD SH!{LL BE 12 FT WIDE (MIN.) AND PAVED
<br />(CONCRETE OR ASPHALT)
<br />2. ALL ABOVE GROUND PIPES AND FITTINGS HALL BE CLASS 53 D.I,P, FOR 4 INCH
<br />AND LARGER PIPE.
<br />3. CERTIFICATION BY THE CITY OF PROPER I STALLATION AND OPERATION WILL BE
<br />REQUIRED PRIOR TO ACCEPTANCE BY THE CITY.
<br />4. ALL BACKFLOW ASSEMBLIES OR DEVICES DUST HAVE ASSE APPROVAL. IN ADDITION
<br />THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE
<br />DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN
<br />CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC
<br />RESEARCH.
<br />5, THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED
<br />WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY
<br />STRENGTH OF 3000psi,
<br />6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL
<br />BE 2 INCHES ABOVE FINISHED GRADE.
<br />7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH
<br />SSPC STANDARDS. COLOR TO BE CHOSENI BY THE CITY.
<br />8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING
<br />LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB),
<br />METERS UP TO 2 INCHES SHALL HAVE A ;MINIMUM OF 4 TRAFFIC BOLLARD
<br />PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6
<br />TRAFFIC BOLLARDS ARE REQUIRED.
<br />I
<br />TEMPORARY METER NOTES:
<br />1. THE IN --LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND
<br />ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM.
<br />I
<br />2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE
<br />WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT
<br />AND THE CITY OF ZEPHYRHILLS PLANNING; DEPARTMENT.
<br />r
<br />3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL
<br />ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR
<br />ZONE REQUIREMENTS.
<br />GENERAL WATER METER ASSEMBLY NOTES
<br />RESIDENTIAL OR COMMERCIAL DEVELOPMENT
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=16E
<br />A, PHONE (813)780-0029 FAX (813)780-0613
<br />ow
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<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />p STANDARD DETAILS
<br />s.T
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wml6
<br />PHONE (813)780.0029 FAX (813)780.0613
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