|
N
<br />_ 2-1 1/2" SO. WOOD POST, 6' O.C. (MAX.)
<br />-- FILTER FABRIC, SILT FENCE
<br />'•..__ BACKFILL
<br />+ram
<br />--SWAL£ SEDIMENT
<br />�.... LADEN
<br />1- RUN-OFF
<br />FILTERED
<br />�r RUN-
<br />OFF
<br />D
<br />il:iac R
<br />':,ED P f T.. [ h
<br />F.D.O T INDEX 02 FILTER FABRIC IN ACCORDANCE WITH
<br />NOTES: SECTION 985 OF THE FA 0 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 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 REh90VED AFTER EACH RAINFALL THEY MUST BE REMOVED WHEN THE LEVEL Or 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 />DECEMBER 2015
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />I CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />j I PHONE (813)780-0029 FAX (813)780-0613 G=1
<br />PIG TAIL WIRE AFTER
<br />PASSING THROUGH SPLIT BOLT
<br />#8 THW LOCATING WIRE ?APE CONNECTION
<br />(SOLID COFFER WIRE AND WATER PROOF TAPE
<br />WITH BLUE COATING)
<br />4"
<br />HEAT ACTIVATED
<br />SHRINKING WIRE
<br />COVERING-
<br />NOTES
<br />1/4"
<br />x34" PIT BOLT
<br />i
<br />SPLIT
<br />1. THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE
<br />SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE
<br />LAST THREE INCHES PIG TAILED AS DETAILED HEREON.
<br />2. AFTER INSTALLATION OF THE LOCATING WIRE THE SYSTEM
<br />SHALL BE SUBJECTED TO TESTING, IN THE PRESENCE OF
<br />CITY UTILITIES STAFF PRIOR TO BACKFILL, IN ORDER TO
<br />THAT THE SYSTEM IS FUNCTIONAL.
<br />LOCATING WIRE SPLICING
<br />NOT O SCALE
<br />N T
<br />0
<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 />W
<br />a o
<br />MIN SIDE SLOPE
<br />UNDISTURBED
<br />PER OSHA
<br />EARTH (TYP)
<br />FOR SHORED
<br />FOR OPEN
<br />REQUIREMENTS
<br />TRENCHES
<br />TRENCHES
<br />(TYP)
<br />WHERE SHORING IS NOT EXTENDED TO
<br />0
<br />SUP,FACE, SLOPE EXCAVATION AWAY H
<br />FROM TOP OF SHORING PER OSHA WARNING
<br />REQUIREMENTS
<br />TAPE
<br />�
<br />PRIOR TO COMPLETION OF FINAL BACKFILL,
<br />A
<br />A
<br />REMOVE SHEETING ABOVE 12" OF TOP OF
<br />PIPE; REMAINDER OF SHEETING TO BE LEFT i
<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 />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 />p (INCHES)
<br />B (INCHES)
<br />LESS THAN 24
<br />12
<br />12
<br />24 AND GREATER
<br />18
<br />18
<br />S' RFACE
<br />Z¢ I
<br />3((== 3 W
<br />�IW WU
<br />>w
<br />I V n
<br />la
<br />3 j
<br />- OPEN TRENCH MAXIMUM
<br />/ VERTICAL WALL HEIGHT
<br />j;r m I PER OSHA REQUIREMENTS
<br />'ta l
<br />PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN
<br />ZONE
<br />NO.
<br />ZONE
<br />NAME
<br />MATERIAL -
<br />_..COMPACTION -
<br />1
<br />FINAL BACKFILL
<br />AS SPECIFIED
<br />AT LEAST 95%
<br />MODIFIED PROCTOR
<br />MAXIMUM DRY
<br />DENSITY ASTM
<br />D-1557 (98%
<br />WHEN UNDER
<br />PAVEMENT}
<br />2
<br />INITIAL BACKFILL
<br />O
<br />HAUNCHING
<br />@
<br />BEDDING
<br />l�J
<br />FOUNDATION
<br />(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED.
<br />TRENCH ZONE NQTES:
<br />FINAL BACKFILL SHALL BE INSTALLED 1N LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3.
<br />(D 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 />HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT,. ALL LIFTS SHALL BE
<br />COMPACTED BY HAND TAMPING. HAUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE.
<br />®BEDDING SHALL BE INSTALLED LtJ _QQI,P Y QCyJATE F T $Zja 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 1-0 ADDITIONAL NOTE 3.
<br />05 NATIVE, UNDISTURBED MATERIAL It�_�QAyPj I=TyL_Y ,OEWAIEBEL TRENCH MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR CQLJIAA - EQ
<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 LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT
<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 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 G=3
<br />GRADE./ "cc F.FI z
<br />N 04 IF.. I Cr.
<br /># E ..T..;
<br />t' I"
<br />OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
<br />`F `,� 1 .
<br />t.i, v H
<br />U ui - � .IJ D
<br />P �- 0•, a _r
<br />HI L C F s.;
<br />ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE)
<br />L.- -. ......-- ...... .... ..__..-.....-- ----- ------ - ' _ .. __
<br />--- ' - " -'
<br />MINIMUM VERTICAL SEPARATION REQUIREMENTS
<br />PPC :. S_D IJ
<br />.. L ', .,, is „(, _ --- -
<br />B I
<br />.............................................................................. .... ...... ... .. .. ................. ............
<br />5' --
<br />:F,w„�!: EDIBLE 1,J,',lid 7 -„ I2) ;�- � - p:`'r�;
<br />-- S J
<br />J. i
<br />Et `
<br />' t i" .d I
<br />G. '` l ), '..Av c .....Af4 .� ...! LLs-.r'i 4,7 -,.:T
<br />MINIMUM VERTICAL SEPARATION REQUIREMENTS
<br />MINIMUM HORIZONTAL SEPARATION EXISTING
<br />UTILITY
<br />Fa .r
<br />E 1D GM.
<br />K
<br />'t
<br />FORt E 111,Ev ua'F-
<br />I
<br />1 -n
<br />:
<br />-C'
<br />__ __ _
<br />_
<br />.,) ,., ., J4s;l
<br />,�T:..i'<
<br />FrF. VA_ .K,v< T±.. .. G'NEMN
<br />RESTRAINED
<br />JOINT {TYP}
<br />NTS
<br />FITTING ALL RESTRAINED
<br />JOINTS
<br />�ReSTRt/ ��`NCv
<br />eNcn aen RLs
<br />RESTRAINED JOINT SCHEDULE
<br />FITTING
<br />PIPE SIZE
<br />90'
<br />45
<br />4�
<br />22 1/2
<br />22 1 /2'
<br />11 1/4
<br />t 1 /4'
<br />VALVE, DEAD
<br />TEE
<br />BEND
<br />BEND
<br />BEND
<br />(VERY)
<br />BEND
<br />BEND
<br />!VERY)
<br />BEND
<br />BEND
<br />(VERY)
<br />I END OR
<br />REDUCER
<br />(BRANCH)
<br />8"
<br />37
<br />16
<br />45
<br />8
<br />14
<br />4
<br />7
<br />107
<br />107
<br />6"
<br />29
<br />1 ?
<br />34
<br />6
<br />11
<br />3
<br />6
<br />82
<br />82
<br />4"
<br />17
<br />8
<br />16
<br />4
<br />8
<br />2
<br />4
<br />38
<br />37
<br />NOTES;
<br />A. RESTRAINED LENGTHS ARE IN FEET AND ARE FOR POLYETHYLENE WRAPPED DUCTILE IRON PIPE UNLESS OTHERWISE
<br />NOTED.
<br />B. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING RESTRAINED JOINTS.
<br />C. THE SCHEDULE SHOWN IS FOR THE FOLLOWING SERVICE CONDITIONS 150 PSIG TEST PRESSURE; POORLY GRACED
<br />COARSE SAND; 36 INCHES COVER, TYPE 3 TRENCH CONDITIONS; AND 1,5 SAFETY FACTOR.
<br />D. RESTRAINED LENGTHS SHOWN IN TABLE ARE IN FEET AND ARE MINIMUM LENGTHS REQUIRED IN EACH DIRECTION FROM
<br />FITTINGS OR VALVES.
<br />E. ALL PIPE SHALL BE RESTRAINED TO THE NEXT JOINT BEYOND THE RESTRAINED LENGTH GIVEN,
<br />F. RESTRAINED LENGTH FOR REDUCERS SHALL BE BASED ON THE SIZE OF THE LARGEST END OF THE REDUCER.
<br />G. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE RESTRAINED LENGTHS SHOWN IN
<br />THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SOIL CONDITIONS ON THE PROJECT, THE CONTRACTOR'S ENGINEER
<br />SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL PIPING WAS INSTALLED IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL
<br />ENGINEER, WHICHEVER ARE MORE STRINGENT. CONTRACTOR'S COST FOR MEETING THESE REQUIREMENTS SHALL BE
<br />INCLUDED IN THEIR BID.
<br />H. FOR CONNECTION OF PIPING TO EXISTING PIPING, WHEN THE REQUIRED RESTRAINED JOINT PIPE LENGTHS TO PREVENT
<br />PIPE MOVEMENT CANNOT BE ATTAINED IN' ACCORDANCE WITH RESTRAINED JOINT SCHEDULE, THE APPROPRIATE TEE,
<br />VALVES, BEND AND/OR CROSS FITTING(S) SHALL BE FULLY RESTRAINED IN ACCORDANCE WITH EXHIBIT G-6A TO
<br />PREVENT PIPE MOVEMENT.
<br />J. WHERE HOD CONNECTS TO PUSH -ON JOINT PIPING, THIS CONNECTION SHALL BE TREATED AS DEAD END
<br />W/ RESPECT TO THE RESTRAINED JOINT SCHEDULE.
<br />RESTRAINED JOINT SCHEDULE
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />5 ,3) 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 />G=6
<br />UTILITY CONFLICT
<br />-- - - -- ------
<br />CITY OF ZEPHYRHILLS
<br />jDECEMBER2015,
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />I
<br />I
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780 -0029 FAX (813)780-0613 !G=4
<br />!. -.-------. _..._.... -_i-
<br />---------------------------------
<br />UNDISTURBED
<br />EARTH
<br />e'.
<br />BEARING AREA
<br />v,
<br />BENDS PLAN
<br />TEE PLAN
<br />EARTH
<br />BEARI<`
<br />AREA
<br />CROSS PLAN
<br />GROUND SURFACE
<br />NDISTURBED
<br />ARTH
<br />ILLUSTRATIVE SECTION
<br />BENDS IN SECTION
<br />ICE, TYP.
<br />REACTION BLOCK BEARING AREA DIMENSIONS
<br />FITTING
<br />11 1/4' BEND
<br />22 1J2' BEND
<br />45' BEND
<br />99 BEND
<br />TEE/CROSS
<br />PLUGS/CAP
<br />SIZE
<br />(in)
<br />H xW
<br />(in)
<br />HxW
<br />(in)
<br />H x W
<br />(in)
<br />H x W
<br />(in)
<br />H x W
<br />(in)
<br />4
<br />11x11
<br />15x15
<br />20x 0
<br />28x28
<br />23x23
<br />6
<br />15x15
<br />21x21
<br />29x29
<br />4Ox40
<br />33x33
<br />8
<br />20x2O
<br />27x27
<br />38x38
<br />52x52
<br />44x
<br />10
<br />24x24
<br />33x33
<br />47x47
<br />63x63
<br />53x53
<br />12
<br />28x28
<br />40x40
<br />55x55
<br />75x75
<br />63x63
<br />14
<br />33x33
<br />6x46
<br />64x64
<br />87x87
<br />73x73
<br />16
<br />37x37
<br />52x52
<br />73x73
<br />99x99
<br />83x83
<br />8
<br />2x 2
<br />58x58
<br />82x82
<br />111011 11
<br />93x93
<br />97
<br />55x55
<br />77x77
<br />fO8x108
<br />146x1 6
<br />123xt23
<br />REACTION BLOCK NOTES
<br />A. BASED ON 150 PSI PRESSURE & 1500 PSF SOIL BEARING VALUE, 2A SAFETY FACTOR, WATER TABLE BELOW THE THRUST BLOCK, VERTICAL BLOCK FACE, AND A MINIMUM
<br />THICKNESS OF 18 INCHES,
<br />B. BEARING AREAS FOR PLUGS SHALL BE THE SAME AS FOR TEES.
<br />C, FORM REACTION BLOCKS TO KEEP CONCRETE CLEAR OF JOINTS AND BOLTS.
<br />D. REQUIRED REACTION BLOCK BEARING AREA SHALL BE PLACED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE
<br />MATERIAL AND EXTEND REACTION BLOCK TO UNDISTURBED MATERIAL.
<br />E. PLACE PRESSURE TREATED WOOD BOARDS IN FRONT OF PLUG, AT TEE, CROSS OR END OF PIPE BEFORE POURING CONCRETE REACTION BLOCK,
<br />F. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS, ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH BACKFILL COMPACTED TO 95% MODIFIED
<br />PROCTOR MAXIMUM DRY DENSITY, ASTM D1557,
<br />G. NOT USED,
<br />H. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE REACTION BLOCK SIZES SHOWN IN THE TABLE ABOVE ARE ADEQUATE FOR ALL
<br />VARYING SOIL CONDITIONS ON THE PROJECT. THE CONTRACTOR'S ENCiNEER SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL REACTION BLOCKS WERE
<br />INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL ENGINEER,
<br />WHICHEVER ARE MORE STRINGENT, CONTRACTOR'S COST FOR MEETING THESE REQUIREMENTS SHALL BE INCLUDED IN THEIR BID.
<br />TYPICAL REACTION BLOCK (THRUST BLOCK) DETAILS
<br />NTS
<br />3TH I
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />" CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=6A
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />I,OCA,rl..Iiti OFF, PIJBI- IC '��?ATER SYSYE I MAINS IN A('('ORI)ANCI wrrI.I F•A•(.'. RI.TF.E 62-555.314
<br />Other Pipe
<br />Horizontal Separation
<br />Crossings (1)
<br />(1) Vaal.er main should crass above abler pipe. When water Imam inTast be below otfler pipe, the mini.nmm separation is 1.2 i.rtehes,
<br />..
<br />r tF.A.C.teelalrrled water regulated d uII er I all Ill � l _I a s r tiA b10 t�.._
<br />��.} g e d # 1 to 4 I`
<br />(3) 3 ft. for gravity sanitaiT sewer where the bottom of the water main is laid at least 6 inches above the top of the gralritl< sanitary sewer.
<br />(41 Reclaimed water not regulated cruder Part III of Chanter 62-610, F. A.C,
<br />Div'lairow - Thic domment is yrowided for your ceenvxmimce only. I'I ears ref,.a' to N`.A,.C. , rtotn6Y-55i il3 rnr »Aditiiinal conxtx'u rxinu rrrinsem.enis
<br />BRASS CAP
<br />WITH
<br />CHAIN
<br />0
<br />W
<br />zCL
<br />��
<br />0
<br />W �
<br />CAST BRASS I.D. PLATE
<br />o F
<br />WITH SPECIFIED
<br />ULETTERING
<br />(I.E, "AUTO
<br />� 0
<br />SPRINKLER)
<br />= J
<br />CFj
<br />G
<br />2
<br />Z
<br />2
<br />co
<br />FDC CONNECTION CAP
<br />TO BE A 5" STORZ X4" NPT
<br />CHECK VALVE
<br />CONCRETE PAD
<br />18"x18"x6"
<br />FINISH GRADE
<br />4" CONNECTION TO
<br />UNDERGROUND.
<br />FIRE DEPARTMENT CONNECT - FDC
<br />NTS
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<br />a v OCU CC Q
<br />IL EL o
<br />t NO. 84516
<br />* * F=
<br />i7 STATE OF
<br />05/21 i2018
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