|
UNDISTURBED
<br />EARTH (TYP)
<br />WHERE SHORING IS NOT EXTENDED TO D
<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 1Y OF TOP OF
<br />PIPE; REMAINDER OF SHEETING TO BE .LEFT
<br />IN PLACE
<br />PIPE DrDE DIAMETER OR
<br />VERTICAL CONDUIT SPAN
<br />PIPE SPRING LINE OR CENTERU
<br />OF VERTICAL CONDUIT SPAN
<br />SHEETING OR TRENCH BOX
<br />FOR SHEETING TYPE CONSTRUCTION, DRIVE
<br />SHEETING BELOW BOTTDM OF EXCAVATION MR
<br />LITERAL 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 />W
<br />a
<br />p z
<br />MIN SIDE SLOPE
<br />PER OSHA
<br />FOR SHORED
<br />FOR OPEN
<br />REQUIREMENTS GROUND
<br />TRENCHES
<br />TRENCHES
<br />(TV) S
<br />RFACE
<br />7,8
<br />WARNING
<br />�
<br />TAPE
<br />A
<br />I,
<br />al
<br />2
<br />z
<br />l2.f
<br />.:_
<br />�l --..
<br />.�.
<br />3
<br />3
<br />i4
<br />b 9 OPEN TRENCH MAXIMUM
<br />0� :
<br />VERT1FJiL WALL HEIGHT
<br />i
<br />5
<br />/
<br />PER OSNIA REQUIREMENTS
<br />m
<br />tw
<br />PIPE OUTSIDE
<br />DIAMETER OR HORIZONTAL CONDUIT SPAN
<br />NOMINAL PIPE_ DIAMETER
<br />MINIMUM
<br />ADDITIONAL
<br />OR HORIZONTAL
<br />SIDEWALL
<br />EXCAVATION
<br />EONIXRT SPAN
<br />CLEARANCE
<br />DEPTH (1)
<br />(INCH)
<br />A (INCHES)
<br />B (INCHES)
<br />LESS THAN 24
<br />12
<br />12
<br />24 AND GREATER
<br />18
<br />16
<br />ZONE
<br />ZONE
<br />NO.
<br />NAME
<br />MATERIAL
<br />COMPACTION
<br />1
<br />FINAL BACKFILL
<br />AS SPECIFIED
<br />AT LEAST 95X
<br />MODIFIED PROCTOR
<br />MAXIMUM DRY
<br />ASTY
<br />D-1557 (98X
<br />WHEN UNDER
<br />PAVEMENT)
<br />2
<br />INITIAL BACKFILL
<br />3
<br />HAUNCHING
<br />4
<br />BEDDING
<br />1-91
<br />FOUNDATION
<br />(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED,
<br />TRENCH ZONE NOTES,NOTES;
<br />O FINAL BACKFILL SHALL. BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT., REFER TO ADDITIONAL NOTE 3.
<br />Q INITIAL BACKFILL SH411 BE.. INSTALLED IN LIFTS NOT EXCEEDING 8 INCHES, LOOSE MEASUREMENT. ALL LIFTS MALL BE COMPACTED BY HAND.
<br />TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE. 3.
<br />Q)HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LETS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE
<br />COMPACTED BY HAND TAMPING, BRUNCHING SHALL: BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE.
<br />FTC u
<br />N COYP FW TER N _
<br />40:BEDDING SHALL BE 1NS7ALLE0 I L._LY D A ED THE C.ES N LIFTS NOT EXCEEDING 8 INCHES, LOOSE MEASUREMENT, AND SHALL BE
<br />COMPACTED BY HAND OR MECWWOAL TAMPING. PROPERLYSHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY
<br />OF THE PIPE. REFER TO ADDITIONAL NOTE 3.
<br />(g) NATIVE, UNDISTURBED MATERIAL MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR SS9PACTED
<br />BEDDING MATERIAL. NEED NOT BE REPLACED Q REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL. IS REQUIRED..
<br />FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERVIL IS .ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3.
<br />ADDITIONALNOTES
<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 FWSTORATION OFT0 WHERE APPLICABLE
<br />2, TRACING WIRE SWILL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10- W/ A NYLON WIRE TE IF THE WIRE IS DAMAGED OR
<br />NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE 'UF'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 SHALT. BE TESTED TO VERIFY CONDUCTIVITY.
<br />3. ALTERNATIVE LIFT THICKNESSES,. NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES i, 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 />NITS
<br />6 CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEP,NYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE. ZEPHYRHILLS, FLORIDA 33542 G-3
<br />i PHONE (813)7804029 FAX (813)7804613
<br />� TRENCH DETAIL TITS
<br />METER SWIVEL
<br />METER SWIVEL
<br />ADAPTER
<br />ADAPTER (SPUD)
<br />(SPUD)
<br />NIPPLE & REDUCING
<br />METER
<br />BUSHING (AS NEEDED)
<br />LOCKING
<br />CURB IPXF P)
<br />1B INCH TMOW>
<br />MIN.
<br />1CHAMFER VALVE BOX
<br />TYPICAL
<br />CAST 3 INCH SCH40 PVC PIPE
<br />THROUGH SLAB (TYP.)
<br />I- COMPACTED BACKFILL
<br />2 INCH SOLID BRASS
<br />OR SS RISER
<br />2 INCH PE TUBING
<br />A GATE VALVE SHALL BE
<br />INSTALLED WITHIN 2 PIPE
<br />DIAMETERS OF THE UNDERGROUND-
<br />INLET ELBOW (TYP)
<br />FINISHED GRADE
<br />IU MIIV IU MIN
<br />{ I PROPOSED UTILITY
<br />FULL LENGTH OF SEE MIN VERTICAL
<br />PIPE CENTERED l "T SEPARATION REQUIREMENTS
<br />AT CROSSING
<br />PIPEFX..ISTING UTILITY -
<br />OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
<br />SEE EXHIBIT 0-3
<br />f ELB (TYP)
<br />NOTE
<br />'OSED UTILITY
<br />101T MIN 10'-0" MIN _, u ,. , ,t,a
<br />EXISTING UTILITY gPIPE
<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 />1' 0"
<br />1'-0"(1..2)
<br />7`-Q'(1,2).
<br />1'-0"(1)
<br />4'-U'
<br />1'-O"
<br />SEE NOTE 1
<br />GRAVITY SANITARY SEWER
<br />1'-G (2)
<br />1'-T
<br />1,-e
<br />1'-6"
<br />1'-6"(2)..
<br />1'-0"
<br />SEWAGE FORCE MAIN
<br />1'-672
<br />1'-D"
<br />1.•_0'
<br />1'-D"
<br />V- '
<br />S 2 _
<br />1'- '
<br />Q
<br />SEE NOTE 2
<br />STORM
<br />1'-Q"(1)
<br />1'-6"
<br />1'-D`
<br />T`-0'
<br />7'_0'
<br />S'-0"...
<br />RECLAIMED WATER
<br />I'I3'
<br />v-6,
<br />1'-6"
<br />1'-Cr
<br />1'-0"
<br />V-e
<br />SEE NOTE 2
<br />ELECTRIC
<br />TELECOMMUNICATIONS
<br />1Cr
<br />: 1•._0":
<br />1,_0"
<br />-
<br />1.•_D"
<br />1,_0-
<br />1'_0;
<br />(1) FAC 62-555.314
<br />(2 FAC 62-604.400
<br />(5 FAC 62-610.469
<br />NOTES:
<br />T. .ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER.
<br />2. ONLY OPTION 2 CONSTRUCTIONS IS ALLOWED- WITHOUT APPROVAL OF ENGINEER,
<br />MINIMUM VFRTI[:AI AFPARATIAN RP8111RFMPWTS
<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 />FORCEMAIN
<br />WATER
<br />TELECOMMUNICATIONS
<br />POTABLE WATER
<br />1'-1i
<br />1-0'-D"(1;2)
<br />18'-O"(1,2)
<br />3' T(i)
<br />3'-07(1,3)
<br />3,"-e
<br />GRAVITY SANITARY SEWER
<br />10' 0"(2)
<br />: 1' C'
<br />1'-➢"
<br />3'.-O'
<br />3'-T(2)
<br />3'-T
<br />SEWAGE FORCE MAIN
<br />1O'-O°(2)
<br />1'-0"
<br />1'-0'
<br />3'-0"
<br />3' 0'(2)
<br />3' 1Or
<br />STORM
<br />x-0'(1)
<br />3' T
<br />T-0"
<br />1'-0"
<br />"3`-0'
<br />3°-0'
<br />RECLAIMED WATER
<br />31-T(1,3)
<br />S-0 (2)
<br />T-O"(2)
<br />3'-D"
<br />1'-D.
<br />3'-D`
<br />ELECTRIC
<br />TELECOMMUNICATIONS
<br />3'_O-
<br />31-0
<br />3'-0"
<br />3'-0
<br />3'-4
<br />2'-0'
<br />(1) FAQ 52 555.314 .NOTE:
<br />(? FAC 62 604.400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE ORIP LINE OF TREES WITHOUT PRIOR
<br />(3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER.
<br />2 UTILITY CROSSING TITS
<br />BALL REDUCED PRESSURE
<br />VALVE BACKFLOW PREVENTER
<br />ASSEMBLY
<br />BALL VALVE
<br />sa
<br />ELBOW
<br />w
<br />a
<br />li
<br />SWIVEL FINISHED r
<br />UNION GRADE '
<br />12 INCH + PIPE
<br />DIAL. (MIN.
<br />DISTANCE) 18 INCH I
<br />CONCRETE SLAB MIN jl
<br />PIPING
<br />,
<br />PE TUBING,j I
<br />* RELIEF VALVE DISCHARGE LENGTH VARIES 11 EE NOTE 6
<br />TO BE ABOVE 100 YR FLOOD PLAIN DEPENDING ON I
<br />SITE CONDITIONS
<br />I
<br />CITY OF I
<br />ZEPHYRHILLS I r PRIVATE
<br />POD
<br />NOTES:
<br />1. SEE EXHIBIT W-16E FOR GENERAL WATER METER ASSEMBLY NOTES.
<br />2. WATER METER SIZE/STYLE TO BE DETERMINED BY ENGINEER AS WELL :AS UPSTREAM AND DOWNSTREAM
<br />SPOOL LENGTHS,
<br />3 SEE GENERAL CONSTRUCTION NOTES (ATTACHMENT E) FOR PAINTING REQUIREMENTS.
<br />4.. BOLLARDS ARE REQUIRED IN HIGH TRAFFIC OR NEAR VEHICLE MOVEMENT .AREAS.
<br />5. ALL PIPING TO BE A MINIMUM OF 2-INCHES UP THROUGH THE LOCKING CURB STOP.
<br />6. IF THE GATE VALVE CAN'T BE INSTALLED WITHIN THE CONCRETE SLAB, INSTALL IT WITHIN 25 FT. OF THE
<br />BUILDING FACE AND PROVIDE A CONCRETE COLLAR FOR THE VALVE BOX.
<br />7. 2-INCH COMMERCIAL SERVICE UNES SHALL USE A 2-INCH SLEEVE AND TAPPING VALVE (INSTEAD OF A
<br />CORPORATION STOP) AT THE WATER MAIN CONNECTION.
<br />WATER METER ASSEMBLY COMMERCIAL
<br />1-1/2 INCH AND 2 INCH METERS
<br />NTS
<br />4 WATER METER ASSEMBLY NTS
<br />a-
<br />N
<br />LLI
<br />m
<br />,
<br />W
<br />Lu
<br />W
<br />r�
<br />V♦
<br />cv
<br />yr
<br />J J
<br />0
<br />0 C
<br />v?
<br />T_
<br />90
<br />i
<br />0
<br />J R
<br />I.`J
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<br />I�
<br />X
<br />LL
<br />0.
<br />R1
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<br />W
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<br />U.
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<br />4�d°-
<br />L)
<br />N
<br />ao
<br />:U
<br />sr
<br />PROPOSED UTILITY
<br />SAND CUSHION
<br />EXISTING UTILITY
<br />(n'P)
<br />SECTION Ail
<br />fXI TANG UTxm
<br />WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS � SAND CUSHION
<br />OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) PROPOSED UTILITY
<br />SECTION B-0,
<br />6" PIPE OD. 6
<br />� MN
<br />ROPOSED UTILITY
<br />0
<br />a FULL CONCRETE
<br />a ENCASEMENT
<br />2500- PSI (MIN)
<br />•,.:. CONCRETE
<br />a
<br />om.
<br />NOT
<br />C -- NC ETE ENCASEMENT E.M...ENT1. FOR PROPOSED ED WATER MAINS, THIS OPTION IS ONLY. ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE BY CASE BASIS. NTS
<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 />UTILITY CONFLICT
<br />GENERAL NOTES:.
<br />1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK
<br />OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY
<br />A WALL OR .GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED
<br />(CONCRETE OR ASPHALT)
<br />2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH
<br />AND LARGER PIPE.
<br />3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE
<br />REQUIRED PRIOR TO ACCEPTANCE BY THE CITY.
<br />4, ALL BACKFLOW ASSEMBLIES OR DEVICES MUST 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. STAB 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 CHOSEN 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 />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 />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 />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 />k1n"/ CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />Wol 6E
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />UNDISTURBED "4
<br />EARTH ti E
<br />s
<br />" ' ii
<br />BEARING AREA
<br />2
<br />BE PLAN
<br />w
<br />TE£ PLAN
<br />4
<br />BEARII
<br />AREA
<br />CROSS PLAN
<br />RFACE
<br />MIN
<br />ILLUSTRATIVE SECTION
<br />ICE, TYR
<br />REACTION BLOCK BEARING AREA DIMENSIONS
<br />FITTING
<br />11 11V BEND
<br />22 1/2' BEND
<br />4S BEND
<br />9D' BEND
<br />PLUGS/CAP
<br />SIZE.....
<br />0n)
<br />H x W
<br />00
<br />H a W
<br />(in)
<br />H z.W. _
<br />(in)
<br />H x W
<br />(in)
<br />H x W
<br />(in)
<br />4
<br />x11
<br />I,
<br />9
<br />1 15
<br />_. 21 1
<br />29*29
<br />4Ox4O
<br />3
<br />4x2 a
<br />am
<br />47947
<br />4x w
<br />53 .
<br />12
<br />-
<br />4Ox4O
<br />x
<br />7 5
<br />14
<br />33
<br />45x45
<br />Box"z57
<br />73x7
<br />5.
<br />x 7
<br />1 5ZX5273x73
<br />oft
<br />83x83
<br />42<4I
<br />a2952
<br />711x111
<br />x.
<br />REACTION BLOCK NOTES
<br />A BASED ON 150 PSI PRESSURE k 150D PSF:StXL. BEARING -:VALUE, 2.0 SAFER' FACTOR, WATER TABLE BELOW hIE THRUST BLACK, VERTICAL. BLOCK FACE, AND A MINIM M
<br />THICKNESS OF 15 INCHES.
<br />B. BEARING AREAS FOR PLUGS SHALL BE THE SAME AS FOR TEES
<br />0, FORM REACTION BLOCKS TO KEEP CONCRETE CLEAR OF JOINTS AND BOLTS.
<br />D. REWIRED 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 Ian BACKFILL COMPACTED TO 95X MODIFIED
<br />PROCTOR MAXIMUM DRY .DENSITY, ASTM D1557.
<br />G. NOT USED,
<br />IL 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 ENGINEER SR41 PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL REACTION BLOCKS WERE
<br />INSTATED 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. CON W.WR'S COST FOR MEETING THESE REQUREMENTS STINT BE INCLUDED IN THEIR BID.
<br />ITH
<br />CITY OF ZEPHYRHILLS
<br />DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />G=6A
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />3 THRUST BLOCK TITS
<br />PIG TAIL WIRE AFTER
<br />PASSING THROUGH SPLIT BOLT
<br />#a THW LOCATING WIRE TAPE CONNECTION
<br />(SOLID COPPER WIRE AND WATER PROOF TAPE
<br />WITH BLUE COATING)
<br />HEAT ACTIVATED
<br />SHRINKING WIRE
<br />COVERING
<br />/4" x 3/4" SPLIT BOLT
<br />NOTES:
<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 TO SCALE
<br />y ,r DECEMBER 2015
<br />CITY OF ZEPHYRHILLS
<br />z{r.sf 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=8
<br />5 LOCATING WIRE SPLICING NTS
<br />incyganium
<br />PLANNING & ENGINEERING
<br />14499 N DALE MABRY HWY
<br />SUITE 250
<br />TAMPA, FL 33618
<br />813.387.0084
<br />``;qtisslliBt/r�tt
<br />a * * ND.60386
<br />i W
<br />sSTAI ty.
<br />vr+- .�A-
<br />me�`*tt` 0NA s
<br />STATE OF FLORIDA
<br />AUTHORIZATION NUMBER
<br />8370
<br />PLAN5 PREPARED BY INGENIUM
<br />ENTERPRISES FORMERLY GRIMAIL
<br />CRAWFORD
<br />0
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<br />a
<br />IL
<br />CLIENT:
<br />MCCON BUILDING CORP.
<br />105q CIRCLE DRIVE
<br />HIGHLAND, WI 53543
<br />PHONE: 608.92q.7737
<br />REVISION N15TORY
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<br />THE CIVIL ENGINEER REGULARLY UPDATES
<br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A
<br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY
<br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE
<br />DOES NOT NECESSARILY REFLECT THE COMPLETE
<br />SCOPE OR CONTENT A5 DEFINED IN THE CONTRACT.
<br />THE CONTENTS IN THESE FILES MAY THEREFORE BE
<br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND
<br />SUBJECT TO CHANGE. FURTHERMORE, THE
<br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE
<br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL
<br />IDEAS REPRESENTED HERE BY THIS INFORMATION
<br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN
<br />ANT MANNER WITHOUT THE EYPRE55ED WRITTEN
<br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE
<br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF
<br />5AME WITHOUT EXPRESSED WRITTEN PERM155ION OF
<br />THE CIVIL ENGINEER 15 PROHIBITED,
<br />PROJ II
<br />170061
<br />DWG NAME
<br />170061 C04.DWG
<br />155UE DATE
<br />Oq/07/2017
<br />PROJ MGR
<br />JP
<br />UTILITY DETAILS II
<br />co4.2
<br />SHEET NUMBER
<br />f!
<br />
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