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<br />d on
<br />MIN SIDE SLOPE
<br />UNDISTURBED
<br />PER OSHA
<br />EARTH (TYP)
<br />FOR SHORED
<br />FOR OPEN
<br />REQUIREMENTS GROUND
<br />TRENCHES
<br />TRENCHES
<br />(TYP) S
<br />RFACE
<br />WHERE SHORING IS NOT EXTENDED TO T
<br />O
<br />0
<br />SURFACE, SLOPE EXCAVATION AWAY �Ibll
<br />FROM TOP OF SHORING PER OSHA
<br />-1
<br />WARE ING
<br />REQUIREMENTS
<br />N
<br />In FafE
<br />�f^
<br />ro
<br />PRIOR TO COMPLETION OF FINAL BACKFILL,
<br />A
<br />od
<br />REMOVE SHEETING ABOVE 12" OF TOP OF
<br />'u
<br />PIPE; REMAINDER OF SHEETING TO BE LEFT
<br />11
<br />a
<br />INPFPLACE
<br />PPE OUTSIDE DIAMETER OR
<br />Q'i`
<br />VERTICAL CONDUIT SPAN
<br />1'
<br />3
<br />>
<br />3
<br />PIPE SPRING LINE OR CENTERLINE
<br />4
<br />z OPEN TRENCH MAXIMUM
<br />OF VERTICAL CONDUIT SPAN
<br />g VERTICAL WALL HEIGHT
<br />SHEETING OR TRENCH BOX
<br />PER OSHA REQUIREMENTS
<br />5
<br />m
<br />FOR SHEETING TYPE CONSTRUCTION, DRIVE
<br />=11-
<br />SHEETING BELOW BOTTOM OF EXCAVATION FOR
<br />/I
<br />LATERAL SUPPORT AS REQUIRED BY THE
<br />CONTRACTOR'S REGISTERED ENGINEER
<br />PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN
<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 />A (INCHES)
<br />B (INCHES)
<br />LESS THAN 24
<br />12
<br />12
<br />24 AND GREATER
<br />1 18
<br />1 18
<br />ZONE
<br />NO.
<br />ZONE
<br />NAME
<br />MATERIAL
<br />COMPACTION
<br />tO
<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 />INITIAL BACKFILL
<br />3
<br />HAUNCHING
<br />®
<br />BEDDING
<br />O5
<br />FOUNDATION
<br />(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED.
<br />TRENCH ZONE NOTES:
<br />1� 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 />( 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 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 MATERIALIN COMPLETELY A M IN 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 LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE 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 />NTS
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENTda
<br />39825 ALSTON AVENUE ZEPHYRHILLS,
<br />Gil
<br />FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />TYPICAL UTILITY TRENCH
<br />NOT TO SCALE
<br />FINISHED GRADE SEE EXHIBIT G-3
<br />\ \ x
<br />10' MIN 10' MINI PROPOSED UTILITY
<br />FULL LENGTH OF -SEE MIN VERTICAL
<br />PIPE CENTERED t-;V SEPARATION REQUIREMENTS
<br />AT CROSSING �Ti l`
<br />EXISTING UTILITY
<br />CL PIPE
<br />OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
<br />SAND CUSHION FINISHED GRADE
<br />COVER PER TRENCH , iTi' 6 MIN 11.25' ELB (TYP)
<br />DETAIL (TYP) SEE NOTE
<br />SEE EXHIBIT G-3
<br />6` MIN PROPOSED UTILITY
<br />12'
<br />(MIN,IYP)
<br />IV-0" MIN 10'-0" MIN I CONCRETE FULL ENCASEMENT
<br />EXISTING UTLTTY PIPE
<br />PI
<br />NOTE:
<br />WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED
<br />NSTEAD 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 />V-0"(1,2)
<br />V-0"(1,2)
<br />V-O"(1)
<br />1'-0"
<br />1'-0"
<br />SEE NOTE 1
<br />SANITARY W
<br />GRAVITY S ARY SEWER
<br />V-6" 2
<br />-
<br />1' 0"
<br />-
<br />1' 0`
<br />-
<br />1' 6"
<br />1'-6" 2
<br />1'-0"
<br />SEWAGE FORCE MAIN
<br />1'-6" 2
<br />()
<br />-
<br />1' 0"
<br />-
<br />1' 0"
<br />-
<br />1' 0"
<br />V-6" 2
<br />( )
<br />1'-0"
<br />SEE NOTE 2
<br />STORM
<br />V-0"(1)
<br />V-6"
<br />1'-0"
<br />1'-0"
<br />1'-0"
<br />RECLAIMED WATER
<br />1'-D"
<br />V-6"
<br />V-6"
<br />1'-0"
<br />1'-0"
<br />1'-0"
<br />SEE NOTE 2
<br />ELECTRIC
<br />TELECOMMUNICATIONS
<br />1 FA 62-555,314
<br />C
<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 />MINIMUM VERTICAL SEPARATION REOUIREMENTS
<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'-0"(1,2)
<br />S-0"(1)
<br />3'-0"(1,3)
<br />3'-0"
<br />GRAVITY SANITARY SEWER
<br />10'-0"(2)
<br />1'-O"
<br />1'-0"
<br />3'-0"
<br />3'-0"(2)
<br />3'-0"
<br />SEWAGE FORCE MAIN
<br />10'-O"(2)
<br />1'-O"
<br />1'-0"
<br />3'-0"
<br />3'-0"(2)
<br />3'-O"
<br />STORM
<br />S-O"(1)
<br />3'-O"
<br />S-0"
<br />1'-0"
<br />3'-0"
<br />3'-0"
<br />RECLAIMED WATER
<br />3'-0"(1,3)
<br />3'-0"(2)
<br />3'-0'(2)
<br />3'-0"
<br />1'-0"
<br />Y-0"
<br />ELECTRIC
<br />3'-0"
<br />3'-0"
<br />3'-0"
<br />3'-0"
<br />3'-0"
<br />2'-0"
<br />TELECOMMUNICATIONS
<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 />LIMITS OF
<br />SP-1.25 (TRAFFIC C) PAVEMENT
<br />AASPHALT RESTORATION
<br />MATCH EXISTING TRENCH
<br />THICKNESS TOP WIDTH
<br />2"MIN 6" 6"
<br />6" 6" SAW -CUT EXISTING
<br />PAVEMENT (TYP)
<br />EXISTING
<br />PAVEMENT-� + + + + UNDISTURBED
<br />EARTH
<br />11=11 I III=11 I- III I I I-1 I I -1 I I I I I I ! I I III -III I I ! 11=11 _ I I
<br />1_III-III- - II -I LBR 100 LIMEROCK BASE 8"
<br />-III-I 1 I=-1
<br />il= THICK (MIN) SEE NOTE 2
<br />I -
<br />COMPACT UPPER 12" TO SEE TYPICAL PIPE TRENCH DETAIL
<br />MIN 98% MODIFIED FOR PIPE COVER DEPTH AND
<br />PROCTOR DRY DENSITY, BACKFILL REQUIREMENTS
<br />ASTM D-1557
<br />NOTES:
<br />1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS,
<br />DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES, AND
<br />SIMILAR RESTORATION.
<br />2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED
<br />PROCTOR DRY DENSITY, ASTMD-1557.
<br />3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN
<br />COMPLIANCE WITH PASCO COUNTY STANDARDS AND FDOT STANDARDS
<br />RESPECTFULLY.
<br />ASPHALT PAVEMENT RESTORATION
<br />NTS
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />G-9
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />ASPHALT PAVEMENT RESTORATION
<br />B9 NOT TO SCALE
<br />UTILITY CONFLICT
<br />NOT TO SCALE
<br />SEE EXHIBIT G-3 ULL LENGTH OF PIPE
<br />'7F
<br />CEENTERED AT CROSSINGPROPOSED UTILITY 11.25 ELB (TYP)
<br />SEE NOTE
<br />10' MIN 10' MIN
<br />CLPIPE
<br />NOTE:
<br />WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.
<br />OPTION 2 (SUFFICIENT SEPARATION AVAILABLE}
<br />ISH D GRADE
<br />VARIES
<br />TING UTILITY
<br />SEE MIN VERTICAL
<br />SEPARATION
<br />REQUIREMENTS
<br />""""""-" "TILITY
<br />CUSHION
<br />iTING UTILITY
<br />SECTION A -A
<br />UTILITY
<br />CUSHION
<br />OSED UTILITY
<br />SECTION B-B
<br />6" PIPE O.D. 6"
<br />� MIN MIN
<br />ROPOSED UTILITY
<br />0
<br />0
<br />wa FULL CONCRETE
<br />a ENCASEMENT
<br />a 2500 PSI (MIN)
<br />CONCRETE
<br />NOTES: i •.
<br />CONC�RETE ENCASEMENT
<br />1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE 4
<br />BY CASE BASIS. NITS
<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 />LIMITS OF CONCRETE
<br />DRIVE RESTORATION
<br />(10" MAX)
<br />TRENCH 1 2
<br />12" TOP WIDTH ., 3,000 PSI CONCRETE
<br />WITH 6x6 #10 WWF,
<br />SAW -CUT EXISTING MATCH EXISTING
<br />CONCRETE (TYP) THICKNESS (6" MIN)
<br />_I -III III=III
<br />-111 T_I #4x18"LONG DOWEL
<br />UNDISTURBED I- @ 12 OC AROUND
<br />EARTH PERIMETER 8" MIN FROM
<br />CORNER. EPDXY GROUT
<br />INTO EXISTING CONCRETE
<br />COMPACT UPPER 12" TO WITH 10" EMBEDMENT
<br />MIN 98% MODIFIED PROCTOR
<br />DRY DENSITY, ASTM D-1557
<br />SEE TYPICAL PIPE TRENCH DETAIL
<br />FOR PIPE COVER DEPTH AND
<br />BACKFILL REQUIREMENTS
<br />NOTES:
<br />MATCH EXISTING GRADE AND FINISH.
<br />CONCRETE DRIVE RESTORATION
<br />NTS
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />G-9A
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />CONCRETE DRIVE RESTORATION
<br />NOT TO SCALE
<br />UTILITY CONFLICT
<br />2
<br />UNDISTURBED
<br />EARTH B
<br />"T BEARING AREA
<br />>j r,
<br />r�
<br />BENDS PLAN
<br />NO SURFACE
<br />URBED
<br />MIN
<br />ILLUSTRATIVE SECTION
<br />W
<br />TEE PLAN
<br />BENDS IN SECTION
<br />ARTH
<br />j EARTH
<br />d
<br />f
<br />BEARING
<br />AREA (TYP)
<br />K:fi it. :`
<br />(ICE, TYP.
<br />4
<br />REACTION BLOCK BEARING AREA DIMENSIONS
<br />FITTING
<br />11 1/4' BEND
<br />22 1/2' BEND
<br />45' BEND
<br />90' BEND
<br />TEE/CROSS
<br />PLUGS/CAP
<br />SIZE
<br />(in)
<br />H x W
<br />(in)
<br />H x W
<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 />20x2O
<br />2Bx28
<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 />44x44
<br />10
<br />24x24
<br />33x33
<br />47x47
<br />63x63
<br />53x53
<br />12
<br />28x28
<br />40x40
<br />55x55
<br />5
<br />63x63
<br />14
<br />33x33
<br />46x46
<br />64x64
<br />Ell
<br />73x73
<br />16
<br />37x37
<br />52x52
<br />73x73
<br />,7x75
<br />99x99
<br />83x83
<br />18
<br />42x42
<br />58x58
<br />82x82
<br />11x111
<br />93x93
<br />24
<br />55x55
<br />77x77
<br />108x108
<br />146x146
<br />123x123
<br />CROSS PLAN
<br />REACTION BLOCK NOTES
<br />A. BASED ON 150 PSI PRESSURE & 1500 PSF SOIL BEARING VALUE, 2.0 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 ENGINEER 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 />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />Gm6A
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />TYPICAL THRUST BLOCK
<br />NOT TO SCALE
<br />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAIL
<br />SEE EXHIBIT W-5
<br />FINISH GRADE OR
<br />PAVEMENT
<br />TRACING WIRE
<br />'--HAND TAMPED BACKFILL
<br />O
<br />AT TOP SECTIONT
<br />ADJUSTABLE
<br />OPERATING NUT
<br />VALVE BOX
<br />CI 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 />-
<br />I-111-
<br />II II
<br />1 I� PIPE
<br />n1
<br />II -III
<br />-III
<br />�IIIII
<br />II-
<br />I=III_ VALVE
<br />1=1 I
<br />IIIIIIII
<br />I 1=1
<br />- COMPACTED FDOT
<br />II II=III
<br />—I _III
<br />I
<br />III=III=III=III=III
<br />I I —I 1=1 1=III
<br />I I I-1
<br />III #57 STONE
<br />-I
<br />LENGTH
<br />6"
<br />OF VALVE 6"
<br />WIDTH OF BEDDING EQUALS
<br />LAYING WIDTH OF VALVE +12"
<br />(6" BEYOND EA SIDE)
<br />NOTES:
<br />1. EXTENSION OF VALVE BOX SHALL
<br />BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT
<br />LENGTH FOR FUTURE USE.
<br />2. VALVE STEM EXTENSIONS) REQ'D
<br />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
<br />STANDARD DETAILS
<br />NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />W-3
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />GATE VALVE BOX
<br />NOT TO SCALE
<br />OR
<br />OR
<br />OR
<br />000
<br />CONSTRUCTION
<br />07/15/22
<br />TJS
<br />ACS
<br />GEL
<br />JPRH
<br />AJD
<br />PERMIT
<br />06/24/22
<br />TJS
<br />ACS
<br />GEL
<br />JPRH
<br />AJD
<br />PERMIT
<br />05/26/22
<br />TJS
<br />ACS
<br />GEL
<br />JPRH
<br />AJD
<br />REVISION DESCRIPTION
<br />DATE
<br />DRWN
<br />DSGN
<br />CHKD
<br />QC
<br />APPD
<br />REF. DWG. NO
<br />REFERENCE DRAWING TITLE
<br />A B C D E F G H
<br />2
<br />ISSUED F
<br />1
<br />ISSUED F
<br />0
<br />ISSUED F
<br />REV
<br />❑h❑ MERRICK
<br />MERRICK PROJECT NO.: 3021600491
<br />CLIENT PROJECT NO.:
<br />SCALE:
<br />AS NOTED
<br />TITLE:
<br />BLUE TRITON ZEPHYRHILLS
<br />CIVIL
<br />UTILITY DETAILS 1
<br />REVISION: DRAWING NO.: SHEET NO.:
<br />2 6004-CD-00-005 1 OF 1
<br />� � I
<br />a I.
<br />i
<br />
|