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VALVE COLLAR AND
<br />IDENTIFICATION DISK
<br />SEE EXHIBIT 'W-5
<br />s
<br />FINISH GRADE
<br />``- CAST IRON ADJUSTABLE
<br />«', VALVE BOX'
<br />TAPPING VALVE
<br />FLANGED CONNECTION
<br />REACTION BLOCK
<br />UNDISTURBED SEE EXHIBIT
<br />EARTH G-6A (TYP)
<br />e
<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. VALVESTEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN W/36' OR MORE COVER..
<br />WET TAPPING SLEEVE AND VALVE DETAIL
<br />BE DECEM R K Y 015
<br />CIT
<br />Y OF ZEPHYR'HILL
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS C,1UTILITY DEPARTMENT
<br />39825 VE ALSTON AVENUE UE ZEPHYRHILL
<br />S, S FLORIDA 33642
<br />PHONE 1 T
<br />W=2-
<br />H_ -0. F ' 1
<br />ON 8 3 8q 029 AX 813 780-06 3
<br />) (
<br />F`
<br />9(1
<br />BEND
<br />(TYP) -
<br />REDUCED PRESSURE BACKFLOW
<br />PREVENTER WITH FREEZE PROTECTION
<br />KIT
<br />STEEL BALL
<br />VALVE
<br />1/2" EXPANSION (V200) 2' WIDE
<br />MATERIAL (TYP) CONCRETEIrA '
<br />PAD-\1-
<br />la. I 4 • 1�-a
<br />si
<br />�x6-eW1.4xW1.4
<br />FLOW WWF
<br />PSW-1 ADAPTER (TYP)
<br />SERVICE LINE SEE PLAN FOR
<br />SiZE AND MATERIAL 'TYPE (TYP)
<br />UNION (TYP)
<br />(TYP)
<br />-90' BEND (TYP)
<br />FLOW-
<br />SCH 80 PVC PIPE (OR'
<br />AS SHOWN ON PLAN) TYP
<br />NOTES;
<br />1. SIZE OF BACKFLOW PREVENTER, ADAPTERS, ETC, SHALL BE THE SAME AS THE
<br />SERVICE LINE UNLESS NOTED OTHERWISE.
<br />2, MATERIAL TYPE FOR BASE BENDS, VERTICAL RISERS, AND ABOVE GRADE PIPING
<br />FITTINGS (SHOWN PER ABOVE) SHALL BE SPECIFIED IN THE FLOW STREAM
<br />IDENTIFICATION SCHEDULE.
<br />3. INSULATE ABOVE GRADE PIPING AND 'BACKFLOW PREVENTER ASSEMBLY AS
<br />SPECIFIED.
<br />4, FREEZE PROTECTION KIT NOT SHOWN FOR CLARITY.
<br />Z OR LESS - REDUCED PRESSURE
<br />BACKROW PREVENTER DETAIL
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015.
<br />STANDARD DETAILS
<br />CiTY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39826 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642
<br />r PHONE (813)780-0029 FAX (813)780-0613 WMI
<br />REDUCED PRESSURE BACKFLOW PREVENTER NT5
<br />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAIL
<br />SEE EXHIBIT
<br />aA \� jf"+. t
<br />TRADING WIRE
<br />ADJUSTABLE
<br />VALVE BOX;
<br />SEE NOTE
<br />TRACING WIRE
<br />"Cw
<br />FINISH GRADE OR
<br />PAVEMENT
<br />HAND TAMPED BACKFILL
<br />AT TOP SECTIONT
<br />OPERATING NUT'
<br />CI VALVE BOX SHALL REST
<br />ON BEDDING ROCK, NOT ON.
<br />THE PIPE
<br />FDOT #57 STONE
<br />(g' DEEP)
<br />PIPE
<br />COMPACTED FDOT
<br />T 11-III i 11- -I 1-11 II
<br />#57 STONE
<br />LENGTH
<br />G OF VALVE e
<br />WIDTH OF BEDDING EQUALS
<br />LAYING WIDTH OF VALVE +12"
<br />(V 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) REO'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN W/36' OR MORE COVER,.
<br />GATE VALVE BOX
<br />NTS
<br />E 015
<br />CITY
<br />: DECEMBER � M >.j
<br />F ZEPHYRHILL �► S
<br />�i
<br />STANDARD DETAILS
<br />.� STA
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />A
<br />39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542
<br />w
<br />PHONE (813)780-0029 FAX (813)780-0613 W3
<br />2 GATE VALVE SOX NT5
<br />CITY OF ZEPHYRHILLS
<br />1 POTABLE WATER l�
<br />PLAN ViEW
<br />NOTE:
<br />1. ALL LETTERING SHALL BE CAPITALIZED AND AT LEAST ONE INCH IN HEIGHT.
<br />2. REMAINDER OF OPEN SURFACE SHALL BE CROSS HATCHED TO REDUCE SLIPPING ACCIDENTS-
<br />3. COLOR OF BOX AND LID SHALL BE BLACK..
<br />4; A METAL REINFORCED PICK HOLE SHALL BE CENTERED ON THE LIFTING SIDE: OF THE LIT?.
<br />5. THE OPTION OF HAVING LOCKING TABS TO PREVENT "FLOATING" SHALL BE BY REQUEST ONLY.
<br />6. METER BOXES ARE TRAFFIC RATED (H-20).
<br />i� A 1 f B 1
<br />0.75 IN '
<br />3 IN U.
<br />REMOVABLE PIPE 125
<br />ENTRY AREA SHORT SIDE IN. LONG SIDE
<br />VIEW VIEW'
<br />DIMENSION
<br />SINGLE
<br />DUAL
<br />A
<br />11-1/8 INCHES
<br />14-5/8 INCHES
<br />B
<br />18 INCHES
<br />16-5/6 INCHES:
<br />C
<br />12 INCHES
<br />12 INCHES
<br />ALL DIMENSIONS ± 1/8 INCH
<br />POTABLE WATER METER BOX
<br />NTS
<br />°snJariX CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />�..:: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 335421
<br />PHONE (813)7804029 FAX (813)780-0613
<br />Ww17
<br />POTABLE WATER METER BOX NT5
<br />SERVICE TYPE. ingenium
<br />VALVE TYPE VALVE SIZE
<br />a OV -GATE VALVE
<br />BFY- BUTTERFLY VALVE g VALVE IDENTIFICATION ^I•
<br />BIER DISK ANCHORED TO CONCRETE
<br />f" PLANNING to ENGINEERING
<br />PV
<br />DIRECTION AND NO OF L-20
<br />TURNS TO OPEN 14499 N DALE MABRY HWY
<br />5UITE 250
<br />Ao„ TAMPA, FL 33618
<br />813.387.0084
<br />1 f it LETTERS CAST IN 3
<br />OU1 BRONZE DISK (TYP)
<br />CAST IRON LID WITH RAISED CORPORATION STOP (V208)
<br />LETTERS "WATER"
<br />PAINTED BLUE (P©TABLE)
<br />OR RED (FIRE) SERVICE LiNE, SEE
<br />SEE NOTE PLAN FOR SIZE AND
<br />3T X If MATERIAL TYPE
<br />CONCRETE PAD FLOW
<br />NOTE
<br />LOCATOR WIRE ACCESS Z' SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ ADAPTER AS
<br />RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ T:r REQUIRED
<br />OF EXTRA WIRE
<br />WATER MAIN SERVICE
<br />SADDLE
<br />PLAN VIEW
<br />0 5" Oc, 2' FROM TOP
<br />VALVE COLLAR AND IDENTIFICATION DiSK
<br />NTS
<br />E 1
<br />: DECEMBER 20 5
<br />CiTY OF ZEPHYRHILLS D
<br />:a STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />,• 39825 ALSTON AVENUEZEPHYRHILLS, FLORIDA
<br />DA 33542
<br />PHONE (813)78-0029 FAX(813)780 0613
<br />W=5
<br />3 VALVE COLLAR NT5
<br />N
<br />N
<br />NQ
<br />SiZE OF SERVICE SADDLE OUTLET, CORPORATION STOP,
<br />ADAPTERS, ETC, SHALL BE THE SAME AS THE SERVICE
<br />LINE SIZE UNLESS NOTED OTHERWISE.
<br />SERVICE TAP
<br />NTS
<br />ro
<br />j.
<br />f
<br />-
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />DECEMBER 2015
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 3.3542
<br />WM
<br />9
<br />PHONE ($13)780-0029 FAX (813)780-0813
<br />4 SERVICE TAP NT5
<br />#5 Bars Top #6 Bars #4 Bars Continuous
<br />Bottom I2' Returns, Or 12' Returns #4 Bar #4 Bars, S' cc, Top &Bottom
<br />Face Of Curb pro�on OF ill ( Each (Min.) _ _ (Same Below) - #4 Bar
<br />Want Flory ((f � (4x4-W4.OxW4.0 - ~ � ~ #5 Bars, With Nooks.
<br />i r i Welded Wire I I�
<br />Direction Of / I Opening I Bottom Reinforcement, II I 6" cc, Bottom
<br />Predominant Flow A 1 I Centered I „I I II B
<br />Center of Opening I I / Center Of Opening I #4 Bars, 12' cc
<br />Location Reference t Location Reference Or 4x4-W4.0 x W4.0
<br />Welded Wire Reinforcement
<br />% I 40" x 20"
<br />TOP VIEW � ---�, - I 2 #4 Bars
<br />18 6" _ Closed Stirrups 8" cc _ - �� Top & Bottom
<br />(Three Sides)
<br />" 17�" #5 Bar Top & `O #4 Bar (12' Legs)
<br />17j6" Bottom, L=18
<br />Adjustable Curb Box TOP VIEW TOP VIEW
<br />171 (6" to 9" Curb Height)
<br />#5 Bar #5 Bars
<br />j� #6 Bar #4 Bars (Or Welded
<br />3z" I 24' f±3 s") _I 3r" 1 Welded Wire Wire Reinforcement)
<br />Reinforcement a0L
<br />#4 Bar
<br />TRANSVERSE SECTION optional Key Optional Key
<br />(in Lieu Of Dowels) I I 6" Concrete I I (in Lieu Of Dowels)
<br />LONGITUDINAL SECTION 3'-6" Or 4'-O^ 8" Brick .�-6'• s'
<br />FRAME AND GRATE
<br />(Bottom Or Riser) (Bottom Or Riser)
<br />SECTI
<br />N AA
<br />�� (SEE NOTE 6 BELOW) (SEE NOTE BLOW)
<br />N BB
<br />11'6" k" Bottom Lug (2 Corners) -1� �;
<br />Approximate Debris Free Capacity TOP SLABS
<br />L-L-� (0.02 Pavement Cross Slope)
<br />El GENERAL NOTES
<br />H
<br />U.
<br />I--� " $:" 3.0
<br />w
<br />� 0 2.0
<br />~ I.0
<br />FFFFLL
<br />Sae
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<br />il tec
<br />G e
<br />et
<br />G
<br />4.1)
<br />Ut
<br />1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use
<br />of throated Curb inlets Types I through 6. The typical application is an curb returns to city streets. The inlet grate
<br />is suitable for pedestrian and bicycle traffic.
<br />2. This inlet to be located outside of curb ramp area in vertical faced curbs such as Curb and Gutter Type F. Grate
<br />shall be oriented with vanes directed toward Predominant flow.
<br />j�
<br />FT� E 1E� � � IJ
<br />2r�d'
<br />TOO 90 80 70 60 50
<br />Ointake 7QTotal (%)
<br />3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201.
<br />I
<br />EFFICIENCY CURVE
<br />4. All steel in slab tops shall have IW' minimum cover unless otherwise shown. Tops shall be either cast -in -place or
<br />TOP VIEW
<br />a:
<br />precast concrete.
<br />5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located
<br />_-i W 4._
<br />I
<br />directly above bottom wail or riser wall.
<br />R
<br />6. When used an a structure with dimensions larger than those detailed above and risers are not applied, the top slab
<br />Itu" �12 Equal Spaces 21-&'Equal Spaces 21-&'
<br />3Y' R
<br />*,
<br />shall be constructed using Index No. 200 with the slab opening adjusted to 24"x36". The "Special Top Slab" on Index
<br />if if 09919
<br />yw
<br />~~ R
<br />No. 200 is not permitted.
<br />See Detail A See Detail B
<br />7. Frame may be adjusted with one to six courses of brick.
<br />8. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO HL-93 loading. Grates shall be
<br />SECTION
<br />DETAIL A DETAIL B
<br />reversible, right or left.
<br />GRATE DETAIL
<br />LAST Z DESCRIPTION: INDEX SHEET
<br />0 2015
<br />REVISION �, Fppp CURB INLET TOP TYPE 9 No. No.
<br />07101113 .� DESIGN STANDARDS 214 1 of 1
<br />� CURB INLET NTS
<br />STATE OF FLORIDA
<br />AUTHORIZATION NUMBER
<br />8370
<br />PLAN5 PREPARED BY INGENIUM
<br />ENTERPRISES FORMERLY GRIMAIL
<br />CRAWFORD
<br />L
<br />CLIENT:
<br />MCCON BUILDING CORP.
<br />105q CIRCLE DRIVE
<br />HIGHLAND, WI 53543
<br />PHONE: 608.92q.7737
<br />REV15ION N15TORY
<br />-- --/--/----
<br />-- --/--/----
<br />----/--/----
<br />----/--/----
<br />-- --/--/----
<br />-- --/--/----
<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 AS 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 IS THE EXCLUSIVE
<br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL
<br />IDEAS REPRESENTED HERE BY TH15 INFORMATION
<br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN
<br />ANY MANNER WITHOUT THE EXPRE55ED WRITTEN
<br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE
<br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF
<br />SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF
<br />THE CIVIL ENGINEER 15 PROHIBITED.
<br />PROJ #
<br />170061
<br />DWG NAME
<br />170061 C04.DWG
<br />155UE DATE
<br />09/07/2017
<br />PROJ MGR
<br />JP
<br />UTILITY DETAILS IV
<br />C04,4
<br />5HEET NUMBER
<br />G
<br />I
<br />- --
<br />PiI &I e.. i. �:. .: � 1 � I ii:I I I u o. i:n. t f,ll I.';L.. 1 61 1 1
<br />
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