|
PIPE RESTRAINT
<br />6"X 6"W1.4XW1.4
<br />}
<br />m
<br />W
<br />m
<br />0
<br />Z
<br />a
<br />2
<br />(n
<br />Z
<br />J
<br />a
<br />W
<br />fn
<br />W
<br />x
<br />METER----
<br />M A T E R I A L S
<br />ITEM
<br />QUANT.
<br />DESCRIPTION
<br />1
<br />1
<br />BACKFLOW PREVENTER ASSEMBLY, DOUBLE CHECK VALVE
<br />2
<br />2
<br />UNIONS - GALV.
<br />3
<br />2
<br />NIPPLES - BRASS
<br />4
<br />2
<br />ELBOWS - GALV. 900
<br />5
<br />2
<br />RISER - GALV.
<br />6
<br />*
<br />CONCRETE SLAB
<br />7
<br />2
<br />BALL VALVES - BRASS OR S.S. (PROVIDED WITH BFP ASS
<br />Y)
<br />NOTE: - FIELD ADJUST AND CUT ITEM 5 TO THE PROPER LENGTH.
<br />BFP DEVICE TO BE INSTALLED LEVEL AND PLUMB
<br />- MINIMUM CLEARANCE OF 24" TO BE MAINTAINED AROUND DEVICE
<br />FOR TESTING.
<br />- ENTIRE ASSEMBLY TO BE PAINTED SAFETY BLUE.
<br />CONCRETE SLAB TO EXTEND 12" MIN. AROUND ENTIRE DEVICE.
<br />DEVICE MUST BE LISTED WITH THE UNIVERSITY OF SOUTHERN CALIFORNIA
<br />FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH.
<br />- BFP MUST BE FREEZE PROTECTED.
<br />q. GRADE
<br />SERVICE
<br />COMMON
<br />LENGTHS IN FEET
<br />FITTINGS
<br />WATER MAINS - TEST PRESSURE 150 PSI
<br />FITTING TYPE
<br />11-1 /40
<br />22-1 /20
<br />450
<br />900
<br />DEAD END
<br />4"
<br />2'
<br />4'
<br />8'
<br />20'
<br />45'
<br />611
<br />3'
<br />6'
<br />12'
<br />28'
<br />63'
<br />W
<br />811
<br />4'
<br />7'
<br />15'
<br />36'
<br />82'
<br />Fn
<br />W
<br />10"
<br />4'
<br />9'
<br />18'
<br />43'
<br />98'
<br />0-
<br />1211
<br />5'
<br />10,
<br />21'
<br />50'
<br />116'
<br />1 611
<br />6'
<br />13'
<br />26'
<br />63'
<br />148'
<br />2011
<br />7'
<br />15'
<br />31'
<br />76'
<br />179'
<br />2411
<br />9'
<br />17'
<br />36'
<br />87'
<br />208'
<br />FORCE MAINS - TEST PRESSURE 100 PSI
<br />FITTING TYPE
<br />11-1 /40
<br />22-1 /20
<br />450
<br />900
<br />DEAD END
<br />4"
<br />1 '
<br />3'
<br />6'
<br />13'
<br />30'
<br />6"
<br />2'
<br />4'
<br />8'
<br />19,
<br />42'
<br />N
<br />8"
<br />2'
<br />5'
<br />10,
<br />24'
<br />55'
<br />U)
<br />W
<br />10
<br />3'
<br />6'
<br />12'
<br />29'
<br />66'
<br />1
<br />12"
<br />3'
<br />7'
<br />14'
<br />34'
<br />77'
<br />0-
<br />16"
<br />4'
<br />8'
<br />18'
<br />42'
<br />99,
<br />2011
<br />5'
<br />10'
<br />21'
<br />50'
<br />119,
<br />2411
<br />6'
<br />ill
<br />24'
<br />58'
<br />139'
<br />VAL\
<br />MANUFACTUF
<br />SIZE
<br />TURNS TO
<br />OPENING DIKt:.uiiVIv
<br />2'-0" SQUARE
<br />CONC. PAD.
<br />VALVE BOX PAD
<br />SEE DETAIL
<br />Cr �
<br />w
<br />o�
<br />U CJ
<br />w
<br />za
<br />�N
<br />0
<br />Q
<br />I Ix
<br />a1166
<br />WATER, SEWER,
<br />REUSE, ETC.
<br />BRASS MARKER W/
<br />VALVE TYPE, SIZE AND
<br />VUMBER OF TURNS
<br />RIGHT OR LEFT TO OPEN
<br />TYPICAL CONCRETE VALVE PAD
<br />FINISH GRADE
<br />4" MIN. (TYP.)
<br />CAST IRON SLIP TYPE VALVE BOX.
<br />NOTE: OPERATING NUT TO BE WITHIN 12" OF
<br />GROUND LEVEL WHEN COVER
<br />EXCEEDS 4'-0" (TYP. ALL VALVES) WITH AN
<br />EXTENSION AND CENTERING DISK.
<br />M.J. GATE VALVE, WITH RESTRAINED
<br />JOINTS ON EACH SIDE OF VALVE
<br />MAIN
<br />RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING ALONG THE PIPE IN UNDISTURBED EARTH `PUSH -ON JOINT
<br />BOTH DIRECTIONS (EXCEPT DEAD ENDS).
<br />CREATED 02/24/03 DOUBLE CHECK VALVE PROVIDED FOR INFORMATIONAL CREATED 02/24/03 PROVIDED FOR INFORMATIONAL CREATED 02/24/03 PROVIDED FOR INFORMATIONAL
<br />. VALVE BOX DETAIL PURPOSES ONLY.
<br />REVISED ASSEMBLY/BACKFLOW PREVENTER PURPOSES ONLY. RESTRAINED JOINT TABLE PURPOSES ONLY
<br />NO MODIFICATIONS WITHOUT REVISED COMMON FITTINGS NO MODIFICATIONS WITHOUT REVISED SLIP TYPE N WRIT
<br />TEN PCU APPROVAL WITHOUT
<br />(SINGLE SERVICE: 3/4" , 1 1 —1 /2 ti, 2") WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL
<br />PASCO COUNTY UTILITIES DETAIL 12 r PASCO COUNTY UTILITIES DETAIL 28 PASCO COUNTY UTILITIES DETAIL 27
<br />FREE—STANDING FDC
<br />4" X 2'ft" X 2%" BRASS 90' SIAMESE
<br />FIRE DEPARTMENT CONNECTION.
<br />3'-0' ABOVE GRADE INSTALLED WITH 2'/2" CAPS AND
<br />CHAINS.
<br />4" WAFER CHECK VALVE
<br />WITH CADMIUM PLATED
<br />NUTS & BOLTS AND 4"
<br />GALVANIZED THREADED ' UNIFLANGE
<br />NIPPLE.
<br />Z-GENERAL CONTRACTOR TO HAVE
<br />/ EXPOSED PIPE PAINTED WITH RED
<br />0 ENAMEL PAINT
<br />J
<br />H
<br />U
<br />FINISHED GRADE
<br />4" M.J. M(
<br />RESTRAINT.
<br />SCALE: N.T.S.
<br />24" SQUARE BY 4"
<br />DEEP CONCRETE BASE.
<br />SEE CIVIL PLANS FOR
<br />U, G, CONSTRUCTION
<br />FINISHED GRADE
<br />STORM OR
<br />iv SANITARY I N
<br />SEWER PIPE I
<br />to
<br />Z
<br />Q
<br />WATER MAIN
<br />N POD Z
<br />LOCATION OF PUBLIC WATER SYSYEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314
<br />Other Pipe
<br />Horizontal Separation
<br />Crossings (1)
<br />Joint Spacing (4? Crossings
<br />Full Joint Centered
<br />Water Main
<br />101.
<br />Water Main
<br />Alternate 3 ft. minimum
<br />Storm Sewer,
<br />3 ft. minimum
<br />12 inches is the minimum;
<br />except for storm sewer, then
<br />Water Main
<br />Stormwater Force Main,
<br />6 inches is the minimum and
<br />Reclaimed Water (2)
<br />12 inches is preferred
<br />Water Main
<br />ater Main
<br />alternate 3 ft. m nim l
<br />W ater Main
<br />Vacuum Sanitary Sewer
<br />10 ft. preferred
<br />3 ft. mirrimum
<br />12 inches preferred
<br />6 inches minimum
<br />Water Main
<br />t�jater Niain
<br />0
<br />alternate 6 ft. mnunlum
<br />.�i,
<br />Gravity or Pressure
<br />Sanitary Sewer,
<br />Sanitary Sewer Force Main,
<br />Reclaimed Neater (4)
<br />10 ft. preferred
<br />6 ft. minimum (3)
<br />12 inches is the minimum,
<br />except for gravity sewer; then
<br />6 inches is the minimum and
<br />12 inches is preferred
<br />WaterMain
<br />On -Site Sewage Treatment &
<br />Disposal System
<br />10 ft. minimum
<br />---
<br />---
<br />_
<br />(1) Water main should cross above other pipe. When water main must be below other pipe, the minimum separation. is 12 inches.
<br />(2) Reclaimed water regulated under Pall III of Chapter 62-610, F.A.C.
<br />(3) 3 ft. for gravity sanitary sewer where the bottom of the water main is laid at least 6 inches above the top of the gravity sanitary sewer.
<br />(4) Reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.
<br />Disclaimer — This document isprnvided for your convenience only. Please refer to F.A.C. Rule 62-555.314 for additional construction requirements.
<br />45 DEG DIP ELBOW W/ v I " NOTE:
<br />THIS METHOD TO BE USED WHEN
<br />RESTRAINED JOINTS (TYP.) INSUFFICIENT COVER EXISTS TO
<br />ALLOW WATER MAIN TO CROSS
<br />ABOVE SANITARY SEWER LATERAL
<br />WITH 18" VERTICAL SEPARATION
<br />AND MAINTAIN 42" MIN. COVER
<br />TO FINISHED GRADE.
<br />UTILITY TRANSITION DETAIL
<br />N.TA
<br />CURB STOP BALL VAL
<br />WITH LOCK EAR
<br />3/4' POLYETHYLENE
<br />TUBING
<br />3/4'xl' C❑UPLING
<br />1' POLYETHYLENE TUBING
<br />45'
<br />SADDLE
<br />UTILITY MAIN no. 1" 0/4" 0/4" WYE FOR
<br />SADDLES-2' THRU 4'-BRASS FULL CIRCLE SADDLES POLYETHYLENE TUBING
<br />6' AND UP -DOUBLES STRAP SADDLES, V POLYETHYLENE TUBING
<br />SINGLE SERVICE DOUBLE SERVICE
<br />WATER SADDLE CONNECTION
<br />N,T.S.
<br />CONCRETE SIDEWAL•
<br />D SURFACE
<br />C.I. CLEANOUT COVER
<br />U.S. FOUNDARY & MANUFACTURING CORP.
<br />USF 7621 REVERSIBLE HANDHOLE RING AND FE RING
<br />AND C.I. COVER
<br />6" 6"
<br />^ G e
<br />Q
<br />8" PVC PIPE J
<br />MIN. 12" LONG
<br />PVC CLEAN -OUT AT R/W LINE OR EASEMENT L-+N
<br />WYE BRAN
<br />MAIN
<br />NTS
<br />RED BRICK
<br />R/W OR EASEMENT LINE
<br />MARKER, PAINTED GREE
<br />--FINISHED GRADE
<br />z x
<br />00
<br />CONNECTION BY CUST
<br />UNDISTURBED MATERIAL
<br />J. GRADE
<br />M A T E R I A L S
<br />ITEM
<br />QUANT.
<br />DESCRIPTION
<br />1
<br />1
<br />3", 4", 6", 8" DOUBLE CHECK VALVE/BFP ASSEMBLY
<br />WITH DETECTOR ASSEMBLY
<br />2
<br />2
<br />3", 4", 6", 8" BEND, 90° FLANGE x FLANGE
<br />3
<br />2
<br />3", 4", 6", 8" SPOOL PIECE FLG. x PE. D.I.P.
<br />4
<br />2
<br />3", 4", 6", 8" BEND, 900 M.J. x M.J.
<br />5
<br />4
<br />3", 4", 6", 8" GLAND, RETAINER M.J. (MEGALUG)
<br />6
<br />2
<br />3", 4", 6", 8" VALVE, GATE FLG. x FLG. RESILIENT
<br />WEDGE O.S. & Y.
<br />7
<br />2
<br />SUPPORT (AS NEEDED)
<br />8
<br />1
<br />CONCRETE SLAB (6" THICK - 42" WIDE MIN.)
<br />NOTE:
<br />- NO TIE RODS OR EYE BOLT RETAINERS PERMITTED ABOVE GROUND.
<br />- B.F.P. ASSEMBLY TO BE INSTALLED LEVEL & PLUMB.
<br />- MINIMUM CLEARANCE OF 36" TO BE MAINTAINED AROUND ENTIRE DEVICE FOR TESTING
<br />- ENTIRE ASSEMBLY TO BE PAINTED SAFETY BLUE.
<br />- DETECTOR BY-PASS ASSEMBLY TO BE FACTORY INSTALLED AND CERTIFIED
<br />- ALL MECHANICAL JOINTS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL
<br />- BELL JOINT RESTRAINERS SHALL BE PROVIDED ON ALL UNDERGROUND PIPING AS SPECIFIED
<br />IN JOINT RESTRAINT TABLE DETAIL
<br />ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON PIPE (NO GALVANIZED OR PVC)
<br />- ITEM 3 SHALL BE FIELD CUT TO PROPER LENGTH TO ACHIEVE DESIGNATGED GROUND CLEARANCE
<br />- IF SO SPECIFIED, ENTIRE ASSEMBLY TO BE ENCLOSED IN 6' CHAIN LINK FENCE.
<br />- BFP DEVICE MUST BE LISTED WITH THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION
<br />FOR CROSS CONNECTION CONTORL AND HYDRAULIC RESEARCH.
<br />L A
<br />CREATED 02/24/03 SANITARY SEWER —SINGLE WYE CONNECTION PROVIDED FOR INFORMATIONAL CREATED 02/24/03 DOUBLE DETECTOR CHECK VALVE PROVIDED FOR INFORMATIONAL
<br />PURPOSES ONLY. PURPOSES ONLY.
<br />REVISED NO MODIFICATIONS WITHOUT REVISED ASSEMBLY /B A C K F L 0 W PREVENTER NO MODIFICATIONS WITHOUT
<br />AND TYPICAL CLEAN —OUT WRITTEN PCU APPROVAL (SINGLE SERVICE: 3 4 6" 8, 10 WRITTEN PCU APPROVAL
<br />PASCO COUNTY IES DETAIL 42 PASCO COUNTY UTILITIES DETAIL 9
<br />1111111111
<br />1111111118
<br />q 0-00
<br />of
<br />0
<br />N
<br />C
<br />i
<br />r CO
<br />Z
<br />z 2
<br />C6
<br />N
<br />C
<br />Lii
<br />U
<br />0
<br />O N
<br />Lii CO
<br />O
<br />fn ,
<br />¢
<br />0
<br />a
<br />cc
<br />a
<br />Q
<br />0
<br />[
<br />S
<br />H
<br />E
<br />T
<br />N
<br />0
<br />o
<br />� J
<br />O40 a '
<br />zO
<br />co
<br />W O
<br />06w o
<br />U_
<br />w0a_
<br />zIrZ
<br />e' •
<br />0 CC CO
<br />WC9r
<br />10 l
<br />\
<br />wH >
<br />f
<br />_f
<br />ZUQM
<br />\,
<br />o uj
<br />Q¢ o i
<br />[
<br />>m U
<br />w ¢
<br />U) M 0
<br />o rr
<br />¢0 rnc�f
<br />OLL
<br />Ir m CO 0
<br />4U
<br />N co CL
<br />J
<br />cc< ^moo
<br />= W N CC
<br />O coo Z v Q
<br />� O
<br />n C') ¢ -Zj- _ ¢ >
<br />N CL M CL U_ ¢
<br />J 0021-W(1)C U)
<br />Z Z O W Z CO
<br />J wZF<-C
<br />W Q H W W>
<br />= z ii a_ coo S)
<br />Z 0 �
<br />W Z Z
<br />J J ¢ ¢ Z
<br />j !7 W W
<br />U U ¢ Z
<br />LL m 0
<br />�ocr
<br />a
<br />zz
<br />IfE W
<br />W J
<br />N '44
<br />V
<br />holh,O
<br />O
<br />Z
<br />a
<br />0
<br />Ooc
<br />0
<br />'�U.
<br />W
<br />W
<br />J
<br />�
<br />
|