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02
<br />12*
<br />MIN.
<br />SST SCREEN
<br />AND BANDS
<br />4x4 WWF
<br />12"
<br />FINISHED GRADE
<br />M A T E R I A L S
<br />ITEM QUANT. DESCRIPTION
<br />1
<br />1
<br />VENTED ENCLOSURE, WATER PLUS CORP. MODEL #131632, BLUE IN COLOR
<br />2
<br />1
<br />AIR RELEASE VALVE 2" NPT
<br />SEWER AIR RELEASE VALVES SHALL BE ARI MODEL D-025
<br />WATER AIR RELEASE VALVES SHALL BE VALMATIC OR EQUAL_
<br />3
<br />1
<br />1" CURB STOP, S.S.
<br />4
<br />1 1
<br />2" x 4" NIPPLE, S.S.
<br />5
<br />1
<br />2" BALL VALVE, S.S.
<br />6
<br />1
<br />2" TEE, S.S.
<br />7
<br />1
<br />2" X 1" REDUCER, S.S.
<br />8
<br />1
<br />1 " SHORT NIPPLE, S.S.
<br />9
<br />1
<br />2" PIPE, S.S. LENGTH AS REQUIRED
<br />10
<br />1
<br />2" DOUBLE STRAP TAPPING SADDLE, S.S.
<br />11
<br />1
<br />4" & LARGER PIPE, D.I. OR PVC (DR-18)
<br />12
<br />1
<br />2" CORPORATION BRASS
<br />13
<br />2
<br />1-1/2" PIPE, PVC, LENGTH AS REQUIRED
<br />14
<br />1
<br />1-1/2" x 90' ELBOW, PVC
<br />15
<br />1
<br />CONCRETE SLAB AROUND ENCLOSURE
<br />16
<br />1
<br />#57 WHITE ROCK
<br />SST SCREEN
<br />AND BANDS
<br />.. . . ..... e
<br />gx
<br />�5" N .... ......
<br />A\Z
<br />xm
<br />R
<br />X
<br />�'4
<br />.............
<br />3\ "y
<br />a
<br />s� ffiklle
<br />N, N
<br />N
<br />FINISHED GRADE
<br />4x4 WWF
<br />M A T E R I A L S
<br />ITEM QUANT. DESCRIPTION
<br />1
<br />1
<br />ENCLOSURE, WATER PLUS CORPORATION MODEL #131632, BLUE IN COLOR
<br />2
<br />1
<br />AIR RELEASE VALVE 2" NPT, ARI MODEL D-025
<br />SEWER AIR RELEASE VALVES SHALL BE ARI MODEL D-025
<br />WATER AIR RELEASE VALVES SHALL BE VALMATIC OR EQUAL
<br />3
<br />1
<br />1 " CURB STOP, S.S.
<br />4
<br />. 1
<br />2" x 4" NIPPLE, S.S.
<br />5
<br />1
<br />2" BALL VALVE, S.S,
<br />6
<br />1
<br />2" TEE, S.S.
<br />7
<br />1
<br />2- X 1" REDUCER, S.S.
<br />8
<br />1
<br />Vp SHORT NIPPLE, S.S.
<br />9
<br />4
<br />2" x 90' ELBOW, S.S.
<br />10
<br />1 2
<br />12" SHORT NIPPLE, S.S,
<br />11
<br />2
<br />2" PIPE, S.S. LENGTH AS REQUIRED
<br />12
<br />1
<br />2" DOUBLE STRAP TAPPING SADDLE, S.S.
<br />13
<br />1
<br />4" & LARGER PIPE, D.I. OR PVC (DR-18)
<br />14
<br />1
<br />2" CORPORATION BRASS
<br />15
<br />2
<br />1-1/2" PIPE, PVC, LENGTH AS REQUIRED
<br />16
<br />1 1
<br />1-1/2" x 90' ELBOW, PVC
<br />17
<br />1 1
<br />ICONCRETE SLAB AROUND ENCLOSURE
<br />18
<br />1 1
<br />1#57 WHITE STONE
<br />W
<br />�q
<br />3:--
<br />V)
<br />w3r.
<br />W
<br />X0
<br />0<
<br />MCL
<br />�!w
<br />J W
<br />5�x
<br />z
<br />z10
<br />< 0
<br />0
<br />z
<br />Ld
<br />IL
<br />0
<br />Uj
<br />Of
<br />L
<br />F
<br />I
<br />L
<br />VALVE EXTENSION RODS
<br />PIPE RESTRAINT LENGTHS IN FEET
<br />COMMON FITTINGS
<br />SWING GATE SWING GATE
<br />6' CLEAR OPENING 6' CLEAR OPENING
<br />BARBED WRE ARM 3 STIR. BARBED WIRE-71
<br />TURNED OUT 2 STRAND LINE WIRE TWISTED
<br />—\. 1W/ 4 PT. BARBS 3- O.C. 1-5/8- DIA. TOP RAIL
<br />4" GATE POST -;
<br />1/4"x3/4"
<br />STRETCHER
<br />BAR
<br />xa
<br />2N
<br />38-2"
<br />TYP
<br />2'
<br />61-0.
<br />CHAIN LINK FABRIC
<br />(9 GA) 2- MESH
<br />GROUND LINE
<br />60
<br />DIA.
<br />M A T E R I A L S
<br />ITEM
<br />DESCRIPTION
<br />TYPE
<br />BLACK PVC COATED CHAIN LINK
<br />HEIGHT
<br />a,
<br />FABRIC
<br />9 GAUGE
<br />POST
<br />2-1/2' DIA. - .085 WALL THICKNE
<br />TOP RAILS
<br />1-5/8- DIA. - .080 WALL THICKNESS (MINIMUM)
<br />GATE
<br />(2) 8'H x 6'W SWING iW-E W7-2.375" DIA. - .085 WALL
<br />THICKNESS (MINIMUM)
<br />FRAMEWORK (LOCATED AS INDICATED ON METER
<br />SPEC. SHEET)
<br />FORK TYPE - PADLOCK COMPATIBLE
<br />3 STRANDS OF BARBED WIRE FACING OUT
<br />WATER MAINS - TEST PRESSURE 150 PSI
<br />FITTING TYPE
<br />CONCRETE VALVE f
<br />WITH I.D. TAG
<br />11-1/4'
<br />22-1/20
<br />450
<br />900
<br />DEAD END
<br />FINAL GRADE
<br />2'-0" SQUARE
<br />4"
<br />2v
<br />41
<br />81
<br />20'
<br />45'
<br />CONC. PAD.
<br />all
<br />3000 PSI
<br />6"x6" W1.4xW1.4
<br />611
<br />3'
<br />6'
<br />12'
<br />28'
<br />63'
<br />id, W4�
<br />4* THICK
<br />exO.00,C BLUE
<br />LU
<br />811
<br />4'
<br />7'
<br />15,
<br />36'
<br />82'
<br />fj
<br />(2) INSULATED (12 GAUGE)
<br />POLYETHYLENE
<br />r1j
<br />A.W.G. SOLID OR STRANDED
<br />MAGNETIC LOCATION TAPE
<br />C/)
<br />10"
<br />4v
<br />91
<br />18'
<br />43'
<br />98'
<br />7
<br />COPPER TRACER WIRE TRENCH WIDTH
<br />LLI
<br />(COLOR CODED PER
<br />APPLICATION
<br />MIN. 1' + PIPE O.D.
<br />NATURAL GROUND OR
<br />2:
<br />12"
<br />51
<br />10,
<br />21'
<br />50'
<br />116'
<br />TAPED EVENLY. 4�)
<br />MAX. 2' + PIPE 0.
<br />FINISHED GRADE PER
<br />PLANS
<br />a -
<br />1
<br />6'
<br />13'
<br />261
<br />63'
<br />148'
<br />2011
<br />7'
<br />15'
<br />31'
<br />76'
<br />179'
<br />VALVE TYPE
<br />WATER
<br />q
<br />NOTE 1
<br />24"
<br />91
<br />17'
<br />36'
<br />87'
<br />1 208'
<br />k
<br />WATER, SEWER,
<br />REUSE, ETC.
<br />30"
<br />MIN.
<br />INITIAL BACKFILL
<br />FORCE MAINS TEST PRESSURE 100 PSI
<br />MANUFACTURER
<br />(NOTE 2)
<br />FITTING TYPE
<br />G.V.
<br />UNDISTURBED
<br />I
<br />NOTE-
<br />BEDDING, HAUNICHING, AND
<br />11-1/40
<br />22-1/2'
<br />45'
<br />90,
<br />DEAD END
<br />. .... .. 1:
<br />SOIL
<br />INITIAL BACKFILL LAYERS
<br />UNDISTURBED
<br />EARTH
<br />CLOW
<br />HAUNCHING
<br />SHALL NOT EXCEED 6' OF
<br />4"
<br />11
<br />31
<br />6'
<br />13'
<br />30'
<br />SIZE
<br />BRASS MARKER W/
<br />(NOTE 3)
<br />LOOSE THICKNESS BEFORE
<br />VALVE TYPE, SIZE AND
<br />BEING COMPACTED TO A
<br />6"
<br />2
<br />4'
<br />81
<br />19,
<br />42'
<br />27 TURNS
<br />TURNS TO OPEN
<br />NUMBER OF TURNS
<br />DENSITY OF NOT LESS THAN
<br />lOOX (AASH TO T99) TO A
<br />Lu
<br />N
<br />811
<br />2'
<br />51
<br />10,
<br />24'
<br />55'
<br />LT. TO OPEN
<br />RIGHT OR LEFT TO OPEN
<br />POINT 11' ABOVE THE PIPE (OR
<br />-
<br />U)
<br />re
<br />BEDDING
<br />AS STATED IN THE PROJECT
<br />10,1
<br />31
<br />6'
<br />12'
<br />29'
<br />66'
<br />(NOTE 3)
<br />SPECF1CA-nONS)
<br />W
<br />9:
<br />1211
<br />3'
<br />7'
<br />14'
<br />34'
<br />77'
<br />OPENING DIRECTION
<br />NOTES;
<br />0-
<br />16"
<br />4'
<br />81
<br />18,
<br />42'
<br />99,
<br />1. G-INCH LAYERS AT 1100% MAX. DENSITY PER AASHTO
<br />T99 UNDER PAVEMENT, OR MAX
<br />I
<br />I
<br />12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
<br />20"
<br />5'
<br />10,
<br />21'
<br />1 50.
<br />119,
<br />TYPICAL CONCRETE VALVE PAD
<br />2. CLASS 1, 11 OR III SOILS.
<br />24"
<br />6'
<br />11,
<br />24'
<br />58'
<br />139'
<br />5
<br />3. CLASS I OR 11 SOILS (NOT A COMBINATION)
<br />RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING
<br />POLYETHYELENE AND PVC
<br />PIPE
<br />ALONG THE PIPE IN BOTH DIRECTIONS (EXCEPT DEAD ENDS).
<br />6
<br />TRENCH DETAIL
<br />RESTRAINED JOINT TABLE NOTES;
<br />exO.00e BLUE
<br />1. BASED ON DIPRA FOR DIP TYPE 3 SAND
<br />VALVE BOX PAD
<br />FINISH GRADE
<br />(2) INSULATED (12 GAUGE)
<br />POLYETHYLENE
<br />MAGNETIC LOCATION TAPE
<br />COMMON FITTINGS SILT, 3' COVER, 150 PRESSURE. FOR PVC,
<br />SEE DETAIL
<br />4- MIN. (TYP)
<br />A.W.G. SOLID OR STRANDIIED TRENCH WIDTH
<br />MULTIPLY TABLEVALUES BY 1.5.
<br />COPPER TRACER WIRE
<br />MIN. 1' + PIPE O.D.
<br />NATURAL GROUND OR
<br />(COLOR CODED PER APPLICATION
<br />2' + PIPE O.D
<br />FINISHED GRADE PER
<br />PIPE RESTRAINT LENGTHS IN FEET
<br />M A T E R I A L S
<br />TAPED EVENLY. 4')
<br />PLANS
<br />TEES (BRANCH SIDE)
<br />2-12G -NN
<br />Tracer
<br />I
<br />I
<br />ITEM
<br />QUANT.
<br />DESCRIPTION
<br />wires
<br />CAST IRON SLIP TYPE VALVE BOX
<br />..
<br />WATER MAINS - TEST PRESSURE 150 PSI
<br />4* PVC—,X
<br />30- MIN.1 � '..
<br />�': �: � I ., :� - �'::1:::' , ..'
<br />1, 2
<br />NOTE 1
<br />BRANCH SIZE
<br />2
<br />3
<br />)K
<br />6" PIPE, P.V.C. (DR-18)
<br />1
<br />BOX, VALVE SLIP TYPE
<br />3'-0" MIN. COVER
<br />lo
<br />18" Pvc
<br />120
<br />INITIAL BACKFILL LAYERS
<br />3"
<br />OR AS SPECIFIED
<br />. . . . . . . . . . . . .
<br />SHALL NOT EXCEED 5' OF
<br />3"
<br />6'
<br />14'
<br />30'
<br />5
<br />1
<br />HYDRANT TEE, ANCHORING, M.J.
<br />LOOSE THICKNESS BEFORE
<br />6
<br />6" RESTRAINER GLAND (MEGALUG)
<br />BEING COMPACTED TO A
<br />DENSITY OF NOT LESS THAN
<br />4"
<br />2'
<br />ill
<br />28'
<br />44'
<br />7
<br />VALVE EXTENSION ROD, AS NECESSARY (3' MAX. BELOW GRADE)
<br />M.J. GATE VALVE, NTH RESTRAINED
<br />1OOX (AASHTO T99) TO A
<br />LU
<br />6"
<br />1,
<br />2'
<br />22'
<br />40'
<br />52'
<br />JOINTS ON EACH SIDE OF VALVE
<br />POINT V ABOVE THE PIPIE�
<br />MAIN
<br />TRENCH BOTTOM
<br />SHALL BE HAND
<br />NOTE 2)
<br />z
<br />811
<br />11
<br />16'
<br />35'
<br />48'
<br />62'
<br />FIRE HYDRANT
<br />EXCAVATEMD TO
<br />5
<br />10"
<br />1
<br />1
<br />10,
<br />30'
<br />44'
<br />58'
<br />83'
<br />—
<br />—
<br />CLEAR PIPE BEL
<br />UNDISTURBED SaL
<br />0�
<br />12"
<br />1,
<br />11
<br />3'
<br />25'
<br />40'
<br />55,
<br />80'
<br />103'
<br />—
<br />PERPENDICULAR TO THE MAIN
<br />NOTM
<br />1. S-INCH LAYERS AT 100% MAX DENSITY PER AASHTO T99 UNDER PAVEMENT. OR MAX
<br />16"
<br />1,
<br />11
<br />1.
<br />I
<br />14'
<br />I 31'
<br />48'
<br />75'
<br />98'
<br />119,
<br />12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL
<br />UNDER NATURAL GROUND.
<br />20"
<br />1,
<br />1'
<br />1 1-
<br />2'
<br />1 22'
<br />40'
<br />1 69'
<br />94'
<br />116
<br />Z CLASS 1, 11 OR III SOILS.
<br />24"
<br />1,
<br />l'
<br />I V
<br />1-
<br />1 11'
<br />31'
<br />1 63'
<br />89'
<br />ill -
<br />NOTE:
<br />UNDISTURBED EARTH PUSH —ON JOINT
<br />3. MASS I OR 11 SOILS (NOT A COMBINA11ION)
<br />OPERATING NUT TO BE WITHIN 12" OF GROUND
<br />DUCTILE IRON PIPE
<br />RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE TEE ALONG THE
<br />LEVEL MEN COVER EXCEEDS 4'-0" (TYP. ALL
<br />BRANCH FOR THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF RESTRAINED PIPE
<br />VALVES) NTH AN
<br />EXTENSION AND CENTERING DISK.
<br />TRENCH DETAIL
<br />MUST
<br />BE INSTALLED
<br />ON BOTH RUNS OF THE TEE. MEGALUG TYPE RESTRAINERS ARE
<br />VALVE BOX DETAIL
<br />SLIP TYPE
<br />REQUIRED
<br />ON
<br />ALL JOINTS.
<br />RESTRAINED JOINT TABLE
<br />TEES (BRANCH SIDE)
<br />mc W
<br />eAL�
<br />r44r$ OF
<br />10.
<br />MATTHEWS. LOVE, P.E.
<br />No. 66118
<br />I
<br />A
<br />44$�MFM4&CMED
<br />3802 Ehrlich Road, Suite 306
<br />Tampa, FL 33624
<br />Phone: (813)549-3740, Fax: (813)549-3744
<br />EB0006691
<br />www.mckimcreed.com
<br />CITY OF ZEPHYRHILLS
<br />5335 8th Street
<br />Zephyrhills, FL 33542
<br />Phone: (813)780-0000
<br />PRODUCTION WELLS
<br />No. 11 AND No. 12
<br />WELL SITE IMPROVEMENTS
<br />DETAILS 1
<br />M^C'r Cr0A0A'nf%k1
<br />I" MAX.
<br />CONCRETE SETTING
<br />F, N
<br />DATE: FEBRUARY 2012
<br />MCE PROJ. # 4584-0003
<br />DRAWN IDES
<br />DESIGNED BTN
<br />CHECKED JSL
<br />PROJ. MGR. MSL
<br />SCALE
<br />HORIZONTAL:
<br />NA
<br />VERTICAL:
<br />NA
<br />,7
<br />6'-0'
<br />11
<br />C-1 21
<br />'STATUS' REVISION
<br />ISSUE FOR BID
<br />--F- I �' , 1 11 ill FF'- , -
<br />
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