|
N
<br />SST SCREEN
<br />AND BANDS
<br />12"
<br />MIN.
<br />NN
<br />• e
<br />..
<br />�.sss
<br />b A\
<br />3\
<br />CA �n
<br />F , \ \, •,fib,
<br />P,
<br />\\N,\\O�5
<br />0
<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 />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 />12" 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 />4 b
<br />•
<br />\:
<br />. . . . . . . . .
<br />• F
<br />\ V, \\ \\
<br />F�{\F
<br />5 N R,
<br />\\
<br />h
<br />0
<br />FINISHED GRADE
<br />44 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 />j 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 />4
<br />2" x 90• ELBOW, S.S.
<br />10
<br />2
<br />2" 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
<br />1-1/2" x 90• ELBOW, PVC
<br />17
<br />1 1
<br />CONCRETE SLAB AROUND ENCLOSURE
<br />18
<br />1 1
<br />1#57 WHITE STONE
<br />LU
<br />J
<br />Zv
<br />U'' ^^
<br />2-
<br />'Q
<br />N3
<br />Ld
<br />X�
<br />/0 Q
<br />WA
<br />J LLI
<br />U
<br />:�O
<br />QU
<br />O
<br />Z
<br />z
<br />c�
<br />z
<br />a
<br />w
<br />w
<br />0
<br />w
<br />of
<br />Q
<br />D
<br />Q
<br />VALVE EXTENSION RODS
<br />PIPE RESTRAINT LENGTHS IN FEET
<br />COMMON FITTINGS
<br />�
<br />�iti_
<br />iivii
<br />II
<br />-Ri9��•�-.�-�-•- — �-J-�--J-�� I
<br />r�-•s--•0-4-
<br />P��01
<br />!ATE - • • Oi�
<br />°°iii
<br />�►•i°ii• °i°iiii� -
<br />i�si°i °iii°i°i°i
<br />- �iii°i°ii
<br />.°iii°�•i•
<br />•ii°i
<br />•°i•
<br />_
<br />CHAIN LINK FABRIC
<br />STRETCHER
<br />(9 GA) 2- MESH
<br />BAR
<br />I�
<br />A\
<br />N
<br />2
<br />31-2-
<br />s
<br />Q\
<br />TYP
<br />2'
<br />GROUND LINE
<br />6"
<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 />8'
<br />FABRIC
<br />9 GAUGE
<br />POST
<br />2-1 2 DIA. - .085 WALL THICKNESS MINIMUM
<br />TOP RAILS
<br />1-5/8- DIA. - .080 WALL THICKNESS MINIMUM
<br />GATE
<br />2 8 H x 6'W SWING TYPE W 2.375" DIA. - .085 WALL
<br />THICKNESS MINIMUM
<br />FRAMEWORK LOCATED AS INDICATED ON METER
<br />SPEC. SHE
<br />LATCH
<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 />11-1/40
<br />22-1/20
<br />450
<br />900
<br />DEAD END
<br />FINAL GRADE
<br />2'-0" SQUARE
<br />4"
<br />2'
<br />4'
<br />8'
<br />20'
<br />45'
<br />CONC. PAD.
<br />3000 PSI
<br />6"x6" W1.4xW1.4
<br />6"
<br />3'
<br />6'
<br />12'
<br />28'
<br />63'
<br />4" THICK
<br />6 x0.004 BLUE
<br />w
<br />N
<br />8 ��
<br />4
<br />7'
<br />15
<br />36
<br />82
<br />3
<br />(2) INSULATED (12 GAUGE)
<br />POLYETHYLENE10
<br />A.W.G. SOLID OR STRANDED
<br />MAGNETIC LOCATION TAPE
<br />U)
<br />10"
<br />4'
<br />9'
<br />18'
<br />43'
<br />98'
<br />7
<br />COPPER TRACER WIRE TRENCH WIDTH
<br />w
<br />XXX
<br />6
<br />( COLOR CODED PER
<br />pppLICATIOpl
<br />o .
<br />MIN. 1 +PIPE O.D.
<br />NATURAL GROUND OR
<br />12
<br />5
<br />10
<br />21
<br />50
<br />116'
<br />4
<br />TAPED EVENLY, 4)
<br />MAX. - 2 + PIPE 0.
<br />FINISHED GRADE PER
<br />PLANS
<br />CL
<br />16"
<br />6'
<br />13'
<br />26'
<br />63'
<br />148'
<br />M
<br />papo�
<br />20"
<br />T
<br />15'
<br />31'
<br />76'
<br />179'
<br />VALVE TYPE
<br />WATER
<br />NOTE 1
<br />24"
<br />9'
<br />17'
<br />36'
<br />87'
<br />208'
<br />bP
<br />Ee
<br />�O O�
<br />WATER, SEWER,
<br />REUSE, ETC.
<br />30" MIN
<br />INITIAL BACKFILL
<br />FORCE MAINS - TEST PRESSURE 100 PSI
<br />MANUFACTURER
<br />12� :
<br />(NOTE 2)xxx
<br />FITTING TYPE
<br />ix
<br />G.V.
<br />UNDISTURBED
<br />\
<br />j
<br />NOTE
<br />BEDDING, HAUNCHING, AND
<br />11-1/4°
<br />22-1/2°
<br />45°
<br />900
<br />DEAD END
<br />>':.::..... . .:.
<br />SOIL
<br />INITIAL BACKFlLL LAYERS
<br />UNDISTURBED
<br />EARTH
<br />VARIES I
<br />CLEW
<br />HAUNCHING
<br />4'
<br />1
<br />3
<br />6
<br />13'
<br />30'
<br />SIZE
<br />BRASS MARKER W/
<br />(NOTE 3)
<br />LOOSE THICKNESS BEFORE
<br />8
<br />VALVE TYPE, SIZE AND
<br />BEING COMPACTED TO A
<br />6"
<br />2'
<br />4'
<br />8'
<br />19,
<br />42'
<br />TURNS TO OPEN 27 TURNS
<br />NUMBER OF TURNS
<br />DENSITY OF NOT LESS THAN
<br />100X (AASHTO 19s) TO A
<br />LU
<br />N
<br />8
<br />2
<br />5
<br />10
<br />,
<br />24
<br />55
<br />LT. TO OPEN
<br />RIGHT OR LEFT TO OPEN
<br />POINT 1' ABOVE THE PIPE (OR
<br />6 "
<br />�— BEDDING
<br />AS STATED IN THE PROJECT'
<br />10"
<br />3'
<br />6'
<br />12'
<br />29'
<br />66'
<br />(NOTE 3)
<br />SPECIFICATIONS)
<br />W
<br />12"
<br />3'
<br />7'
<br />14'
<br />34'
<br />77'
<br />2
<br />OPENING DIRECTION
<br />NOTES:
<br />LL
<br />16"
<br />4'
<br />8'
<br />18'
<br />42'
<br />99'
<br />1
<br />1. 6-INCH LAYERS AT 100% MAX. DENSITY PER AASHTO
<br />T99 UNDER PAVEMENT, OR MAX
<br />12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
<br />20"
<br />5' 1
<br />10'
<br />1 21'
<br />1 50'
<br />1
<br />119,
<br />TYPICAL CONCRETE
<br />VALVE PAD
<br />2. CLASS 1, II OR III SOILS.
<br />24"
<br />6' 1
<br />11'
<br />1 24'
<br />1 58'
<br />1
<br />139'
<br />' o
<br />3 CLASS I OR II 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 4
<br />TRENCH DETAIL
<br />6"xO•DW BLUE
<br />RESTRAINED JOINT TABLE NOTES;
<br />1. BASED ON DIPRA FOR DIP TYPE 3 SAND
<br />VALVE BOX PAD
<br />SEE DETAIL
<br />FINISH GRADE
<br />(2) INSULATED GA TRENCH WIDTH
<br />POLYETHYLENE
<br />MAGNETIC LOCATION TAPE
<br />COMMON FITTINGS
<br />SILT, 3' COVER, 150 PRESSURE. FOR PVC,
<br />MULTIPLY TABLEVALUES BY 1.5.
<br />4" MIN. (TYP)
<br />S
<br />A.W.G. SOLID OR STRANDD
<br />COPPER TRACER VA
<br />MIN. = 1' + PIPE O.D.
<br />NATURAL GROUND OR
<br />(COLOR CODED PER APPLICATION
<br />AX• - 2' + PIPE 0.D
<br />FINISHED GRADE PER
<br />PLANS
<br />PIPE RESTRAINT LENGTHS IN FEET
<br />M A T E R I A L S
<br />2-12G
<br />°:
<br />TAPED EVENLY 4')
<br />TEES (BRANCH SIDE)
<br />ITEM
<br />QUANT.
<br />DESCRIPTION
<br />Tracer wires
<br />_
<br />CAST IRON SLIP TYPE VALVE Box
<br />WATER MAINS -TEST PRESSURE 150 PSI
<br />1
<br />1
<br />HYDRANT, FIRE 5 1 4" VALVE MIN. , PAINTED YELLOW
<br />4" PVC
<br />30" MIN
<br />NOTE 1
<br />3
<br />BRANCH SIZE
<br />1
<br />BOX,I VALVE SLIPTYPE
<br />3'-0" MIN. COVER
<br />18" PVC
<br />12
<br />INITIAL BACKFILL LAYERS
<br />3"
<br />4"
<br />6"
<br />8"
<br />10"
<br />12"
<br />16"
<br />20"
<br />24"
<br />4
<br />1
<br />6" VALVE, GATE, M.J. RESILIENT WEDGE
<br />OR AS SPECIFIED
<br />SHALL NOT EXCEED 5" OF
<br />3"
<br />6'
<br />14'
<br />30'
<br />—
<br />—
<br />—
<br />—
<br />—
<br />—
<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 />11'
<br />28'
<br />44'
<br />—
<br />—
<br />—
<br />—
<br />—
<br />7
<br />X
<br />VALVE EXTENSION ROD, AS NECESSARY 3' MAX. BELOW GRADE
<br />( )
<br />M.J. GATE VALVE, WITH RESTRAINED
<br />100% (AASHTO T99) TO A
<br />w
<br />6"
<br />1
<br />2'
<br />22'
<br />40'
<br />52'
<br />—
<br />—
<br />—
<br />—
<br />JOINTS ON EACH SIDE OF VALVE
<br />POINT 1' ABOVE THE PIPE,
<br />N
<br />MAIN
<br />TRENCH BOTTOM
<br />NOTE 2)
<br />(n
<br />z
<br />8"
<br />1'
<br />1'
<br />16,
<br />35'
<br />48'
<br />62'
<br />—
<br />—
<br />—
<br />FIRE HYDRANT
<br />acAv�TEo"'
<br />TO
<br />10 „
<br />1'
<br />1'
<br />10'
<br />30'
<br />44'
<br />58'
<br />83'
<br />-
<br />-
<br />CLEAR PIPE BELL
<br />UNDISTURBED SOIL
<br />12"
<br />1'
<br />1'
<br />3'
<br />25'
<br />40'
<br />55,
<br />80,
<br />103'
<br />—
<br />PERPENDICULAR TO THE MAIN
<br />NOTES:
<br />1. 6-INCH LAYERS AT 100% MAX. DENSITY PER AASHTO 799 UNDER PAVEMENT, OR MAX,
<br />16"
<br />1'
<br />1'
<br />1'
<br />14'
<br />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'
<br />2'
<br />22'
<br />40'
<br />69'
<br />94'
<br />116,
<br />2, CLASS I, II OR III SOILS.
<br />24'
<br />1'
<br />1'
<br />1'
<br />1'
<br />11'
<br />31'
<br />1 63'
<br />89'
<br />Ill -
<br />NOTE: UNDISTURBED EARTH
<br />PUSH -ON JOINT
<br />3. CLASS I OR II SOILS (NOT A COMBINATION)
<br />OPERATING NUT TO BE WITHIN 12"
<br />OF GROUND
<br />DUCTILE IRON PIPE
<br />RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE TEE ALONG THE
<br />LEVEL WHEN COVER EXCEEDS 4'-0"
<br />(TYP. ALL
<br />BRANCH FOR
<br />THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF RESTRAINED PIPE
<br />VALVES) WITH AN EXTENSION AND
<br />CENTERING DISK.
<br />TRENCH DETAIL
<br />MUST
<br />BE INSTALLED ON BOTH RUNS OF THE TEE. MEGALUG TYPE RESTRAINERS
<br />ARE
<br />VALVE BOX
<br />SLIP
<br />DETAIL
<br />TYPE
<br />REQUIRED
<br />ON
<br />ALL JOINTS.
<br />RESTRAINED JOINT TABLE
<br />TEES (BRANCH SIDE
<br />AL
<br />�' •• GE SF••O;�t<`�S
<br />18
<br />cc
<br />STATE STATE OF : �4
<br />MATTHEW tip .E.
<br />No. 66118
<br />SEAL
<br />v
<br />v &CREED
<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 />e.,er crPARATION
<br />i" MAX.
<br />CONCRETE SETTING
<br />DATE:
<br />FEBRUARY 2012
<br />MCE PROJ.
<br /># 4584-0003
<br />DRAWN
<br />QES
<br />DESIGNED
<br />BTN
<br />CHECKED
<br />JSL
<br />PROJ. MGR.
<br />MSL
<br />SCALE
<br />HORIZONTAL:
<br />NA
<br />VERTICAL:
<br />NA
<br />6'-0"
<br />N
<br />C-12 I
<br />;TATU S: REMSION
<br />ISSUE FOR BID
<br />
|