|
REV.NO.
<br />2'-0" SQUARE
<br />CONC. PAD.
<br />SST SCREEN
<br />AND BANDS
<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 />1#57 WHITE ROCK
<br />MillEn'111G1
<br />FINISHED GRADE
<br />M A T E RI 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 />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 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
<br />CONCRETE SLAB AROUND ENCLOSURE
<br />18
<br />1
<br />1#57 WHITE STONE
<br />g Inwrt
<br />6"x0.004' BLUE
<br />(2) INSULATED (12 GAUGE) POLYETHYLENE
<br />A.W.G. SOLID OR STRANDED MAGNETIC LOCATION TAPE
<br />COPPER TRACER VARE TRENCH WIDTH
<br />(COLOR CODED noNN
<br />MIN. = 1' + PIPE
<br />Z0,.D.NATURAL GROUND OR
<br />TAPED EVENLY, 4')
<br />MAX. = 2' + PIPEFINISHEDL
<br />GRADE PER
<br />VALVE TYPE
<br />WATER
<br />';�>'�7
<br />j
<br />NOTE 1
<br />p0
<br />WATER, SEWER,
<br />30" MIN.
<br />I
<br />MANUFACTURER
<br />REUSE, ETC.
<br />INITIAL BACKFILL
<br />12"
<br />(NOTE 2)
<br />G.V.
<br />UNDISTURBED
<br />NOTE:
<br />I D
<br />INITIAL BACKFILL LAYERS
<br />SIZE
<br />CLOW
<br />BRASS MARKER W/
<br />HAUNCHING
<br />(NOTE 3)
<br />! SHALL NOT EXCEED 6" OF
<br />LOOSE THICKNESS BEFORE
<br />8„
<br />VALVE TYPE, SIZE AND
<br />BEING COMPACTED TO A
<br />27 TURNS
<br />NUMBER OF TURNS
<br />DENSITY OF NOT LESS THAN
<br />TURNS TO OPEN
<br />RIGHT OR LEFT TO OPEN
<br />10OX (AASHTO T99) TO A
<br />LT. TO OPEN
<br />POINT 1' ABOVE THE PIPE (OR
<br />6"
<br />� BEDDING AS STATED IN THE PROJECT
<br />(NOTE 3) SPECIFICATIONS)
<br />OPENING DIRECTION
<br />NOTES:
<br />1. 6—INCH LAYERS AT 10OX MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX.
<br />12—INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
<br />TYPICAL CONCRETE VALVE PAD
<br />2. CLASS 1, 11 OR III SOILS.
<br />3. CLASS I OR II SOILS (NOT A COMBINATION)
<br />POLYETHYELENE AND PVC PIPE
<br />TRENCH DETAIL
<br />04" BLUE
<br />VALVE BOX PAD FINISH GRADE
<br />POLYETHYLENE
<br />POLYETHYLENE
<br />SEE DETAIL
<br />( 2) INSULATED (12 GAUGE)
<br />TRENCH WIDTH MAGNETIC LOCATION TAPE
<br />4" MIN. (TYP)
<br />A.W.G. SOLID OR STRANDED
<br />COPPER TRACER NA
<br />MIN. = 1' + PIPE O.D.
<br />NATURAL GROUND OR
<br />(COLOR CODED PER APPLICATION
<br />AX. = 2' +PIPE O.D
<br />FINISHED GRADE PER
<br />- -o:
<br />TAPED EVENLY, 4')
<br />PLANS
<br />2-12G
<br />Tracer wires
<br />CAST IRON SLIP TYPE VALVE BOX
<br />4"PVC
<br />30" MINJ_
<br />NOTE 1
<br />3'-0" MIN. COVER
<br />18" PVC
<br />12"
<br />INITIAL BACKFILL LAYERS
<br />OR AS SPECIFIED
<br />SHALL NOT EXCEED s' OF
<br />�
<br />LOOSE THICKNESS BEFORE
<br />BEING COMPACTED TO A
<br />M.J. GATE VALVE, WITH RESTRAINED
<br />-
<br />DENSITY OF NOT LESS THAN
<br />SHTO T99) TO A
<br />JOINTS ON EACH SIDE OF VALVE
<br />POINT(1'AABOVE THE PPE,
<br />NOTE 2)
<br />MAIN
<br />TRENCH BOTTOM
<br />SHALL BE HAND
<br />EXCAVATED TO
<br />CLEAR PIPE BELL UNDISTURBED SOIL
<br />NOTES:
<br />1. 6—INCH LAYERS AT 10OX MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX.
<br />12—INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
<br />2. CLASS 1, II OR III SOILS.
<br />UNDISTURBED EARTH PUSH —ON JOINT
<br />NOTE:
<br />3. CLASS I OR II SOILS (NOT A COMBINATION)
<br />OPERATING NUT TO BE WITHIN 12" OF GROUND
<br />DUCTILE IRON PIPE
<br />LEVEL WHEN COVER EXCEEDS 4'-0" (TYP. ALL
<br />VALVES) WITH AN EXTENSION AND CENTERING DISK.
<br />VALVE BOX DETAIL
<br />SLIP TYPE
<br />TRENCH DETAIL
<br />♦Xt' S. SEAL
<br />Of . W
<br />MATTH
<br />No. 66118
<br />SEAL
<br />v
<br />vNfI<IN4& 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 />E
<br />T
<br />X
<br />N
<br />Ln m
<br />z J
<br />Ln
<br />X
<br />w w
<br />(Z
<br />o�
<br />w J
<br />z In
<br />z '
<br />5 V
<br />X
<br />w
<br />fy-
<br />z
<br />0
<br />VALVE EXTENSION RODS
<br />PIPE RESTRAINT LENGTHS IN FEET
<br />COMMON 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 />6"
<br />3'
<br />6'
<br />12'
<br />28'
<br />63'
<br />N
<br />8"
<br />4'
<br />7'
<br />15'
<br />36'
<br />82'
<br />C
<br />10"
<br />4'
<br />9'
<br />18,
<br />43'
<br />98,
<br />a
<br />12"
<br />5'
<br />10,
<br />21'
<br />50'
<br />116'
<br />a
<br />16"
<br />6'
<br />13'
<br />26'
<br />63'
<br />148'
<br />20"
<br />7'
<br />15'
<br />31'
<br />76'
<br />179'
<br />24"
<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 />LLI
<br />10"
<br />3'
<br />6'
<br />12'
<br />29'
<br />66'
<br />a
<br />a
<br />12"
<br />3'
<br />7'
<br />14'
<br />34'
<br />77'
<br />16"
<br />1 4'
<br />8'
<br />1 18'
<br />42'
<br />99,
<br />20"
<br />5'
<br />10'
<br />21'
<br />50'
<br />119'
<br />24"
<br />6'
<br />11'
<br />24'
<br />58'
<br />1 139'
<br />BARBED WIRE ARM
<br />TURNED OUT
<br />4" C ATE POST =
<br />1/4"x3/4"
<br />STRETCHER
<br />BAR
<br />RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING
<br />ALONG THE PIPE IN BOTH DIRECTIONS (EXCEPT DEAD ENDS).
<br />RESTRAINED JOINT TABLE NOTES;
<br />1. BASED ON DIPRA FOR DIP TYPE 3 SAND
<br />COMMON FITTINGS SILT, 3' COVER, 150 PRESSURE. FOR PVC.
<br />PIPE RESTRAINT LENGTHS IN FEET
<br />TEES (BRANCH SIDE)
<br />WATER MAINS - TEST PRESSURE 150 PSI
<br />BRANCH SIZE
<br />3"
<br />4"
<br />6"
<br />8"
<br />10"
<br />12"
<br />16"
<br />20"
<br />24"
<br />3"
<br />6'
<br />14'
<br />30'
<br />—
<br />—
<br />—
<br />—
<br />—
<br />—
<br />4"
<br />2'
<br />11'
<br />28'
<br />44'
<br />—
<br />—
<br />—
<br />—
<br />—
<br />N
<br />6"
<br />1'
<br />2'
<br />22'
<br />40'
<br />52'
<br />—
<br />—
<br />—
<br />—
<br />CO
<br />8"
<br />1'
<br />1'
<br />16'
<br />35'
<br />48'
<br />62'
<br />—
<br />—
<br />—
<br />7)
<br />10"
<br />1'
<br />1
<br />10,
<br />30'
<br />"1
<br />58'
<br />83'
<br />—
<br />—
<br />12"
<br />1'
<br />1'
<br />3'
<br />25'
<br />40'
<br />55'
<br />80'
<br />103'
<br />—
<br />16"
<br />1'
<br />1'
<br />1'
<br />14'
<br />31'
<br />48'
<br />75'
<br />98'
<br />119,
<br />20"
<br />1'
<br />1'
<br />1'
<br />1 2'
<br />22'
<br />40'
<br />69'
<br />94'
<br />116'
<br />24"
<br />V
<br />1'
<br />1'
<br />1'
<br />11'
<br />31'
<br />63'
<br />89.
<br />111'
<br />RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE TEE ALONG THE
<br />BRANCH FOR THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF RESTRAINED PIPE
<br />MUST BE INSTALLED ON BOTH RUNS OF THE TEE. MEGALUG TYPE RESTRAINERS ARE
<br />REQUIRED ON ALL JOINTS.
<br />RESTRAINED JOINT TABLE
<br />TEES SIDE)
<br />CITY OF ZEPHYRHILLS
<br />5335 8th Street
<br />Zephyrhills, FL 33542
<br />Phone: (813)780-0000
<br />3'-2"
<br />TYP
<br />2"
<br />FINAL GRADE
<br />SWING GATE SWING GATE
<br />6' CLEAR OPENING 6' CLEAR OPENING
<br />3 STIR. BARBED WIRE
<br />2 STRAND LINE WIRE TWISTED 1-5/8" DIA. TOP RAIL
<br />W/ 4 PT. BARBS 3 O.C.
<br />1
<br />2" J Ia
<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. SHEET
<br />LATCH
<br />FORK TYPE — PADLOCK COMPATIBLE
<br />3 STRANDS OF BARBED WIRE FACING OUT
<br />PAD
<br />UNDISTURBED EARTH —/
<br />M A T E R I A L S
<br />ITEM
<br />QUANT.
<br />DESCRIPTION
<br />1
<br />1
<br />HYDRANT, FIRE 5 1 4" VALVE MIN. , PAINTED YELLOW
<br />2
<br />6" PIPE, P.V.C. DR-18
<br />3
<br />1
<br />BOX, VALVE SLIP TYPE
<br />4
<br />1
<br />6" VALVE, GATE, M.J. RESILIENT WEDGE
<br />5
<br />1
<br />HYDRANT TEE, ANCHORING, M.J.
<br />6
<br />6" RESTRAINER GLAND (MEGALUG)
<br />7
<br />VALVE EXTENSION ROD, AS NECESSARY (3' MAX. BELOW GRADE)
<br />i s I(� i ' 1•
<br />PRODUCTION WELLS
<br />No. 11 AND No. 12
<br />WELL SITE IMPROVEMENTS
<br />DETAILS 1
<br />oncT �rPARATION
<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 />IC-121
<br />STATUS: REVISION
<br />ISSUE FOR BID
<br />
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