|
E
<br />OUTSIDE DIAMETER:
<br />1.660}0.005in
<br />MINIMUM WALL:
<br />0.151in
<br />MAXIMUM WALL:
<br />0.171in
<br />INSIDE DIAMETER:
<br />1.283in (min.)
<br />SAFE WORKING
<br />BLENDED WITH UV STABLE PLASTIC TO
<br />PULL STRENGTH:
<br />1,989lbs
<br />WEIGHT:
<br />0.319lb/ft (avg.)
<br />BEND RADIUS:
<br />17in
<br />ORALITY:
<br /><5%
<br />BRITTLENESS TEMP.: —75'C
<br />HIGH TENSILE KID SDR -11
<br />HDPE HDPE CONDUIT
<br />SILICORE
<br />LINING
<br />' WALLS ARE ASTM SPECIFICATIONS. OTHER DATA
<br />MODIFIED TO INCLUDE RIBS.
<br />72"
<br />1.25"0 HDPE DUCT
<br />NTS
<br />1-1/4in HDPE DUCT
<br />SEE DETAIL
<br />OUTSIDE DIA: 4.500in
<br />INSIDE DIA: 3.9981n
<br />WEIGHT (AVG): 2.188 LB/FT
<br />BEND RAD: 50in
<br />SAFE WORKING
<br />PULL STRENGTH: 8,700 LBS
<br />RINI
<br />NOTES:
<br />4..
<br />16,000lbs
<br />ENO VIEW
<br />1. THE RHINO HYBRID 3—RAIL SPECIALLY
<br />OPEN BOTTOM
<br />DESIGNED REINFORCING FIBERS ARE
<br />Cell
<br />BLENDED WITH UV STABLE PLASTIC TO
<br />TRACE WIRE SHALL
<br />CREATE A FLAT POST WITH THE BRIGHT
<br />V Q
<br />COLOR OF PLASTIC AND THE IMPACT
<br />_AVG.
<br />0.251 In
<br />RESISTANCE OF THE COMBINED
<br />R T
<br />FIBERGLASS AND PLASTIC. IT'S DESIGN
<br />•
<br />ALLOWS THE POST TO BEND OVER WHEN
<br />Flexuml Madulus
<br />HIT, THEN SNAP BACK INTO IT'S NORMAL
<br />EI
<br />UPRIGHT POSITION.
<br />D``
<br />3000—<3500 psi
<br />C2.
<br />F
<br />CONTRACTOR IS RESPONSIBLE FOR
<br />A
<br />POSTING OF THESE RHINO FIBER 3—RAIL
<br />I
<br />WARNING N U
<br />BB
<br />INSTALLATIONSIGNS,
<br />STANDARDS, EVERY }2640
<br />ASTM D 2837
<br />FEET (1/2—MILE) IN RURAL AREAS AND IN
<br />E E
<br />THE URBAN AREAS EVERY ±1320 FEET
<br />® R
<br />(1/4—MILE), AND AT EVERY HANDHOLE
<br />TL
<br />7/
<br />AND ANY CONDUIT SPLICE LOCATED
<br />BEFORE DIGGING CAO
<br />BETWEEN HANDHOLES (EXCEPT IN
<br />CYIN
<br />SIDEWALKS OR OTHER IMPRACTICAL URBAN
<br />855-442-6010
<br />AREAS), TO ENSURE THE FIBER AND
<br />-,-.
<br />STRUCTURE CAN BE LOCATED AND 15 NOT
<br />ASTM 0 3350
<br />DAMAGED IN THE FUTURE.
<br />3. WARNING SIGNS AND DECALS SHALL BE
<br />SUPPLIED BY OWNER. CONTRACTOR SHALL
<br />NOTIFY OWNER OF ALL MID—SPAN
<br />CONDUIT SPLICES AS THAT QUANTITY IS
<br />URETHANE FOAM OR FLEX SEALANT. ---,,,F"\
<br />NOT ACCOUNTED FOR IN THE BID UNIT
<br />\
<br />QUANTITY SUMMARY.
<br />4. WARNING SIGNS WILL NOT REQUIRE METAL
<br />ANCHORS & SHALL BE PLACED AT A MIN.
<br />DEPTH OF 18 INCHES BUT NOT TO
<br />1.347in
<br />EXCEED 24 INCHES.
<br />WARNING SIGN — RHINO 3 RAIL
<br />FIBER OPTIC CABLE MARKER
<br />NTS
<br />22 A•„�
<br />ENCASEMENT DETAIL
<br />NTS
<br />4—WAY FUTURE PATH DUCT
<br />SYSTEM DETAIL
<br />NTS
<br />MATERIALS:
<br />1.1 PERR GUARD CONDUIT SHALL BE MADE FROM HIGH—DENSITY POLYETHYLENE (HDPE).
<br />THE HDPE SHALL MEET OR EXCEED THE PROPERTIES LISTED IN ASTM D-3350 FOR
<br />MINIMUM CELL CLASSIFICATION OF 335480 C (MINIMUM 2% CARBON BLACK) OR E
<br />(COLOR WITH UV STABILIZER). PROPERTIES ARE LISTED BELOW IN TABLE 1.1
<br />40,0001bs
<br />TABLE 1-1
<br />16,000lbs
<br />DESIGN LOAD:
<br />15,0001bs
<br />OPEN BOTTOM
<br />WALL
<br />Cell
<br />RODENT BARRIER TO
<br />TRACE WIRE SHALL
<br />BE
<br />3
<br />24x36x30 HANDHOLE
<br />_AVG.
<br />0.251 In
<br />ASTM D 792 or 1505
<br />BE 6” LARGER THAN
<br />SPLICED TOGETHER
<br />WITH WIRE SURFACE GRADE
<br />5
<br />Flexuml Madulus
<br />110,000 to 160,000 psi
<br />ASTM D 790
<br />OUTSIDE DIMENSIONS
<br />NUT CONNECTORS
<br />3000—<3500 psi
<br />ASTM D 638
<br />8
<br />Environmental Stress Crack
<br />Resistance
<br />Condition B, F Max, 10%
<br />Igepal, 96hrs, minimum
<br />OF HANDHOLE
<br />O
<br />Hydrostatic Design Basis
<br />Not Pressure Rated
<br />ASTM D 2837
<br />--
<br />Brittleness Temperature
<br />—75- C
<br />ASTM 0 746
<br />CORE 2"0 HOLE THROUGH WALL
<br />TL
<br />7/
<br />400% minimum
<br />ASTM D 638
<br />C
<br />Class C
<br />Minimum 2% Carbon Black
<br />OF HANDHOLE./AA
<br />E
<br />Class E
<br />Colored with UV Stablizer
<br />ASTM 0 3350
<br />CENTER CONDUITS AND SEAL WITH
<br />URETHANE FOAM OR FLEX SEALANT. ---,,,F"\
<br />\
<br />1.347in
<br />HDPE DUCT,
<br />A
<br />'
<br />SEE '4—WAY
<br />FUTURE
<br />D
<br />PATH DUCT
<br />SYSTEM'
<br />/
<br />O oO
<br />DETAILFT
<br />A��\
<br />WASHED
<br />GRAVEL
<br />1.25" SILICORE AND ALL FOUR FUTURE
<br />RODENT
<br />PATH MICRODUCTS SHALL BE SPLICED
<br />.5"x.5"x18GA GALVANIZED
<br />BARRIER
<br />—16 AWG SOLID
<br />INSULATED
<br />TOGETHER THROUGH THE HANDHOLE.
<br />WWM
<br />RODENT BARRIER
<br />TRACER WIRE
<br />IN THE EVENT THAT THE CONDUITS ARE
<br />PLACED
<br />ON TOP OF GRAVEL
<br />NOTE:
<br />(IF NOT PRESENT
<br />IN
<br />NOT READY TO BE SPLICED TOGETHER,
<br />INSTALL TRACEABLE MULE TAPE IN
<br />FUTURE PATH
<br />CONDUIT)
<br />THE CONDUIT ENDS SHALL BE CAPPED.
<br />1.25"0 HDPE DUCT CONTINUOUS
<br />BACKFILL AROUND THE HANDHOLE SHALL BE
<br />FROM FROM BEGINNING TO END.
<br />COMPACTED TO 95%. COMPACTED MATERIAL
<br />PROVIDE 30' SLACK AT BEGINNING
<br />SHALL BE LEVELED SO THE TOP OF HANDHOLE
<br />AND END HANDHOLES.
<br />4 MIRO—DUCTS
<br />IS 1"-2" ABOVE THE SURROUNDING GRADE,
<br />12.7/10mm
<br />SURFACE GRADE
<br />WITH POSITIVE DRAINAGE AWAY FROM HANDHOLE
<br />E,
<br />RAA\
<br />\
<br />RAA\
<br />EXCAVATION APPROXIMATELY
<br />6" DEEPER THAN OVER
<br />ALF—
<br />LL
<br />HEIGHT OF ENCLOSURE
<br />HEIGHT
<br />DEPTH OF CONDUIT
<br />�
<br />3..
<br />AS NOTED ON PLANS
<br />OVERSHEATH
<br />WARNING MARKER DETAIL
<br />0.070" ±0.010"
<br />SPACING:
<br />RURAL: MARKERS AT 1/2 MILE INTERVALS
<br />OVER DUCTS
<br />URBAN: MARKERS AT 1/4 MILE INTERVALS
<br />HANDHOLE
<br />INSTALLATION DETAIL
<br />(WHERE APPROPRIATE)
<br />NTS
<br />MATERIALS:
<br />1.1 PERR GUARD CONDUIT SHALL BE MADE FROM HIGH—DENSITY POLYETHYLENE (HDPE).
<br />THE HDPE SHALL MEET OR EXCEED THE PROPERTIES LISTED IN ASTM D-3350 FOR
<br />MINIMUM CELL CLASSIFICATION OF 335480 C (MINIMUM 2% CARBON BLACK) OR E
<br />(COLOR WITH UV STABILIZER). PROPERTIES ARE LISTED BELOW IN TABLE 1.1
<br />CONDUIT DATA
<br />CVIN STANDARD HANDHOLE
<br />GRADE LEVEL BOX BULK 4
<br />ANSI/SCTE 77 TIER 22
<br />HEAVY DUTY, NON—DELIBERATE TRAFFIC,
<br />LIMITED TO CLASS 7 (2-1/2 TON TRUCK).
<br />GENERALLY, IN A SIDEWALK BUT NOT AT A
<br />CORNER OR DRIVEWAY.
<br />GVW:
<br />40,0001bs
<br />TABLE 1-1
<br />16,000lbs
<br />DESIGN LOAD:
<br />15,0001bs
<br />Material Requirements
<br />22,500lbs
<br />Cell
<br />Properties
<br />Requirements
<br />Test Method
<br />3
<br />Density
<br />>0.940-0.947
<br />ASTM D 792 or 1505
<br />3
<br />Melt Flow Index (190/2.160)
<br /><0.4-0.15g/10 minutes max ASTM 0 1238
<br />5
<br />Flexuml Madulus
<br />110,000 to 160,000 psi
<br />ASTM D 790
<br />4
<br />Tensile Strength at Yield
<br />3000—<3500 psi
<br />ASTM D 638
<br />8
<br />Environmental Stress Crack
<br />Resistance
<br />Condition B, F Max, 10%
<br />Igepal, 96hrs, minimum
<br />ASTM 0 1693
<br />O
<br />Hydrostatic Design Basis
<br />Not Pressure Rated
<br />ASTM D 2837
<br />--
<br />Brittleness Temperature
<br />—75- C
<br />ASTM 0 746
<br />--
<br />Elangotion
<br />400% minimum
<br />ASTM D 638
<br />C
<br />Class C
<br />Minimum 2% Carbon Black
<br />ASTM D 3350
<br />E
<br />Class E
<br />Colored with UV Stablizer
<br />ASTM 0 3350
<br />CONDUIT DATA
<br />CVIN STANDARD HANDHOLE
<br />GRADE LEVEL BOX BULK 4
<br />ANSI/SCTE 77 TIER 22
<br />HEAVY DUTY, NON—DELIBERATE TRAFFIC,
<br />LIMITED TO CLASS 7 (2-1/2 TON TRUCK).
<br />GENERALLY, IN A SIDEWALK BUT NOT AT A
<br />CORNER OR DRIVEWAY.
<br />GVW:
<br />40,0001bs
<br />MAX WHEEL LOAD:
<br />16,000lbs
<br />DESIGN LOAD:
<br />15,0001bs
<br />TEST LOAD:
<br />22,500lbs
<br />COMPOSITE MATERIAL LID
<br />MIN. LOAD: 18,000lbs
<br />MAX. LOAD: 33,750lbs
<br />IFIIND IULL DLJ} L
<br />INTO
<br />
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