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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 PIN 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 />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 />AVG. WALL <br />0.251 In <br />1.347in HDPE DUCT, <br />SEE '4—WAY FUTURE <br />PATH DUCT SYSTEM' <br />DETAIL <br />16 AWG SOLID INSULATED <br />TRACER WIRE <br />(IF NOT PRESENT IN <br />FUTURE PATH CONDUIT) <br />4 MIRO—DUCTS <br />12.7/10mm <br />RODENT BARRIER TO <br />BE 6” LARGER THAN <br />OUTSIDE DIMENSIONS <br />OF HANDHOLE <br />1.25" SILICORE AND ALL FOUR FUTURE <br />PATH MICRODUCTS SHALL BE SPLICED <br />TOGETHER THROUGH THE HANDHOLE. <br />IN THE EVENT THAT THE CONDUITS ARE <br />NOT READY TO BE SPLICED TOGETHER, <br />THE CONDUIT ENDS SHALL BE CAPPED. <br />TRACE WIRE SHALL BE <br />SPLICED TOGETHER WITH WIRE <br />NUT CONNECTORS <br />SURFACE GRADE <br />CORE 2"0 HOLE THROUGH WALL <br />OF HANDHOLE. <br />CENTER CONDUITS AND SEAL WITH <br />URETHANE FOAM OR FLEX SEALANT. <br />.5"x.5"x18GA GALVANIZED <br />WWM RODENT BARRIER <br />PLACED ON TOP OF GRAVEL <br />6" WASHED <br />GRAVEL <br />NOTES: <br />4.. <br />COMPACTED TO 95%. COMPACTED MATERIAL <br />ENO VIEW <br />1. THE RHINO HYBRID 3—RAIL SPECIALLY <br />Material Requirements <br />DESIGNED REINFORCING FIBERS ARE <br />FSURFACE GRADE <br />BLENDED WITH UV STABLE PLASTIC TO <br />Requirements <br />CREATE A FLAT POST WITH THE BRIGHT <br />V Q <br />COLOR OF PLASTIC AND THE IMPACT <br />>0.940-0.947 <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 />Flexural 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 />Elangotion <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 D 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 />NOT ACCOUNTED FOR IN THE BID UNIT <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 />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 />AVG. WALL <br />0.251 In <br />1.347in HDPE DUCT, <br />SEE '4—WAY FUTURE <br />PATH DUCT SYSTEM' <br />DETAIL <br />16 AWG SOLID INSULATED <br />TRACER WIRE <br />(IF NOT PRESENT IN <br />FUTURE PATH CONDUIT) <br />4 MIRO—DUCTS <br />12.7/10mm <br />RODENT BARRIER TO <br />BE 6” LARGER THAN <br />OUTSIDE DIMENSIONS <br />OF HANDHOLE <br />1.25" SILICORE AND ALL FOUR FUTURE <br />PATH MICRODUCTS SHALL BE SPLICED <br />TOGETHER THROUGH THE HANDHOLE. <br />IN THE EVENT THAT THE CONDUITS ARE <br />NOT READY TO BE SPLICED TOGETHER, <br />THE CONDUIT ENDS SHALL BE CAPPED. <br />TRACE WIRE SHALL BE <br />SPLICED TOGETHER WITH WIRE <br />NUT CONNECTORS <br />SURFACE GRADE <br />CORE 2"0 HOLE THROUGH WALL <br />OF HANDHOLE. <br />CENTER CONDUITS AND SEAL WITH <br />URETHANE FOAM OR FLEX SEALANT. <br />.5"x.5"x18GA GALVANIZED <br />WWM RODENT BARRIER <br />PLACED ON TOP OF GRAVEL <br />6" WASHED <br />GRAVEL <br />EXCAVATION APPROXIMATELY <br />6" DEEPER THAN OVER ALL <br />HEIGHT OF ENCLOSURE <br />WARNING MARKER DETAIL <br />OVERSHEATH SPACING: <br />0.070" ±0.010" RURAL: MARKERS AT 1/2 MILE INTERVALS <br />OVER DUCTS <br />URBAN: MARKERS AT 1/4 MILE INTERVALS <br />(WHERE APPROPRIATE) <br />MATERIALS: <br />1.1 FERMA—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 />BACKFILL AROUND THE HANDHOLE SHALL BE <br />TABLE 1-1 <br />COMPACTED TO 95%. COMPACTED MATERIAL <br />DESIGN LOAD: <br />SHALL BE LEVELED SO THE TOP OF HANDHOLE <br />Material Requirements <br />IS 1"-2" ABOVE THE SURROUNDING GRADE, <br />FSURFACE GRADE <br />WITH POSITIVE DRAINAGE AWAY FROM HANDHOLE <br />EXCAVATION APPROXIMATELY <br />6" DEEPER THAN OVER ALL <br />HEIGHT OF ENCLOSURE <br />WARNING MARKER DETAIL <br />OVERSHEATH SPACING: <br />0.070" ±0.010" RURAL: MARKERS AT 1/2 MILE INTERVALS <br />OVER DUCTS <br />URBAN: MARKERS AT 1/4 MILE INTERVALS <br />(WHERE APPROPRIATE) <br />MATERIALS: <br />1.1 FERMA—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 />HANDHOLE INSTALLATION DETAIL <br />NTS <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 />40,0OOIbs <br />TABLE 1-1 <br />16,0001bs <br />DESIGN LOAD: <br />15,000lbs <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 D 1238 <br />5 <br />Flexural 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 D 1693 <br />0 <br />Hydrostatic Design Basis <br />Not Pressure Rated <br />ASTM D 2837 <br />-- <br />Brittleness Temperature <br />—75- C <br />ASTM D 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 D 3350 <br />CONDUIT DATA <br />HANDHOLE INSTALLATION DETAIL <br />NTS <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 />40,0OOIbs <br />MAX WHEEL LOAD: <br />16,0001bs <br />DESIGN LOAD: <br />15,000lbs <br />TEST LOAD: <br />22,500lbs <br />COMPOSITE MATERIAL LID <br />MIN. LOAD: 18,OOOlbs <br />MAX. LOAD: 33,750lbs <br />3" <br />OPEN BOTTOM <br />24x36x30 HANDHOLE <br />RODENT <br />BARRIER <br />NOTE: <br />INSTALL TRACEABLE MULE TAPE IN <br />1.25"0 HDPE DUCT CONTINUOUS <br />FROM FROM BEGINNING TO END. <br />PROVIDE 30' SLACK AT BEGINNING <br />AND END HANOHOLES. <br />DEPTH OF CONDUIT <br />AS NOTED ON PLANS <br />NTS <br />