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AS NOTED <br />ON PIANS <br />BORE <br />PIT <br />- EDGE OF PAVEMENT <br />OR FACE OF CURB <br />CURB OR <br />PAVEMENT <br />RETURN- <br />PIAN VIEW <br />C/L 0I ROAD <br />I — <br />-�7--III---- <br />FIBER CABLE <br />PROFILE VIEW <br />CURB OR <br />PAVEMENT <br />RETURN <br />a., <br />... 48' MIN. <br />SETBACK <br />B'—n' <br />2'X2' BORE PIT <br />LONGITUDINAL HDD METHOD <br />NTS <br />TRANSVERSE HDD METHOD <br />NTS <br />BACKFILL WITH MATERIALS EQUAL TO OR BETTER THAN THE EXISTING <br />PAVEMENT AND BASE IN QUALITY. NEW PAVEMENT SHALL BE 1' <br />THICKER THAN EXISTING PAVEMENT, MINIMUM OF 0.25 FEET. NEW E <br />SHALL BE 1' THICKER THAN EXISTING BASE, MINIMUM OF 0.5 FEET. <br />8" MIN .M 6" <br />CURB <br />c/L of Rono <br />CURB OR <br />10" MIN O.D. <br />PAVEMENT I PAVEMENT O.D. <br />RETURN RETURN + 20' MIN. <br />RIGID CONDUIT <br />DIRECTION BORE WITH <br />BORE — 0R HDPE CA NG <br />NG BORE <br />PIT �I� �� PIT <br />FIBER CABLE <br />PROFILE VIEW <br />TYPICAL BORE DETAIL AT STREET INTERSECTION <br />NOT TO SCALE <br />COMPACT IN 12" MAX. <br />LAYERS TO A MIN. RELATIVE <br />COMPACTION OF 95% UNDER <br />PAVEMENT AND 90% <br />OUTSIDE PAVEMENT. - <br />COMPACT IN 24" MAX. <br />LAYERS TO A MIN. RELATIVE / <br />COMPACTION OF 85%, <br />COMPACT IN 6° LAYERS TO <br />A MINIMUM REIATIVE <br />COMPACTION OF 90% <br />10° MIN, 10" MIN, <br />O.D. <br />20' MIN. <br />FLEXIBLE CONDUIT <br />BORE PITS L RECEIVING PITS <br />1. ALL BORE/RECEIVING PIIS SHALL BE STEEL <br />DILATED WHEN NOT IN USE. <br />2. ALL BORE/RECEIVING PIIS THAT ARE WITHIN <br />THE CLEAR RECOVERY ZONE NEED TO BE <br />PROTECTED BY K -FAIL AND CRASH <br />CUSHIONS. <br />3, BORE/RECEIVING PITS SHALL ONLY BE OPEN <br />FDR 2-3 HOURS MAXIMUM AND FILLED IN <br />COMPLETELY BEFORE THE END OF EACH <br />WORK DAY. <br />4, BORE PITS ARE AREA STANDARD 1 -FT WIDE <br />BY 4 -FT LONG AND 4 -FT DEEP. <br />5, RECEIVING PITS ARE A STANDARD 3 -FT WIDE <br />BY 3 -FT LONG AND 4 -FT DEEP. <br />6. ALL BORE/RECEIVING PRS SHALL BE <br />SURROUNDED BY CONTINUOUS STRAW <br />WATTLES AS REQUIRED PER SWPPP. <br />NOTES: <br />6" MIN. 1. REFERENCE SAN JOAQUIN STANDARD ORAWIG <br />(TYP) R29 FOR TRENCH BACKFILL AND COMPACTION <br />REQUIREMENTS. <br />3 2. RELATIVE COMPACTION OF MATERIALS SHALL <br />BE TESTED IN ACCORDANCE WITH THE STATE <br />OF CALIFORNIA, DEPT. OF TRANSPORTATION <br />TESTING MANUALS, TEST METHOD NO. <br />CALIFORNIA 216 OR 231. <br />3, ALL EXISTING PAVEMENT SHALL BE NEATLY <br />CUT TO LINE PRIOR TO TRENCH EXCAVATION. <br />F, 4, WHEN SHOWN BY SOIL COMPOSITION AND <br />+ COMPACTABILItt, NINETY PERCENT (90%) <br />COMPACTION MAY BE USED, WHEN APPROVED <br />BY THE DIRECTOR OF PUBLIC WORKS. <br />5. SPECIAL BEDDING REQUIREMENTS MAY BE <br />SHOWN ON THE PLANS OR SPECIFIED IN <br />-10° MIN. SPECIAL PROVISIONS. <br />6. SHOULDERS SHALL BE AS SHOWN ON THE <br />PIANS OR SPECIFIED IN THE SPECIAL <br />PROVISIONS BUT IN NO CASE SHALL THE <br />SHOULDER BE LESS THEN THREE FEET WIDE <br />AS MEASURED FROM THE EDGE OF <br />PAVEMENT. <br />J. JETTING OR PONDING WILL BE PERM1EO <br />WITH IN THE STREET RIGHT-OF-WAY WITH A <br />3 -YEAR BOND, WHEN APPROVED BY THE <br />DIRECTOR OR PUBLIC wDRKS <br />