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R/W <br />C/L OF ROAD <br />CURB OR <br />PAVEMENT <br />RETURN— <br />BORE DETAIL AT POCK LANE <br />NOT TO SCALE <br />1 <br />30' <br />CURB OR <br />PAVEMENT <br />RETURN <br />a., <br />48' MIN. <br />PER JURIS. <br />SETBACK <br />z'xz' BORE PIT <br />LONGITUDINAL HDD METHOD <br />NTS <br />TRANSVERSE HER METHOD <br />NTS <br />BORE PITS L RECEIVING PITS <br />1. ALL BORE/RECEIVING PIIS SHALL BE STEEL <br />PUTED 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—RAIL 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 LEND AND 4—FT DEEP. <br />6. ALL BORE/RECEIVING PRS SHALL BE <br />SURROUNDED BY CONTINUOUS STRAW <br />WAFFLES As REQUIRED PER sWPPP. <br />BACKFILL WITH MATERIALS EQUAL TO OR BETTER THAN THE EXISTING <br />PAVEMENT AND BASE IN QUALItt. NEW PAVEMENT SHALL BE 1' <br />THICKER THAN EXISTING PAVEMENT, MINIMUM OF 0.25 FEET0. NEW BASE NOTES: <br />SHALL BE 1" THICKER THAN EXISTING BASE, MINIMUM OF .5 FEET. <br />6" MIN. 6" MIN. 1. REFERENCE SAN JOAQUIN STANDARD ORAWIC <br />(NP) 6 6 I(TYP) R29 FOR TRENCH BACKFILL AND COMPACTION <br />EXISTING REQUIREMENTS_ <br />PAVEMENT e,':F u 'r,< <br />2 RELATIVE COMPACTION OF MATERIALS SHALL <br />_ BE TESTED NI ACCORDANCE WITH THE STATE <br />COMPACT IN 12" MAX OF CALIFORNIA, DEPT. OF TRANSPORTATION <br />LAYERS TO A MIN. RELATIVE - TESTING MANUALS, TEST METHOD N0. <br />-- — — COMPACTION OF 95% UNDER — — CALIFORNIA 216 OR 231. <br />OUTSIDE <br />NT AND 90z <br />_ ouislDE PAVEMENT. — — — ? 3. ALL EXISTING PAVEMENT SHALL BE NEATLY <br />cur TO LINE PRIOR TO TRENCH ExcnvnnaN. <br />COMPACT IN 24" MAX. q, WHEN SHOWN BY SOIL COMPOSITION AND <br />LAYERS TO A MIN. RELATIVE `� <br />O P0, <br />COMPACTICN CF 852. COMPACTABILITY, NBE U PERCENT (90%) <br />COMPACTION Mar IN Y PE CENT APPROVED <br />CD COMPACT IN 6° LAYERS TO BY THE DIRECTOR OF PUBLIC WORKS. <br />A MINIMUM RELATIVE 5. SPECIAL BEDDING REQUIREMENTS MAY BE <br />SHOWN ON THE PLANS OR SPECIFIED IN <br />SPECIAL <br />10" MIN. <br />COMPACTION PMIN, TION OF 9000° MIN, 0 O 10° MIN. 6. SHOULDEPLANS RS <br />4SHALL <br />E BE IN SHOWN PECION THE <br />AL <br />+ 20 MIN. + 20' MIN. PROVISIONS BUT IN No CASE SHALL THE <br />SHOULDER BE LESS THEN THREE FEET WIDE <br />RIGID CONDUIT FLEXIBLE CONDUIT AS MEASURED FROM THE EDGE OF <br />PAVEMENT. <br />J. JETTING OR PONDING WILL BE PERMITTED <br />WITH IN THE STREET RIGHT—OF—WAY WITH A <br />3—YEAR BOND, WHEN APPROVED BY THE <br />DIRECTOR OR PUBLIC wDRKs <br />CONDUIT Wl � <br />FIBER CABLE <br />PROFILE VIEW <br />BORE DETAIL AT POCK LANE <br />NOT TO SCALE <br />1 <br />30' <br />CURB OR <br />PAVEMENT <br />RETURN <br />a., <br />48' MIN. <br />PER JURIS. <br />SETBACK <br />z'xz' BORE PIT <br />LONGITUDINAL HDD METHOD <br />NTS <br />TRANSVERSE HER METHOD <br />NTS <br />BORE PITS L RECEIVING PITS <br />1. ALL BORE/RECEIVING PIIS SHALL BE STEEL <br />PUTED 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—RAIL 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 LEND AND 4—FT DEEP. <br />6. ALL BORE/RECEIVING PRS SHALL BE <br />SURROUNDED BY CONTINUOUS STRAW <br />WAFFLES As REQUIRED PER sWPPP. <br />BACKFILL WITH MATERIALS EQUAL TO OR BETTER THAN THE EXISTING <br />PAVEMENT AND BASE IN QUALItt. NEW PAVEMENT SHALL BE 1' <br />THICKER THAN EXISTING PAVEMENT, MINIMUM OF 0.25 FEET0. NEW BASE NOTES: <br />SHALL BE 1" THICKER THAN EXISTING BASE, MINIMUM OF .5 FEET. <br />6" MIN. 6" MIN. 1. REFERENCE SAN JOAQUIN STANDARD ORAWIC <br />(NP) 6 6 I(TYP) R29 FOR TRENCH BACKFILL AND COMPACTION <br />EXISTING REQUIREMENTS_ <br />PAVEMENT e,':F u 'r,< <br />2 RELATIVE COMPACTION OF MATERIALS SHALL <br />_ BE TESTED NI ACCORDANCE WITH THE STATE <br />COMPACT IN 12" MAX OF CALIFORNIA, DEPT. OF TRANSPORTATION <br />LAYERS TO A MIN. RELATIVE - TESTING MANUALS, TEST METHOD N0. <br />-- — — COMPACTION OF 95% UNDER — — CALIFORNIA 216 OR 231. <br />OUTSIDE <br />NT AND 90z <br />_ ouislDE PAVEMENT. — — — ? 3. ALL EXISTING PAVEMENT SHALL BE NEATLY <br />cur TO LINE PRIOR TO TRENCH ExcnvnnaN. <br />COMPACT IN 24" MAX. q, WHEN SHOWN BY SOIL COMPOSITION AND <br />LAYERS TO A MIN. RELATIVE `� <br />O P0, <br />COMPACTICN CF 852. COMPACTABILITY, NBE U PERCENT (90%) <br />COMPACTION Mar IN Y PE CENT APPROVED <br />CD COMPACT IN 6° LAYERS TO BY THE DIRECTOR OF PUBLIC WORKS. <br />A MINIMUM RELATIVE 5. SPECIAL BEDDING REQUIREMENTS MAY BE <br />SHOWN ON THE PLANS OR SPECIFIED IN <br />SPECIAL <br />10" MIN. <br />COMPACTION PMIN, TION OF 9000° MIN, 0 O 10° MIN. 6. SHOULDEPLANS RS <br />4SHALL <br />E BE IN SHOWN PECION THE <br />AL <br />+ 20 MIN. + 20' MIN. PROVISIONS BUT IN No CASE SHALL THE <br />SHOULDER BE LESS THEN THREE FEET WIDE <br />RIGID CONDUIT FLEXIBLE CONDUIT AS MEASURED FROM THE EDGE OF <br />PAVEMENT. <br />J. JETTING OR PONDING WILL BE PERMITTED <br />WITH IN THE STREET RIGHT—OF—WAY WITH A <br />3—YEAR BOND, WHEN APPROVED BY THE <br />DIRECTOR OR PUBLIC wDRKs <br />