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EXISTING GROUND SURFACE <br />SOIL BACKFILL, MOISTEN AND <br />8" MAX COMPACT <br />MARKER TAPE <br />1" OR 2" SCH 40 PVC <br />PIPE <br />2' MIN <br />SAND BACKFILL, MOISTEN <br />2" MIN AND COMPACT <br />3" MIN TO <br />TRENCH (TYP) <br />8" MIN <br />NOTES; <br />1. MAINTAfN SPACING THROUGHOUT TRENCH. <br />2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. <br />SINGLE PIPE TRENCH: 1" OR To PIPE <br />SCALE 1"z1' <br />4A <br />D-1 <br />SECTION <br />2 <br />D-1 <br />SOIL BACK FILL COMPACT <br />WITH VIBRATOR PLATE <br />314" SCH 40 PVC PIPE OR <br />112 SPX 100 <br />1 k1 <br />T <br />4" <br />Ti., <br />4" <br />PIPE TRENCH: IRRIGATION LATERAL <br />SCALE 1"=1' <br />EXISTING BARBED WIRE <br />FENCE ALONG HARNEY LANE <br />i INSTALL PIPE ANCHOR AT <br />D-2 EVERY VALVE BOX, TYP. <br />2 <br />BALL VALVE <br />D-2 <br />12" RAIN BIRD PSI-M30X-075 PRESSURE REGULATOR <br />SECTION <br />EXISTING GROUND SURFACE <br />SOIL BACKFILL, MOISTEN <br />8" MAX AND COMPACT <br />MARKER TAPE <br />1" PVC SCH 40 PIPE <br />1'-8"MIN -_ _ 2" PVC SCH 40 PIPE <br />2'rlN <br />SAND BACKFILL, MOISTEN <br />2" MIN AND COMPACT <br />2" MIN BETWEEN <br />-d <br />3" MIN TO PIPES (TYP) <br />TRENCH (TYP) <br />12" <br />NOTES: <br />1. MAINTAIN SPACING THROUGHOUT TRENCH. <br />2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. <br />DOUBLE PIPE TRENCH: 1" AND 2" PIPE <br />SCALE 1"■1' SECTION <br />RAIN BIRD VB -STD VALVE BOX OVER 2" OF CRUSHED ROCK <br />_-- <br />- - - - - - --- . -------------------------------------- <br />'i <br />8" <br />MAX. <br />FINISH <br />411 GRADE <br />{MIN.} `- - <br />�' SCH 40 PVC LATERAL " SCH 40 PVC LATERAL <br />BELOW GRADE BELOW GRADE <br />THREADED TEE FNPT <br />7 <br />. IRRIGATION LATERAL TRENCH <br />IRRIGATION LAYOUT IN PLANTING AREAS <br />SCALE: 1"■1' <br />SECTION <br />REINFORCED <br />CONCRETE PIPE (RCP) <br />RCP END (TYP) <br />EXISTING GROUND SURFACE <br />SOIL BACKFILL, MOISTEN <br />8" MAX AND COMPACT <br />MARKER TAPE <br />1' -$"MIN ,� .�: �i.� �, <br />2" PVC SCH 40 PIPE <br />1" PVC SCH 40 PIPE (TYP) <br />�-� TEE ON THIS PVC WHERE <br />~ <br />2" MIN INDICATED <br />j <br />SAND BACKFILL, MOISTEN AND <br />COMPACT <br />3" MIN TO <br />TRENCH (TYP) 2" MIN BETWEEN <br />PIPES (TYP) <br />V-6" MIN <br />3 <br />D-1 <br />NOTES: <br />1. MAINTAIN SPACING THROUGHOUT TRENCH. <br />2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. <br />FOUR PIPE TRENCH: THREE 1" AND ONE Z" PIPES <br />SCALE 1"*1' <br />211 CLEARANCE <br />4X4 TREATED WOOD STUB. <br />CUT WOOD STUB TO PROVIDE <br />CLEARANCE SHOWN <br />4B <br />D-1 <br />SECTION <br />SECURE TREATED 2X1 LUMBER TO ALL <br />4X4 WOOD AT THE EDGE W12" EXTERIOR <br />GRADE SCREWS (SEE NOTE 1) <br />4X4 PRESSURE TREATED WOOD (TYP) <br />2" PVC PIPE (OTHER PIPES NOT SHOWN) <br />PLACE SAND AS NEEDED TO MATCH <br />PIPE TRENCH'S SAND BEDDING <br />TRANSITION TO DOUBLE <br />10 D-1 OR FOUR PIPE TRENCH <br />�- RCP SAND BEDDING <br />NOTE; <br />1. CONTRACTOR SHALL ENSURE CULVERT COVER IS IN PLACE AT <br />THE END OF RCP BEFORE BACKFILLING TRENCH. <br />CULVERT COVER <br />SCALE 1 -01 - <br />SECTION <br />TYPE A ASPHALTIC <br />CONCRETE PER CALTRANS <br />STANDARD SPECIFICATION SAWCUT <br />SECTION 39 AND 39-2.02 EXISTING <br />PAVEMENT <br />MARKER TAPE <br />EXISTING PAVEMENT SURFACE <br />-\-,--- <br />EXISTING PAVEMENT EDGE <br />(TYP) <br />CLASS II A.B. COMPACT IN <br />MAX 6" LIFTS TO 95% R.C. <br />IN THE PRESENCE OF <br />ENGINEER <br />12" REINFORCED <br />CONCRETE PIPE (RCP) <br />ENSURE COMPACTION <br />UNDER PIPE HAUNCH (TYP) <br />SAND BEDDING COMPACT <br />TO 93% R.0 <br />PE <br />c o►.n s+u rvu rirr_ <br />NOTES: <br />1. MAINTAIN PIPE SPACING THROUGHOUT TRENCH. <br />2. RCP CULVERT SHALL EXTEND 5 FT FROM EDGE OF ENTRANCE ROAD PAVEMENT. <br />3. R.C=RELATIVE COMPACTION PER ASTM D-6938. <br />4. COVER RCP CULVERT ENDS PER 4B <br />D-1 <br />PIPE TRENCH: ROAD CROSSING <br />SCALE 1"z1' <br />UNISTRUT CHANNEL <br />(P1000) (TYP.) <br />2"GS------- <br />c------ <br />EXISTING <br />GROUND <br />SURFACE <br />THREADED ROD TO FIT <br />UNIPIER BASE <br />(UP -MPDS) (TYP.) J <br />UNISTRUT 8" UNIPIER BASE <br />(UP -MPDS) (TYP.) <br />SECTION <br />UNISTRUT PIPE CLAMP (P1109) TO <br />SECURE 2" GS PIPE (TYP.) <br />10' MAX. <br />UNISTRUT CHANNEL NUT WITH SPRING <br />- - - - - - - (P1006) TO FIT CHANNEL (P1000) <br />�._ <br />I <br />HEIGHT VARIES ' <br />HEIGHT VtIES E IT <br />T. <br />I Illf��llI���iIII�IIIE; ll1�- IST <br />SIDE VIEW <br />Y2` x 12" REBAR STAKE PAINTED <br />BLUE TO MARK LOCATION OF END <br />OF STUB OUT <br />UNISTRUT PIPE CLAMP (P1109) TO <br />EXISTING GROUND SURFACE <br />SECURE 2" GS PIPE (TYP.) <br />5" MIN 2" GS PIPE UNISTRUT CHANNEL (P1000) (TYP.) <br />611MAX <br />SOIL BACKFILL EXISTING <br />3X411 EXTERIOR GRADE PLYWOOD PLACED OVER GROUND <br />TOP OF STUB OUT TO PROTECT PIPE DURING SURFACE HEIGHT VARIES HEIGHT VARIES <br />FUTURE TRENCHING; CUT PLYWOOD WIDTH 2" I �...._.... - <br />SHORTER THAN TOTAL TRENCH WIDTH SO <br />THERE IS 1" CLEAR ON EITHER SIDE OF TRENCH <br />1" OR 2" SCH 40 PVC PIPESAND BACKFILL THREADED ROD TO UNISTRUT 8" UNIPIER BASE <br />STUB OUT, T-0" MIN FIT UNIPIER BASE (IJP -MPDS) (TYP.) <br />EXTEND PLYWOOD (UP -MPDS) (TYP.) FRONT VIEW <br />V-0" MIN OVER CAPPED <br />END OF STUB OUT <br />PVC PIPE CAP TO SEAL END NOTES: <br />NOTES: 1. INSTALL UNISTRUT UNIPIER PIPE SUPPORT SYSTEM WITHIN VERNAL FEATURES TO SPAN PORTIONS <br />1. MAINTAIN SPACING THROUGHOUT TRENCH. OF FEATURES THAT ARE DEEPER THAN 6 INCHES. <br />2. GS =SCH 40 GALVANIZED STEEL PIPE. 2. ADJUST HEIGHTS OF THREADED RODS, AS NECESSARY, TO ENSURE THAT THE UNISTRUT CHANNEL <br />(P10G0) IS LEVEL. <br />3. INSTALL UNISTRUT UNIPIER PIPE SUPPORT PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR <br />SHALL SUBMIT MANUFACTURER'S INSTRUCTIONS TO ENGINEER PRIOR TO INSTALLATION. <br />6 <br />D-1 <br />PIPE STUB OUT <br />SCALE 1--l' <br />SECTION <br />UNISTRUT UNIPIER PIPE SUPPORT FOR THROUGH VERNAL FEATURES <br />NOT TO SCALE SECTION <br />DETAILS <br />D-1 <br />