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M NOTES: 1- MAINTAIN SPACING THROUGHOUT TRENCH. 2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. 12" SINGLE PIPE TRENCH: 1" OR 2" PIPE SCALE 1"=1' 4A D-1 SECTION 2 D-1 SOIL BACK FILL COMPACT WITH VIBRATOR PLATE 314" SCH 40 PVC PIPE OR 112 SPX 100 4" 1" 4" EXISTING GROUND SURFACE SOIL BACKFILL, MOISTEN AND $" MAX 8"MAX AND COMPACT COMPACT .J jf/ffff /r MARKER TAPE 1'-8"MIN \\ \\\ \�\\�• \\ 1'-8"MIN 1" OR 2" SCH 40 PVC ` 2" IN PIPE 2' MIN SAND BACKFILL, MOISTEN 2n MIN - .: AND COMPACT 2" MIN BETWEEN BACKFILL, MOISTEN 2:LANSAND 2" MIN PIPES (TYP) D COMPACT 3" MIN TO TRENCH (TYP) 8" MIN NOTES: 1- MAINTAIN SPACING THROUGHOUT TRENCH. 2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. 12" SINGLE PIPE TRENCH: 1" OR 2" PIPE SCALE 1"=1' 4A D-1 SECTION 2 D-1 SOIL BACK FILL COMPACT WITH VIBRATOR PLATE 314" SCH 40 PVC PIPE OR 112 SPX 100 4" 1" 4" PIPE TRENCH: IRRIGATION LATERAL SCALE 1 "=1' EXISTING BARBED WIRE FENCE ALONG HARNEY LANE INSTALL PIPE ANCHOR AT D-2 l EVERY VALVE BOX, TYP. 2 ) BALL VALVE D-2,/ SECTION NOTES: 1. MAINTAIN SPACING THROUGHOUT TRENCH. 2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. DOUBLE PIPE TRENCH: 1" AND 2" PIPE SCALE 1 "=1' RAIN BIRD PSI-M30X-075 PRESSURE REGULATOR _FINISH GRADE 4" RAIN BIRD VB -STD VALVE BOX OVER 2" OF 4" CRUSHED ROCK (MIN-) 8" MAX. 3' SCH 40 PVC LATERAL BELOW GRADE IRRIGATION LAYOUT IN PLANTING AREAS SCALE. 1 "=1' " SCH 40 PVC LATERAL BELOW GRADE THREADED TEE FNPT IRRIGATION LATERAL TRENCH SECTION SECTION RCP END (TYP) REINFORCED CONCRETE PIPE (RCP) EXISTING GROUND SURFACE �f /// // /•'/ SOIL BACKFILL, MOISTEN 8" MAX�f jf j� f / / AND COMPACT MARKER TAPE 11-3"MIN \t\\\ \ \ 2" PVC SCH 40 PIPE 1" PVC SCH 40 PIPE (TYP) 2" MIN'` TEE ON THIS PVC WHERE INDICATED 2" MIN SAND BACKFILL, MOISTEN AND COMPACT 3" MIN TO 2" MIN BETWEEN TRENCH (TYP) PIPES (TYP) " MIN 3 D-1 NOTES: 1. MAINTAIN SPACING THROUGHOUT TRENCH. 2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. FOUR PIPE TRENCH: THREE 1" AND ONE 2" PIPES SCALE 1"=1' 2" CLEARANCE T_ 2 / 3 ELEVATION OF DOUBLE OR D 1 D-1 OR FOUR -PIPE TRENCH 4X4 TREATED WOOD STUB. COMPACTION AT CUT WOOD STUB TO PROVIDE TRANSITION, SEE NOTE 2 CLEARANCE SHOWN 45- ELBOW (TYP) SAND BEDDING NOTE-- 1. OTE-1. CONTRACTOR SHALL ENSURE CULVERT COVER IS IN PLACE AT THE END OF RCP BEFORE BACKFILLING TRENCH. 2. COMPACT PIPE BEDDING BETWEEN 45 DEG ELBOWS AND RELATED PIPE IN THE PRESENCE OF THE ENGINEER ❑ t 4B CULVERT COVER D-1 SCALE 1"=1' SECTION SECURE TREATED 2X1 LUMBER TO ALL 4X4 WOOD AT THE EDGE W12" EXTERIOR GRADE SCREWS (SEE NOTE 1) 4X4 PRESSURE TREATED WOOD (TYP) r-2" PVC PIPE (OTHER PIPES NOT SHOWN) NZ SECTION Y2" x 12" REBAR STAKE PAINTED BLUE TO MARK LOCATION OF END OF STUB OUT 6" TYPE A ASPHALTIC CONCRETE PER CALTRANS STANDARD SPECIFICATION SAWCUT SECTION 39 AND 39-2.02 EXISTING PAVEMENT MARKER TAPE--,\ PAVEMENT SURFACE EXISTING PAVEMENT EDGE (TYP) CLASS II A.B. COMPACT IN MAX 6" LIFTS TO 95% R.0 IN THE PRESENCE OF ENGINEER .- 12" REINFORCED a .; CONCRETE PIPE (RCP) ENSURE COMPACTION • ' .� UNDER PIPE HAUNCH (TYP) 2" MIN SAND BEDDING COMPACT 0 TO 931a R.0 1 FT MIN TO TRENCH 1" SCH 40 PVC PIPE WALL (TYP) 2" SCH 40 PVC PIPE NOTES: I. MAINTAIN PIPE SPACING THROUGHOUT TRENCH. 2. EXTEND RCP CULVERT 5 FT FROM EDGE OF ENTRANCE ROAD PAVEMENT, 3. R.C=RELATIVE COMPACTION PER ASTM D-6938. 4. COVER RCP CULVERT ENDS PER 46 D-1 C5� THE CONTRACTOR MAY PROPOSE TRENCHLESS BORING FOR THE ROAD CROSSING. SO PROPOSED, THE PROPOSAL SHALL INCLUDE DRAWINGS AND SPECIFICATIONS AS PPROPRIATE, AND A REVISED COST ESTIMATE. SUBMIT THE PROPOSAL AT LEAST 14ALENDAR DAYS BEFORE THE FIRST WORf(ING DAY PER SPECIFICATION SECTION 1.10, OTWITHSTANDING THE REVIEW TIME IDENTIFIED IN SECTION 1.10-F. THE CONTRACTOR HALL ALLOW 14 CALENDAR DAYS FOR SUBMITTAL REVIEW. 1 EXISTING GROUND SURFACE 5" M I N 6„ MAX \ \ \ \ \ \ \ \ \ SOIL BACKFILL \\\\\\\��\\�\��\.•��.,-��\\\�\�\y�.�\�-\�\\\�\\\�\\\1\\�\\�\ /4 EXTERIOR GRADE PLYWOOD PLACED OVER TOP OF STUB OUT TO PROTECT PIPE DURING - - _ - FUTURE TRENCHING; CUT PLYWOOD WIDTH 2" SHORTER THAN TOTAL TRENCH WIDTH SO THERE IS 1" CLEAR ON EITHER SIDE OF TRENCH 1" OR 2" SCH 40 PVC PIPE SAND BACKFILL STUB OUT, 3'-0" MIN EXTEND PLYWOOD V-0" MIN OVER CAPPED END OF STUB OUT NOTES: - PVC PIPE CAP TO SEAL END 1. MAINTAIN SPACING THROUGHOUT TRENCH. 2. GS = SCH 40 GALVANIZED STEEL PIPE. 0 PIPE STUB OUT SCALE 1 "=1' SECTION PIPE TRENCH: ROAD CROSSING SCALE 1"=1' SECTION VESS No. 41876rl Exp. 3/31/12 s} Clv1v �p qr� OF CA11'� UNISTRUT PIPE CLAMP (P1109) TO UNISTRUT CHANNEL SECURE 2" GS PIPE (TYP.) (P1000) (TYP.) 10' MAX. UNISTRUT CHANNEL NUT WITH SPRING 2" GS PIPE (P1006) TO FIT CHANNEL (P1000) ------------- — — — = — -- — — — — — — — — — — — — EXISTING GROUND SURFACE HEIGHT VARIES _ - -� HEIGHT V IES -1-1 _ THREADED ROD TO FIT UNIFIER BASE _ (UP -MPDS) (TYP.) IIIEI I I I El 11 E � IlI�III�f�� UNISTRUT 8" UNIPIER BASE (UP -MPDS) (TYP.) SIDE VIEW l D-1 UNISTRUT PIPE CLAMP (P1109) TO SECURE 2" GS PIPE (TYP.) 2" GS PIPE �� j r UNISTRUT CHANNEL (P1000) (TYP.) EXISTING �— GROUND SURFACE HEIGHT VARIES HEIGHT VARIES 1 I I--1 11=1 I ISI I I-- = III� 1 1 1—I I kAl I—I 1 1-1 UNISTRUT 8" UNIPIER BASE THREADED ROD TO FIT UNIPIER BASE (UP -MPDS) (TYP.) (UP -MPDS) (TYP.) FRONT VIEW NOTES: 1. INSTALL UNISTRUT UNIPIER PIPE SUPPORT SYSTEM WITHIN VERNAL FEATURES TO SPAN PORTIONS OF FEATURES THAT ARE DEEPER THAN 6 INCHES. 2. ADJUST HEIGHTS OF THREADED RODS, AS NECESSARY, TO ENSURE THAT THE UNISTRUT CHANNEL (P1000) IS LEVEL. 3. INSTALL UNISTRUT UNIPIER PIPE SUPPORT PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL SUBMIT MANUFACTURER'S INSTRUCTIONS TO ENGINEER PRIOR TO INSTALLA f ION. UNISTRUT UNIPIER PIPE SUPPORT FOR THROUGH VERNAL FEATURES NOT TO SCALE SECTION 1- 6 O co o co Z;5 0 a o m � o Y c.� n F-- rl z � r a 7 ❑ Lu t7 m Y ca w w = ❑ U U ❑ U L >_ Q m m n z J v ❑ w D) v owc U, !p r 4 w ac r DETAILS D-1 10 OF 11 EXISTING GROUND SURFACE SOIL BACKFILL, MOISTEN $" MAX l // f/ f f �f AND COMPACT .J jf/ffff MARKER TAPE 1" PVC SCH 40 PIPE \�\\�• \\ 1'-8"MIN 2" PVC SCH 40 PIPE ` 2" IN SAND BACKFILL, MOISTEN 2n MIN - .: AND COMPACT 2" MIN BETWEEN 3" MIN TO PIPES (TYP) TRENCH (TYP) 12" PIPE TRENCH: IRRIGATION LATERAL SCALE 1 "=1' EXISTING BARBED WIRE FENCE ALONG HARNEY LANE INSTALL PIPE ANCHOR AT D-2 l EVERY VALVE BOX, TYP. 2 ) BALL VALVE D-2,/ SECTION NOTES: 1. MAINTAIN SPACING THROUGHOUT TRENCH. 2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. DOUBLE PIPE TRENCH: 1" AND 2" PIPE SCALE 1 "=1' RAIN BIRD PSI-M30X-075 PRESSURE REGULATOR _FINISH GRADE 4" RAIN BIRD VB -STD VALVE BOX OVER 2" OF 4" CRUSHED ROCK (MIN-) 8" MAX. 3' SCH 40 PVC LATERAL BELOW GRADE IRRIGATION LAYOUT IN PLANTING AREAS SCALE. 1 "=1' " SCH 40 PVC LATERAL BELOW GRADE THREADED TEE FNPT IRRIGATION LATERAL TRENCH SECTION SECTION RCP END (TYP) REINFORCED CONCRETE PIPE (RCP) EXISTING GROUND SURFACE �f /// // /•'/ SOIL BACKFILL, MOISTEN 8" MAX�f jf j� f / / AND COMPACT MARKER TAPE 11-3"MIN \t\\\ \ \ 2" PVC SCH 40 PIPE 1" PVC SCH 40 PIPE (TYP) 2" MIN'` TEE ON THIS PVC WHERE INDICATED 2" MIN SAND BACKFILL, MOISTEN AND COMPACT 3" MIN TO 2" MIN BETWEEN TRENCH (TYP) PIPES (TYP) " MIN 3 D-1 NOTES: 1. MAINTAIN SPACING THROUGHOUT TRENCH. 2. ALL TRENCHES SHALL BE 3 FT AWAY FROM EXISTING FENCE. FOUR PIPE TRENCH: THREE 1" AND ONE 2" PIPES SCALE 1"=1' 2" CLEARANCE T_ 2 / 3 ELEVATION OF DOUBLE OR D 1 D-1 OR FOUR -PIPE TRENCH 4X4 TREATED WOOD STUB. COMPACTION AT CUT WOOD STUB TO PROVIDE TRANSITION, SEE NOTE 2 CLEARANCE SHOWN 45- ELBOW (TYP) SAND BEDDING NOTE-- 1. OTE-1. CONTRACTOR SHALL ENSURE CULVERT COVER IS IN PLACE AT THE END OF RCP BEFORE BACKFILLING TRENCH. 2. COMPACT PIPE BEDDING BETWEEN 45 DEG ELBOWS AND RELATED PIPE IN THE PRESENCE OF THE ENGINEER ❑ t 4B CULVERT COVER D-1 SCALE 1"=1' SECTION SECURE TREATED 2X1 LUMBER TO ALL 4X4 WOOD AT THE EDGE W12" EXTERIOR GRADE SCREWS (SEE NOTE 1) 4X4 PRESSURE TREATED WOOD (TYP) r-2" PVC PIPE (OTHER PIPES NOT SHOWN) NZ SECTION Y2" x 12" REBAR STAKE PAINTED BLUE TO MARK LOCATION OF END OF STUB OUT 6" TYPE A ASPHALTIC CONCRETE PER CALTRANS STANDARD SPECIFICATION SAWCUT SECTION 39 AND 39-2.02 EXISTING PAVEMENT MARKER TAPE--,\ PAVEMENT SURFACE EXISTING PAVEMENT EDGE (TYP) CLASS II A.B. COMPACT IN MAX 6" LIFTS TO 95% R.0 IN THE PRESENCE OF ENGINEER .- 12" REINFORCED a .; CONCRETE PIPE (RCP) ENSURE COMPACTION • ' .� UNDER PIPE HAUNCH (TYP) 2" MIN SAND BEDDING COMPACT 0 TO 931a R.0 1 FT MIN TO TRENCH 1" SCH 40 PVC PIPE WALL (TYP) 2" SCH 40 PVC PIPE NOTES: I. MAINTAIN PIPE SPACING THROUGHOUT TRENCH. 2. EXTEND RCP CULVERT 5 FT FROM EDGE OF ENTRANCE ROAD PAVEMENT, 3. R.C=RELATIVE COMPACTION PER ASTM D-6938. 4. COVER RCP CULVERT ENDS PER 46 D-1 C5� THE CONTRACTOR MAY PROPOSE TRENCHLESS BORING FOR THE ROAD CROSSING. SO PROPOSED, THE PROPOSAL SHALL INCLUDE DRAWINGS AND SPECIFICATIONS AS PPROPRIATE, AND A REVISED COST ESTIMATE. SUBMIT THE PROPOSAL AT LEAST 14ALENDAR DAYS BEFORE THE FIRST WORf(ING DAY PER SPECIFICATION SECTION 1.10, OTWITHSTANDING THE REVIEW TIME IDENTIFIED IN SECTION 1.10-F. THE CONTRACTOR HALL ALLOW 14 CALENDAR DAYS FOR SUBMITTAL REVIEW. 1 EXISTING GROUND SURFACE 5" M I N 6„ MAX \ \ \ \ \ \ \ \ \ SOIL BACKFILL \\\\\\\��\\�\��\.•��.,-��\\\�\�\y�.�\�-\�\\\�\\\�\\\1\\�\\�\ /4 EXTERIOR GRADE PLYWOOD PLACED OVER TOP OF STUB OUT TO PROTECT PIPE DURING - - _ - FUTURE TRENCHING; CUT PLYWOOD WIDTH 2" SHORTER THAN TOTAL TRENCH WIDTH SO THERE IS 1" CLEAR ON EITHER SIDE OF TRENCH 1" OR 2" SCH 40 PVC PIPE SAND BACKFILL STUB OUT, 3'-0" MIN EXTEND PLYWOOD V-0" MIN OVER CAPPED END OF STUB OUT NOTES: - PVC PIPE CAP TO SEAL END 1. MAINTAIN SPACING THROUGHOUT TRENCH. 2. GS = SCH 40 GALVANIZED STEEL PIPE. 0 PIPE STUB OUT SCALE 1 "=1' SECTION PIPE TRENCH: ROAD CROSSING SCALE 1"=1' SECTION VESS No. 41876rl Exp. 3/31/12 s} Clv1v �p qr� OF CA11'� UNISTRUT PIPE CLAMP (P1109) TO UNISTRUT CHANNEL SECURE 2" GS PIPE (TYP.) (P1000) (TYP.) 10' MAX. UNISTRUT CHANNEL NUT WITH SPRING 2" GS PIPE (P1006) TO FIT CHANNEL (P1000) ------------- — — — = — -- — — — — — — — — — — — — EXISTING GROUND SURFACE HEIGHT VARIES _ - -� HEIGHT V IES -1-1 _ THREADED ROD TO FIT UNIFIER BASE _ (UP -MPDS) (TYP.) IIIEI I I I El 11 E � IlI�III�f�� UNISTRUT 8" UNIPIER BASE (UP -MPDS) (TYP.) SIDE VIEW l D-1 UNISTRUT PIPE CLAMP (P1109) TO SECURE 2" GS PIPE (TYP.) 2" GS PIPE �� j r UNISTRUT CHANNEL (P1000) (TYP.) EXISTING �— GROUND SURFACE HEIGHT VARIES HEIGHT VARIES 1 I I--1 11=1 I ISI I I-- = III� 1 1 1—I I kAl I—I 1 1-1 UNISTRUT 8" UNIPIER BASE THREADED ROD TO FIT UNIPIER BASE (UP -MPDS) (TYP.) (UP -MPDS) (TYP.) FRONT VIEW NOTES: 1. INSTALL UNISTRUT UNIPIER PIPE SUPPORT SYSTEM WITHIN VERNAL FEATURES TO SPAN PORTIONS OF FEATURES THAT ARE DEEPER THAN 6 INCHES. 2. ADJUST HEIGHTS OF THREADED RODS, AS NECESSARY, TO ENSURE THAT THE UNISTRUT CHANNEL (P1000) IS LEVEL. 3. INSTALL UNISTRUT UNIPIER PIPE SUPPORT PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL SUBMIT MANUFACTURER'S INSTRUCTIONS TO ENGINEER PRIOR TO INSTALLA f ION. UNISTRUT UNIPIER PIPE SUPPORT FOR THROUGH VERNAL FEATURES NOT TO SCALE SECTION 1- 6 O co o co Z;5 0 a o m � o Y c.� n F-- rl z � r a 7 ❑ Lu t7 m Y ca w w = ❑ U U ❑ U L >_ Q m m n z J v ❑ w D) v owc U, !p r 4 w ac r DETAILS D-1 10 OF 11