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<br /> SE1/4 SW1/4 SEC.34,TWP.29 N., RGE.4 E.,W.M. o N N a
<br /> (n
<br /> :5,< RAIN BIRD ESP-LXME RAIN BIRD RSD-CEX WITH 3/4"SCH
<br /> fD G CONTROLLER WITH LXMM 40 RIDER EXTENSION SECURED WITH #10 AWG BARE
<br /> �L METAL CABINET AND SCH 40 NUT COPPER WIRE TO
<br /> Q.C LXMMPED METAL CONTROLLER
<br /> r 0) PEDESTAL WITH RAIN
<br /> CE SENSOR. INSTALL PER
<br /> MANUFACTURER'S
<br /> RECOMMENDATIONS.
<br /> PIPE TRENCH NOTES
<br /> ° 6''�
<br /> o ALL MAIN AND/OR LATERAL PIPE UNDER PAVEMENTS SHALL BE SLEEVED, SEE VALVE BOX.&COVER
<br /> • W/BOLT LOCK O J
<br /> m SPECIFICATIONS.
<br /> O
<br /> BACKFILL MATERIAL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1", FINISHED GRADE O ¢ Q
<br /> A #10 AWG ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY
<br /> N BARE PIPE. .::::MULCH/GRASS SOD:::: ::')::: ::'):':�::::::: 3 [D m
<br /> WIRE
<br /> I EPER EXCESS MATERIAL GENERATED BY TRENCHING SHALL BE THE RESPONSIBILITY OF \ \ \/!\ \ \/!\ !\/!\ \/!\/!\/!\/ J V) N m O
<br /> N \ THE CONTRACTOR TO BE HAULED AND DISPOSED OF OFF-SITE \//\\ \ \ \ \ \// \\ \//\ \\ \ \ \ k rrN y
<br /> CONCRETE PAD,6"MIN. 5/8"X 8•COPPER \�/\�/\\�\�/\�/\\�\\! / Q
<br /> 6 FEET GO GROUNDING GRID TO TRENCH WALL(VERTICAL) \//�//�//�
<br /> .. HAVE RESISTANCE NATIVE MATERIAL O Li
<br /> GROUND ROD LAYOUT OF TEN(10)OHMS HACKFILL 18"MNEPni J O p
<br /> OR LESS. FINISHED GRADE
<br /> VALVE BOX EXTENSIONS J O Z
<br /> ..... AT TOPSOIL
<br /> AS NEEDED 2 O O U
<br /> 3"SCH 40 PVC CONDUIT, 4" /. / / SCH 40 PVC MAINLINE
<br /> FITTING AND SWEEP ELL FOR \ / /!/! 3/4'MANUAL REDUCER TEE MAINDNE K 2 N
<br /> STATION WIRES MIN. \LATERAL PIPE /'/! /'
<br /> / DETECT-A-TAPE 6•'ABOVE PIPES, /\ DRAIN VALVE / /\/ SIZE X 3/4" M M N
<br /> SPECIFICATIONS %\\/
<br /> 3/4'SCH 80 SUPPIP E PVC
<br /> 10"ROUND BOX. /' % / �!\! PVC ELL W/ PIPE WITH
<br /> POWIER SUPPLY)WIRE1 SCH 40 PVC D LITFOR #10 AWG BARE CLAMPS MAINLINE PIPE\�!\\/!\\/! ///j/ //%// \/!\\/!\\/!\\� 12"DEPTH \\ \/! �C NIPPLE BRICK OR
<br /> SIMILAR
<br /> COPPER WIRE 18"DEPTH MIN. DRAIN ROCK
<br /> \ \�� R\OU L WIRES FOR AUTOMATIC
<br /> \/
<br /> PEDESTAL ENCLOSURE \ jj/O/j CONTROL VALVES TAPED TO BOTTOM \\/\ /\\\�(4)3/4"SCH o
<br /> MAINLINE PIPE 80 PVC ELLS '-
<br /> 2"MIN. //\//\/ W/PVC NIPPLES & E
<br /> COMPACTED BACKFILL MATERIAL,SEE \\ \\4 w a
<br /> \\//j\\SPECIFICATIONS. GEOTEXTILE FABRIC\\�/!\ o o \!/ o��p :—12
<br /> \. T j
<br /> / UNDISTURBED EXISTING SOIL OR
<br /> GROUND ROD ASSEMBLY \/��j/�\j\\i EXISTNc SOIL COMPACED To 85%
<br /> MAX. DRY DENSITY.
<br /> qq> 3333
<br /> ihwC :U3
<br /> �11RRIGATION CONTROLLER ENCLOSURE AND GROUNDING PIPE TRENCH DETAIL �1 MANUAL DRAIN VALVE
<br /> NITS
<br /> NITS NTS M 'A'Asy
<br /> 1n1�2 r
<br /> CURB AND
<br /> "W✓✓
<br /> PVC TEE X BARB FLUSH CAP / EASY FIT COUPLING, GUTTER EDGE
<br /> SUPPLY LINE FROM FITTING ADAPTER COMPRESSION FITTING RAIN BIRD MDCFCOUP 12 r '
<br /> CONTROL ZONE KIT RAIN BIRD MDCFCAP °ay�o ros�F
<br /> 10' ROUND VALVE RAIN BIRD DRIVE OR .d - SFp 833 EXP.81�G�
<br /> ------------\ BOX OR APPROVED DRIP LINE vi�I/�� ��
<br /> WALKWAY PARKING '•BEYOND (,1NOSCAPE PQ'
<br /> \ BARB FITTINGS EQUAL. EDGE OF
<br /> PAVEMENT
<br /> \ PVC HEADER 12"BEYOND 24"MIN. DEPTH
<br /> \ PIPE EDGE OF
<br /> \ PAVEMENT
<br /> LU
<br /> .......... ... ......
<br /> 2"-4" EDGE OFF \ J H CO
<br /> PLANTING AREA z \ TEMPORARY CAP PVC SLEEVE = N
<br /> d \\ PVC SCH #4 REBAR, METAL ROD WITHIN 3"OF SLEEVE, DETECTABLE MARKING TAPE, V) �
<br /> 40 TEE 4"BELOW FINISHED GRADE, BOTH SIDES 6'•ABOVE SLEEVE. Z j
<br /> \\ OR EL VALVE BOX&COVER U
<br /> W/BOLT LOCK, EXTENSIONS AS NEEDED.
<br /> \ BARB X CA SON 10-INCH VALVE BOX OR APPROVED W w F
<br /> \ MALE EQUAL. C > F
<br /> o ........ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, O
<br /> a
<br /> w
<br /> \ O O��OOO�Qp Q FITTING
<br /> = 2 LU
<br /> O Oq O�jJ
<br /> 0 O F- W
<br /> 6E
<br /> w 9 \ \ \ \ \ \ „QUICK COUPLING VALVE,RAIN y
<br /> "I DRPLNE a CD\ /\//\/j\//\//\/j\ BIRD 44 LRC OR APPROVED O
<br /> SPACING \ 6" MINIMUM DEPTH �1 SLEEVE DETAIL \/\\j\\j\\/\\/\\j\ EQUAL Ln
<br /> 3/4" WASHED GRAVEL BRICK, TYP. NITS \\\\\\\\\\\ (2) S.S. /S.HOSE CLAMPS
<br /> RAIN BIRD BLANK \//\\/ /\ scH eo PVC NIPPLE
<br /> v� FLUSH POINT DRIP LINE
<br /> g TOP OF SPRINKLER BODY MUST
<br /> BE AT OR BELOW TOP OF MULCH
<br /> PVC TEE OR EL FINISHED GRADE
<br /> c`3 PVC SUPPLY MANIFOLD %%%%%%%%%%%%%%%%%%%%%%' `➢• u• J
<br /> ::: ::::::::::::::::::: SCH 80 PVC TEE
<br /> r
<br /> MAINLINE • ° °°d—CLASS 315 W W x
<br /> ••••• •••••• •••,,,,• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Q
<br /> ::..........
<br /> 12' DEPTH
<br /> �• ...:::............. ...................... .::...... i/ / / / / / / / / / / / / / / / PREFABRICATED
<br /> /\/!\/!\ \/!\/!\ \/!\/!\ \ \/!\/!\ \/!\/!\ 3/4"ROUND DRAIN ROCK SWING JOINT y Z
<br /> FP ;;;!MULCH ss \//\//j//j//j/j///j//j/i j//j//j/j///j//j/j/\% ASSEMBLY O
<br /> Q
<br /> SSSSSSSSS SY .................SS%......... , i \ 2"
<br /> L ,\'SS m Q
<br /> $ HEADER •/!//' CLASS 315
<br /> PREFABRICATED Q
<br /> FLUSH POINT SPRINKLER BODY TRIPLE SWING
<br /> No XFCV Dripline Maximum Lateral Lengths JOINT ASSEMBLY
<br /> (Feet) I K IDI E0 I/AllVE
<br /> 12"Spacing 18"Spacing \\\!\//\\/!\\\\• Pvc TEE OR EL NITS
<br /> �F Inlet Pressure psi Nominal Flow(gph) Nominal Flow(gph) VERIFY SCALE
<br /> 0.6 0.9 0.6 0.9 BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> 0 SUPPLY LINE FROM Q-1"
<br /> �a 20 192 136 254 215
<br /> CONTROL ZONE KIT IF NOT ONE INCH ON THIS SHEET,
<br /> ^<. 30 289 205 402 337 ADJUST SCALES ACCORDINGLY.
<br /> SCALE: DATE:
<br /> 40 350 248 498 416 AS SHOWN 9/26/22
<br /> DRIP LINE LAYOUT SPRAY/ROTOR HEAD DESIGNED BY: CHECKED BY:
<br /> x 50 397 281 573 477 `' NITS �6 NTS KIDS ACR/KAG
<br /> a 60 436 309 637 529 PACE PROJECT NO. 21586
<br /> j" CALL BEFORE
<br /> fal. YOU DIG 811 L2.2
<br /> ��jX UNDERGROUND SENCE(USA) REV1122-001 SHEET
<br />
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