|
NOTES:
<br />1. SET VALVE BOX LEVEL PLACE LOCATOR INSIDE -
<br />VALVE BOX TO BE LEVEL WITH GRADE.
<br />2. INSTALL VALVE BOX EXTENSIONS AS REOU!RED.
<br />5. CONNECT ALL WIRES WITH WEATHER TIGHT CONNECTORS.
<br />SPLICES IN WIRE SHALL BE PERMITTED ONLY AT VALVE LOCATIONS.
<br />4. TAPE AND BUNDLE WIRE EVERY 10 FEET
<br />5' PROVIDE 18" EXPANSION LOOP AT EACH WIRE CONNECTION
<br />IN VALVE BOX
<br />�
<br />6. ALL LEEWCO HARDWARE TO BE STAINLESS STEEL. /
<br />FINISH GRADE
<br />~°--'LATERAL FOR
<br />DRIP UNE
<br />BRICK, 3 RE0'D. PLAC{
<br />EVENLY UNDER BASE
<br />5. FOR VALVES WITH PRESSURE REGULATION FEAJURE, SET VALVE PRESSURE AS PER
<br />MANUFACTURERS RECOMMENDATIONS TO THE PRESSURE AS FOLLOWS,
<br />DRIP SYSTEMS: 25 - 30 PSI
<br />� ��0� ���TT|NC� AND �`U��R�N(`��
<br />...-.~ __..' -~^-.....~~, .'.~ ~��...'~^-~
<br />/�^��
<br />n�uc
<br />VALVE BOX, MODEL @TO
<br />'T DOWN COVER, GREEN
<br />]R APPROVED EQUAL.
<br />LY -212 VALVE
<br />VALVE BOX. MO.1220-12
<br />'T DOWN COVER. AND
<br />�
<br />EXTENSION. GREEN COLOR
<br />OVEQ EQUAL.
<br />WIRE
<br />ROTATED VIEW OF TEE
<br />RN/SH GRADEFINISH GRADE
<br />ELBOW
<br />SUBSUF
<br />DRIP Tl
<br />BLANK
<br />MALE A
<br />PVC TE
<br />PVC P11
<br />SUBSURFACE DRIP
<br />TEE
<br />3UBSUF
<br />DRIP Tt
<br />BLANK
<br />MALE A
<br />PVC TE
<br />| PVC PN
<br />SUBSURFACE DRIP
<br />TAG
<br />C CONTROL VALVE
<br />WIRE
<br />[R �
<br />!
<br />UNION (2 REO'D]
<br />;UP, THREAD INTO BOTH
<br />AUTOMATIC CONTROL VALVE
<br />TO OTHER AUTO.
<br />VALVE ON SAME
<br />LER
<br />REQ'0. PLACE
<br />]NDER BASE OF BOX'
<br />D RIVER ROCK, O'' DEEP
<br />LMN SERIES ADAPTER
<br />30 PVC PIPE
<br />LATERAL TEE |
<br />MANUAL UNE FLUSHING VALVE
<br />PLUMBED TO PVC
<br />PVC SUPPLY HEADER
<br />START CONNECTION
<br />PRESSURE REGULATOR DRIP
<br />IRRIGATION VALVE
<br />AREA PERIMETER
<br />SUBSURFACE |NUNE DRIP TU5UI`
<br />/N UM RELIEF VALVE
<br />(ONLY INSTALL IF EMITTERS OO
<br />CHECK VALVES)
<br />PERIMETER LATERALS
<br />'' ''
<br />2TO 4FROM EDGE
<br />NOTE:
<br />1. COMPACT 50�L AROUND PLASTIC VALVE
<br />AS SURROUNDING UNDISTURBED 50|L
<br />8^ 0A. PVC PIPE [
<br />LATERAL UNE PIPE
<br />CDT PIPE EXTENS|C
<br />OVER LATERAL UNE
<br />BELOW LATERAL LIN
<br />FINISH GRADE
<br />CARSON VALVE BOX, MODEL 810
<br />WITH BOLT DOWN COVER, GREEN
<br />COL0R, OR APPROVED EQUAL.
<br />PLASTIC BALL VALVE
<br />8' 0A. PVC PIPE EXTENSION
<br />LENGTH AS RBO'D.
<br />SCH 40 PVC SOLVENT WELD ELBOW
<br />1^ ROUND RIVER R0CK, 6" DEPTH
<br />2
<br />SUBSURFACE INLINE DRIP LAYOUT DETAIL
<br />3 MANUAL
<br />FLUSH VALVE DETAIL
<br />DRIP TEE START CONNECTION DETAIL
<br />NOTES:
<br />NOTES:
<br />1
<br />1. SET BODY PLUMB SO
<br />TOP OF HEAD IS LEVEL WITH
<br />RECTANGUI `-AR VALVE BOX, WITH LOCKING LID,
<br />FINISH GRADE.
<br />REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.
<br />2,
<br />POP—UP SPR�NKLER HEAD,
<br />1. ALIGN VALVE BOXES PARALLEL TO EACH
<br />PER SPECIRCATIONS, TYPICAL. BOX TYPE,
<br />2- COMPACT SOIL AROUND
<br />HEAD TO PREVENT
<br />INSTALL 3" AWAY FROM EDGE
<br />OTHER AND PERPENDICULAR TO EDGES
<br />SIZE, COLOR AND LID MARKINGS AS REQUIRED
<br />SETTLEMENT.
<br />FOR THOSE PAVING SECTIONS.
<br />OF ADJACENT PAVING.
<br />OF WALKS, WALLS, FENCING, BUILDINGS,
<br />PER SPECIFICATIONS. VERIFY QUANTITY AND
<br />3. ADJUST ARC PATTERN
<br />TO PROVIDE FOR
<br />HORIZONTAL SEPARATION WHEN PLACED
<br />FINISH GRADE
<br />ETC., TYPICAL.
<br />LOCATION(S) PER PLAN.
<br />BEST COVERAGE.
<br />A MINIMUM OF 6" VERTICAL SEPARATION
<br />2. REFER TO SPE0FICATIONS FOR
<br />EDGE OF WALK, WALL, FENCING, BUILDING,
<br />—CLEAN BACKFiLL SEE SPECIFICATIO
<br />ADDITIONAL VALVE BOX INSTALLATION
<br />ETC., TYP�CAL.
<br />gj�
<br />I
<br />SEE NOTE 2 FOR ADDITIONAL INFO,
<br />REQUIREMENTS-
<br />2X4 STAKE, 4' LONG, WITH TOP FOOT PAINTED ORANGE
<br />4
<br />SUBSURFACE DRIP ELBOW START CONNECTION DETAIL
<br />SUBSURFACE
<br />DRIP TEE START CONNECTION DETAIL
<br />NOTES:
<br />NOTES:
<br />1
<br />ALL PIPE AND FITTINGS TO BE SCHEDULE 40, P.V.C.
<br />SEE PLAN FOR LOCATION,
<br />I
<br />REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.
<br />2,
<br />SLEEVES TO BE LARGE ENOUGH TO ACCEPT THE PIPE AND FITTINGS TO BE ENCASED,
<br />2
<br />WHEN TRENCHES ARE LOCATED UNDER PAVEMENT, COMPACTION RATE
<br />3.
<br />PROVIDE A SEPARATE SLEEVE FOR EACH LATERAL OR MAIN CROSSING.
<br />FOR THE BACKFILL SHALL COMPLY
<br />WITH THE COMPACTION RATES REQUIRED
<br />4,
<br />PROVIDE A SEPARATE SLEEVE FOR CONTROL WIRE
<br />FOR THOSE PAVING SECTIONS.
<br />5.
<br />TAPE ALL ENDS WITH DUCT TAPE TO PREVENT ENTRY OF SOIL.
<br />3.
<br />PiPES TO HAVE A M�NIMUM OF 6"
<br />HORIZONTAL SEPARATION WHEN PLACED
<br />IN THE SAME TRENCH ALONG WITH
<br />A MINIMUM OF 6" VERTICAL SEPARATION
<br />BETWEEN PIPES.
<br />—CLEAN BACKFiLL SEE SPECIFICATIO
<br />85% COMPACTION IN LANDSCAPE ARE
<br />I
<br />SEE NOTE 2 FOR ADDITIONAL INFO,
<br />2X4 STAKE, 4' LONG, WITH TOP FOOT PAINTED ORANGE
<br />LOCATE AT EACH END OF SLEEVE. REMOVE STAKES WHEN
<br />PIPING IS INSTALLED.
<br />NON PRESSURE SPRAY LATERAL LINE
<br />'Y' DEPTH, SEE SPRINKLER IRRIGATION LEGEND.
<br />'9
<br />7, 77
<br />NON PRESSURE ROTOR LATERAL LINE
<br />PAVING
<br />K
<br />TION
<br />SCORE PAVEMENT WITH INDICATION
<br />OF SLEEVE LOCATION
<br />z
<br />PRESSURE MAIN INE
<br />24
<br />.11
<br />TWO—WIRE TO BE LOCATED ADJACENT
<br />TO THE BASE OF THE PRESSURE
<br />MAINUNE AS SHOWN. WIRE NOT BE
<br />PLACED ABOVE PRESSURE MAINLINE.
<br />7�//\
<br />N;/,/
<br />ez
<br />�\�i\
<br />—
<br />� , N TRENCH WIDTH SHALL BE PIPE SIZE
<br />PLUS 4" ON EACH SIDE
<br />SLEEVE
<br />MAINLINE OR
<br />LATERAL UNE
<br />PIPE
<br />���PT|0hJ
<br />.��-��//�//x
<br />8 SLEEVE D_ AU_ 9
<br />ELEVATION
<br />SWING JOiNT ANGLE
<br />15 DEG. MIN. - 60 DEG. MAX.
<br />LATERAL UNE
<br />SWING JOINT ASSEMBLY
<br />SEE 'PLAN' BELOW
<br />LATERAL UNE
<br />LATERAL UNE FITTING
<br />SxSxT
<br />MARL[X STREET ELL,
<br />TWO REQUIRED.
<br />10° THREADED SCH 88 NIPPLE
<br />^^^o.cv "
<br />rr�ccr
<br />=°"��^ =��. .
<br />ONE REQUIRED.
<br />-�����U���� �������U
<br />�6 POP
<br />|
<br />/
<br />NOTES:
<br />1. ALL LEEMCO HARDWARE TO BE STAINLESS STEEL.
<br />FINISH GRADE
<br />61' ADS, LENGTH AS REQUIRED
<br />CIRCULAR VALVE BOX, WITH LOCKING UD,
<br />| PER SPEC|RC/T|QNS, TYPICAL, BOX TYPE,
<br />'
<br />SIZE, COLOR AND UD MARKINGS AS REQUIRED
<br />PER SPECIFICATIONS. VERIFY OUANT(TY AND
<br />LJ LOCATION(S) PER PLAN.
<br />o
<br />ui
<br />'j |
<br />/
<br />| ^ TYPICAL
<br />|
<br />/ .
<br />�
<br />CARSON VALVE BOX, MODEL 910
<br />WITH BOLT DOWN COVER, GREEN
<br />C0LOR, OR APPROVED EQUAL.
<br />BR|CK, J REG'D. SPACED @ 1/3 PTS.
<br />EVENLY UNDER BASE OF BOX�
<br />1^ ROUND RIVER ROCK, 6^ DEPTH
<br />LEEMC0 BELL x BELL
<br />SELF- RESTRAiNED. RES|UENT
<br />WEDGE CATE VALVE
<br />PVC MAINLINE
<br />14 M=2011!1 140*110AR
<br />NOTES:
<br />1. 4 SWING JOINT ASSEMBLY 15 NOT
<br />REQUIRED FOR THJS INSTALLATION.
<br />2. SEE TREE PLANTING DETAIL FOR
<br />|
<br />ADDITIONAL INFORMATION.
<br />LATERA
<br />LINE
<br />DEPTH
<br />CENTER LINE OF SPRINKLER HEAD
<br />4^ ROUND PLASTIC GRATE
<br />NDS. MODEL #13, (GREEN). OR
<br />APPROVED EQUAL.
<br />EARTH BERM WHEN NOT IN
<br />LAWN AREA
<br />INLINE CHECK VALVE
<br />1/2^ PVC SCH. 80 NIPPLE
<br />LENGTH AS REQUIRED.
<br />4^ ROUND PERFORATED P�PE
<br />1'-0~ LONG. FILL WITH CRUSHED
<br />GRAVEL. SLIT PERFORATED PIPE TO
<br />FAOUTATE ENTRY OF SPRINKLER
<br />RISER.
<br />LATERAL UNE. SEE PLAN.
<br />1/2 SXT PVC ELL
<br />i 0*111*014:10 11 Ton I'm
<br />15-24
<br />� »� �� ��
<br />MT vr �� -� ~~ ~~ ��
<br />mY c; mW y c
<br />Ta k e h ara
<br />W o r c7 n | e c k i
<br />LANDSCAPE ARCHITECTURE
<br />�^"'°�~_,~-^^, "-
<br />AND PLANNING
<br />10411 O/d Placerville Road
<br />Saltn 20S S~~~~^^'~~^~~' ~~~ 95827
<br />916369-3990
<br />Peter D. Larimer [-5284
<br />Copyright 0 2014 Rakfort1h GrauAmhitecls.AU dghts merved. Reproducfion of these plans, either in whole or in pA Including any form
<br />of copying and/or prepara*m of derivative works thered, for any rea= wiffmt prior mifien permission, is Wdly prohibited.
<br />DSA
<br />File No. 39-53
<br />IDENTIFICATION STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />02-114490 INC I
<br />
|