|
NOTES:
<br />LANDSCAPING
<br />IN NEW LANDSCAPE BEDS AREAS: PROVIDE 2" DEPTH OF APPROVED ORGANIC COMPOST
<br />MATERIAL AND ROTOTILL INTO THE APPROVED SUBGRADES TO A DEPTH OF 6INCHES. RAKE
<br />AND REMOVE ROCKS AND OTHER DEBRIS OVER 2" DIAMETER. OVER THE TOP OF THE PREPARED
<br />SUBGRADES PROVIDE AN ADDITIONAL 8" " PACIFIC TOPSOILS 60/40 "OR APPROVED EQUAL FOR
<br />SHRUB BEDS. IN TH EPLANTERS ALONG THE STREET, EXCAVATE A MINIMUM OF 16" AND
<br />PROVIDE 14" OF 60/40 SOIL AND 2" OF MULCH.
<br />PROVIDE LAYOUT OF PLANT MATERIAL FOR APPROVAL OF THE LANDSCAPE ARCHITECT.
<br />SUBSTITUTIONS OF PLANT MATERIAL WITHOUT PRIOR AUTHORIZATION IS NOT ALLOWED AND
<br />THE PLANT MATERIAL REMOVED WITHOUT COMPENSATION.
<br />INSTALL PLANTS FOR BEST ORIENTATION AND CLEAN UNIFORM ROWS AT PROPER PLANTING
<br />DEPTH.
<br />UPON APPROVAL OF THE FINAL PLANTING LAYOUT, PROVIDE 2" DEPTH DARK COMPOSTED
<br />MULCH
<br />PROVIDE ONE YEAR WARRANTY ON ALL PLANTING.
<br />IRRIGATION NOTES:
<br />PROVIDE IRRIGATION ZONES AS SHOWN ON THE PLANS. PROVIDE ALL HEADS, PIPING, BOXES,
<br />WIRING, VALVES
<br />POINT OF CONNECTION. PROVIDE AND SECURE ALL NECESSARY PERMITS. PIPING SHALL BE A
<br />MINIMUM OF 12" DEPTH, EXCEPT FOR GRASSCRETE PAVING. MAINLINE SHALL BE SCHEDULE 40
<br />PVC, 2". LATERAL PIPING SHALL BE CLASS 200 PVC. MINIMUM PIPE DIAMETER IS %". VALVES
<br />SHALL BE WEATHERMATIC SILVER BULLET, 1". HEADS SHALL BE AS SHOWN ON PLANS. PROVIDE
<br />ALL REMOTE -CONTROL VALVE WIRING TO THE EXISTING CONTROLLER AT THE EXISTING
<br />BUILDING SITE AND NEW WIRING TO THE NEW CONTROLLER ON THE NEW CHC
<br />ADMINISTRATION BUILDING.
<br />PROVIDE SEPARATE POINTOF CONNECTION, MAINLINE AND VALVES ON THE ANNEX PROPERTY.
<br />ALL IRRIGATION MATERIALS TO BE LOCATED ON THE ANNEX PROPERTY. MAINLINE AND PIPING
<br />FOR THE EXISTING BUILDING SHALL BE ON THAT PROPERTY AND THE MAINLINE CONNECTED
<br />INTO THE EXISTING MAINLINE. NO PIPING SHALL CROSS THE PROPERTY LINE.
<br />ASSUMPTIONS HAVE BEEN MADE TO THE LOCATION OF THE POINT OF CONNECTION, THE
<br />AVAILABLE PRESSURE, AND THE SIZE OF THE EXISTING MAINLINE. THE ZONE SIZES HAVE BEEN
<br />DOWNSIZED WITH THESE ASSUMPTIONS.VERIFY ALL POINTS OF CONNECTION, EXISTING AND
<br />PROPOSED WATER SERVICE LINES, AND VERIFY 75 PSI STATIC PRESSURE PRIOR TO
<br />CONSTRUCTION,
<br />(9) KEYNOTES
<br />1. V ROUND WASHED GRAVEL, 6" DEEP ON BOTTOM OF BOX
<br />2. ENCLOSE 2" 4 SMALLER D.C.V.A. IN TWO METER BOXES
<br />STACKED ON TOP OF EACH OTHER OR, OVER SIZED.
<br />MUST HAVE REMOVABLE COVER.
<br />3. MAXIMUM OF 3" DISTANCE BETWEEN UNDERSIDE OF
<br />LID AND HIGHEST POINT OF DEVICE.
<br />4. MUST INCLUDE (4) RESILIENT SEATED TEST -COCKS
<br />WITH PLUGS INSTALLED.
<br />5. THE D.C.V.A. MUST INCLUDE (2) RESILIENT
<br />SEATED SHUTOFF VALVES.
<br />6. Y-PATTERN D.C.V.A, SHOULD BE INSTALLED ON SIDE.
<br />7. WHEN TEST -COCKS ARE FACING SIDEWAYS THERE
<br />MUST BE A 6" MINIMUM CLEARANCE BETWEEN THEM
<br />AND SIDE OF BOX,
<br />8. MINIMUM OF 12" BETWEEN LOWEST POINT
<br />OF DEVICE AND DRAIN ROCK,
<br />9. PROVIDE SUPPORT FOR 2" DEVICES.
<br />NOTES:
<br />1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS
<br />2. ALL INSTALLATION MUST MEET MINIMUM STANDARDS
<br />OF UNIFORM PLUMBING CODE A WATER DISTRICT.
<br />3. ASSEMBLY REQUIRES TESTING AND CERTIFICATION PRIOR
<br />TO USE AND ANNUALLY THEREAFTER. FOR INFORMATION
<br />CONTACT WATER QUALITY TECHNICIAN.
<br />4. APPLY AND PAY FOR ALL REQUIRED PERMITS
<br />5. 2-1/2" DOUBLE CHECK ASSEMBLY
<br />L� BCALE: NTB
<br />FINISH GRADE/TOP OF MULCH
<br />VALVE BOX WITH COVER
<br />PVC SCH 40 TEE
<br />PVC LATERAL PIPE
<br />FILTERED DRAIN VALVE
<br />BRICK (1 OF 2)
<br />6-INCH MINIMUM DEPTH OF
<br />3/4-INCH WASHED GRAVEL
<br />D DRAIN VALVE
<br />L-0.04 SCALE: KT9.
<br />IRRIGATION FLOW CHART
<br />THE FOLLOWING CHART IS TO BE USED BY THE CONTRACTOR
<br />FOR SIZING LATERAL PIPE. WHEN USING THI5 CHART DO NOT
<br />EXCEED A VELOCITY OF 5 FEET PER SECOND. THIS CHART
<br />REPRESENTS THE FRICTION LOSS PER 100 FEET OF PIPE. THE
<br />CONTRACTOR SHALL CALCULATE GALLONAGE USING THE HEADS
<br />SHOWN ON THE PLAN.
<br />Oi OJN
<br />v1N vd
<br />vi
<br />N
<br />CO > LL LL OLL ap
<br />O
<br />W 4 Ov1
<br />?O
<br />1
<br />0.47
<br />0.06
<br />0.28
<br />0.02
<br />0.18
<br />0.01
<br />0.13
<br />0.00
<br />2
<br />0.94
<br />0.22
<br />0.57
<br />0.07
<br />0.36
<br />0.02
<br />0.27
<br />0.01
<br />0.17
<br />0.00
<br />3
<br />1.42
<br />0.46
<br />0.86
<br />0.14
<br />0.54
<br />0.04
<br />0.41
<br />0.02
<br />0.26
<br />0.01
<br />4
<br />1.89
<br />0.79
<br />1.15
<br />0.26
<br />0.72
<br />0.08
<br />0.55
<br />0.04
<br />0.35
<br />0.01
<br />5
<br />2.36
<br />1.20
<br />1.44
<br />0.36
<br />0.90
<br />0.12
<br />0.68
<br />0.06
<br />0.44
<br />0.02
<br />6
<br />2.83
<br />1.68
<br />1.73
<br />0.51
<br />1.08
<br />0.16
<br />0.82
<br />0.08
<br />0.53
<br />0.03
<br />7
<br />3.30
<br />2.23
<br />2,02
<br />0.67
<br />1.26
<br />0.22
<br />0.96
<br />0.11
<br />0.61
<br />0.04
<br />8
<br />3,77
<br />2.85
<br />2.30
<br />0.86
<br />1,44
<br />0.28
<br />1.10
<br />0.14
<br />0.70
<br />0.05
<br />9
<br />4,25
<br />3.55
<br />2.59
<br />1.07
<br />1,62
<br />0.34
<br />1.24
<br />0.18
<br />0.79
<br />0.06
<br />10
<br />4.72
<br />4.31
<br />2.88
<br />1.30
<br />1.80
<br />0.42
<br />1.37
<br />0.22
<br />0.88
<br />0.07
<br />11
<br />5.19
<br />5.15
<br />3.17
<br />1.56
<br />1.98
<br />0.50
<br />1.51
<br />0.26
<br />0.97
<br />0.09
<br />12
<br />5.65
<br />6.06
<br />3.46
<br />1.83
<br />2.17
<br />0.59
<br />1.65
<br />0.30
<br />1.06
<br />0.10
<br />14
<br />6.60
<br />8.05
<br />4.04
<br />2.43
<br />2.53
<br />0.78
<br />1.92
<br />0.40
<br />1.23
<br />0.14
<br />16
<br />7.55
<br />10.30
<br />4.61
<br />3.11
<br />1.89
<br />1.00
<br />2.20
<br />0.52
<br />1.41
<br />0.17
<br />18
<br />8.49
<br />12.61
<br />5.19
<br />3.87
<br />3.23
<br />1.24
<br />2.40
<br />0,64
<br />1.59
<br />0.22
<br />20
<br />9.43
<br />15.58
<br />5.77
<br />4.71
<br />3.61
<br />1.51
<br />2.75
<br />0.74
<br />1.76
<br />0.26
<br />22
<br />10,38
<br />18.53
<br />6.34
<br />5,52
<br />3.97
<br />1.80
<br />3.03
<br />0.83
<br />1.94
<br />0.32
<br />24
<br />11.32
<br />21.83
<br />6.92
<br />6.60
<br />4.34
<br />2.12
<br />3.30
<br />1.09
<br />2.12
<br />0.37
<br />26
<br />12.27
<br />25,32
<br />7.50
<br />7.65
<br />4.70
<br />2.46
<br />3.58
<br />1.27
<br />2.29
<br />0.43
<br />28
<br />13.21
<br />29.04
<br />8.08
<br />8.78
<br />5.06
<br />2.82
<br />3.86
<br />1.46
<br />2.47
<br />0.49
<br />30
<br />14.15
<br />33.00
<br />8.86
<br />9.99
<br />5.43
<br />3.20
<br />4.13
<br />1.66
<br />0.56
<br />35
<br />16,51
<br />43.91
<br />10.10
<br />13.27
<br />6.32
<br />4.26
<br />4.82
<br />2.20
<br />3.08
<br />0.75
<br />40
<br />18,37
<br />56.23
<br />10.54
<br />17.00
<br />7.23
<br />5,45
<br />5.51
<br />2.82
<br />3.53
<br />0.96
<br />45
<br />12.58
<br />21.24
<br />8.13
<br />6.78
<br />6.20
<br />3.51
<br />3.97
<br />1.19
<br />50
<br />14,42
<br />25.70
<br />9.04
<br />8.24
<br />6.89
<br />4.26
<br />4.41
<br />1.44
<br />55
<br />15.57
<br />30.66
<br />9.94
<br />9.83
<br />7.56
<br />5.08
<br />1.72
<br />60
<br />17.31
<br />36,02
<br />10.23
<br />11.58
<br />8.27
<br />5.37
<br />5.30
<br />2.02
<br />65
<br />18.75
<br />41.77
<br />11.75
<br />13.40
<br />8.96
<br />6.93
<br />5.74
<br />2.35
<br />70
<br />12.88
<br />15.37
<br />9.65
<br />T96
<br />6.18
<br />2.83
<br />75
<br />1
<br />1
<br />1 13.56
<br />17.47
<br />10.24
<br />9.03
<br />6,63
<br />3.06
<br />80
<br />14.46
<br />19.04
<br />11.03
<br />10.18
<br />3,44
<br />85
<br />15.27
<br />22.02
<br />11.75
<br />11.28
<br />7.50
<br />3.88
<br />SIZE 3/4" 1" 1-1/4" 1-1/2" 2"
<br />OD 1.050 1.315 1.650 1.900 F375
<br />ID .930 1.189 1.502 1.720 2.149
<br />IRRIGATION FLOW CHART
<br />��04 SCALE: N.T.S.
<br />30-INCH LENGTH -
<br />OF WIRE, COILED
<br />WATER PROOF CONNECTION
<br />(I OF 2)
<br />VALVE BOX WITH COVER:
<br />FINISH GRADE/TOP OF MULCH
<br />REMOTE CONTROL VALVE
<br />3" MIN.
<br />PVC SCH 80 NIPPLE (CLOSE)
<br />PVC SCH 40 ELL
<br />PVC SCH 80 NIPPLE
<br />(LENGTH AS REQUIRED)
<br />rry!11
<br />�0 0 01 °O� 3cb 0
<br />BRICK (1 OF 4)
<br />SCH 80 NIPPLE (2-INCH LENGTH,
<br />HIDDEN) AND SCH 40 ELL
<br />PVC MAINLINE PIPE
<br />PVC SCH 40 TEE OR ELL
<br />PVC SCH 40 MALE ADAPTER
<br />3,0-INCH MINIMUM DEPTH OF
<br />3/4-INCH WASHED GRAVEL
<br />PVC LATERAL PIPE
<br />TYP. REMOTE CONTROL
<br />VALVE
<br />•� SCALE,N.T9
<br />QUICK -COUPLING VALVE
<br />VALVE BOX WITH COVER
<br />3-INCH MINIMUM DEPTH OF
<br />3/4-INCH WASHED GRAVEL
<br />BRICK (1 OF 2)
<br />PVC SCH 80 NIPPLE
<br />(LENGTH AS REQUIRED)
<br />PVC SCH 40 STREET ELL
<br />PVC SCH 80 NIPPLE
<br />(LENGTH AS REQUIRED)
<br />PVC SCH 40 STREET ELL
<br />PVC SCH 40 TEE OR ELL
<br />PVC MAINLINE PIPE
<br />SCH 40 ELL
<br />NOTE: 2" x 2" PRESSURE TREATED
<br />1, FURNISH FITTINGS AND PIPING WOOD STAKE
<br />NOMINALLY SIZED IDENTICAL TO STAINLESS STEEL GEAR
<br />NOMINAL QUICK COUPLING VALVE INLET SIZE. CLAMPS OR EQUIVALENT
<br />SUPPORT SYSTEM
<br />n TYP. QUICK COUPLER
<br />L-1.04 SCALE, N.T.S.
<br />SECTION VIEW
<br />MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN
<br />AND WIRING IN PIPE PIPE CONDUIT
<br />THE SAME TRENCH
<br />UO. � 18'
<br />PLAN VIEW WIRE W/O CONDUIT
<br />RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN
<br />AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING AT CHANGES
<br />TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30°
<br />5-FOOT INTERVALS. TRENCH AS SHOWN, OR GREATER. UNTIE
<br />AFTER ALL CONNECTIONS
<br />NOTES: HAVE BEEN MADE,
<br />1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH TYPE 3034 PVC
<br />TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
<br />2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS.
<br />TYP. PIPE AND WIRING TRENCH
<br />-� SCALE, KTb
<br />4" MIN. CLEARANCE
<br />_-PAVING
<br />DITCH
<br />SLEEVES
<br />i-
<br />---PVC CAP (TYPICAL) 11" MIN.
<br />11"MTIN. TO
<br />(FINISH GRADE
<br />18"
<br />za"
<br />NOTES: 1 i rr-
<br />1. ALL PVC IRRIGATION SLEEVES TO BE 6" MIN. O TYPE 3034 SEWER PIPE.
<br />2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
<br />3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER
<br />SLEEVE TO 24-INCHE5 MINIMUM ABOVE FINISH GRADE.
<br />4. MECHANICALLY TAMP TO 95%PROCTOR.
<br />TYP. SLEEVE UNDER PAVEMENT
<br />L-1.04 SCALE: KT9.
<br />L City of Everett Permit Review
<br />EVERETT Status: Approved
<br />09/06/2023 11:18:30 AM
<br />2x2 HEM -FIR STAKE
<br />DRIVEN TO REFUSAL.
<br />SECURE TO TREE WITH
<br />GALVANIZED WIRE ENCASED
<br />IN REINFORCED DULL GREEN
<br />RUBBER HOSE AT POINT
<br />OF PLANT CONTACT.
<br />TOP OF STAKE TO POINT
<br />TO PREVAILING WINDy'.
<br />BERM
<br />12 6" MIN. FROM
<br />SIDE OF ROOTBALL
<br />PREPARED SOIL
<br />I BACKFAL
<br />6" MIN. BELOW ROOTBALL
<br />II-; EXISTING SUBGRADE
<br />TYP. CONIFEROUS TREE PLANTING
<br />L•1.04 SCALE:N.Tb.
<br />TREE SPECIMAN CENTRAL
<br />LEADER SHALL NOT BE CUT
<br />1/2" DIA. BALCK FLEX
<br />GARDEN HOSE WITH
<br />16 ga. TIE WIRE. SECURE
<br />- THRU"X"BRACE
<br />S�
<br />w �>-�---- - lx3 HEM FIR STAKES
<br />u� 2x2 HEM FIR STAKES
<br />OPTIONAL METHOD FOR
<br />0 WATERING EVERGREEN TREE INCLUDES
<br />SAUCER / \ 3 EQ. SPACED GUY WIRES
<br />TARRE UND W/ 2"4"44" CEDAR STAKES
<br />/ \ SPECIFIED MULCH
<br />TREE WELL AROUND
<br />TREE 4" DEEP
<br />MIN. 48" DIAMETER
<br />�N3
<br />PREPARED SOIL BACKFILL
<br />REMOVE TOP 1/3 OF BURLAP
<br />H OF PLANTING PIT SHALL BE
<br />24' MIN. ES LARGER THAN ROOT BALL.
<br />2. PRE -STAIN ALL WOOD.
<br />STAIN ALL FIELD CUTS
<br />TYP.DECID000S TREE PLANTING
<br />L-1.04 SCALEoN.Tb
<br />SPACING"A" SPACING"B" # OF PLANTS/SF
<br />6" o.c. 5.20" 4.60
<br />8" o.c. 6.93" 2.60
<br />10" o.c. 8.66'. 1.66
<br />12" o.c. 1040" 1.15
<br />'5" o.c. 13.00" .738
<br />18" o,c, 15.60' .512
<br />24 o.c. 20.80" .290
<br />30" o,c. 26.00" .185
<br />36" o.c. 30.00" .116
<br />SEE GROUNDCOVER PLANT KEY FOR MAXIMUM TRIANGULAR
<br />SPACING "A". THIS CHART IS TO BE USED TO DETERMINE
<br />NUMBER OF GROUNDCOVER PLANTS REQUIRED IN A GIVEN AREA.
<br />A
<br />-] B
<br />A
<br />• • •
<br />PLANT LOCATION
<br />PLANT SPACING CHART
<br />FOR USE WHEN PLANTS ARE SPACED EQUIDISTANT FROM EACH
<br />OTHER, AS IN ALL MASSED SHRUB/GROUNDCOVER PLANTINGS
<br />n PLANT SPACING CHART
<br />:1104) SCALE:N.Tb
<br />ORIENT SHRUB FOR BEST
<br />APPEARANCE. REMOVE ALL
<br />IF PLANT IS BALLED
<br />BROKEN, DEAD STEMS
<br />AND BURLAPED THEN
<br />DO NOT DISFIGURE PLANT
<br />REMOVE TREATED
<br />BURLAP. FOLD BACK
<br />NATURAL BURLAP OFF
<br />I
<br />\�
<br />TOP OF ROOTBALL.
<br />PROVIDE SLIGHT I� 4 "
<br />FINISH GRADE
<br />WATERING SAUCER
<br />AROUND 5 GALLON AND I'"
<br />LARGER PLANTS 2" HT. TYP �� y ,
<br />MULCH (1/2" DEPTH IF
<br />RHODOS OR AZALEAS,)
<br />EXCAVATE HOLE 2 TIMES
<br />2' DEPTH PREPARED TOPSOIL DIAMETER OF ROOTBALL.
<br />TYPICAL SHRUB PLANTING
<br />L-1.04 SCALE:N.T.S.
<br />r
<br />O
<br />Z N\l
<br />Q V �
<br />00
<br />CL ♦J Q
<br />W
<br />V 1
<br />H L o
<br />Q W
<br />1 Lij
<br />i li J
<br />V 00 LU
<br />JOB' NUMBER: KEL
<br />DRAWN:
<br />CHECKED:
<br />DATE:
<br />REVISIONS:
<br />Y • 23 _
<br />SHEET TITLE:
<br />LANDSCAPE
<br />IRRIGATION
<br />DETAILS
<br />SHEET NUMBER:
<br />L-1.3
<br />
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