HomeMy WebLinkAboutCD-3973IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY
rstraka 05/18/2018
WATER UTILITY
Abdoul Gafour 05/18/2018
REGIONAL FIRE AUTHORITY
cthomas 05/21/2018
APPROVED
DEVELOPMENT ENGINEERING
rnair 05/21/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
SURFACE WATER UTILITY
rstraka 05/18/2018
WATER UTILITY
Abdoul Gafour 05/18/2018
DEVELOPMENT ENGINEERING
rnair 05/21/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING
mherrera 05/17/2018
DEVELOPMENT ENGINEERING
rnair 05/17/2018
SURFACE WATER UTILITY
rstraka 05/18/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
SURFACE WATER UTILITY
rstraka 05/18/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
SURFACE WATER UTILITY
rstraka 05/18/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
THE CONTRACTOR
MANORSTONE WALL SECTION
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/21/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
SURFACE WATER UTILITY
rstraka 05/18/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
SURFACE WATER UTILITY
rstraka 05/18/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
SURFACE WATER UTILITY
rstraka 05/18/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
WATER UTILITY
Abdoul Gafour 05/18/2018
PER STD PLAN NO. 340.12"
SEE STD PLAN NO. 300.1
WASTEWATER UTILITY
dchristen 05/21/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
WATER UTILITY
Abdoul Gafour 05/18/2018
WASTEWATER UTILITY
dchristen 05/21/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 05/17/2018
WASTEWATER UTILITY
dchristen 05/21/2018
X
X
X
X
OFFSITE TREES TO BE REMOVED
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SIGNIFICANT TREE TO BE RETAINED
SIGNIFICANT TREE TO BE REMOVED
LEGEND
NOTES
1. FOR MORE DETAILED INFORMATION REGARDING THE TREES, PLEASE
SEE ARBORIST REPORT BY AMERICAN FOREST MANAGEMENT.
2. "ESTIMATED OFFSITE TREES FROM ARBORIST REPORT" ARE FOR
REFERENCE ONLY FOR THE PROTECTION OF EACH TREE. SEE THE
CLEARING AND GRADING PLAN (SHEET C2.01) FOR MORE
INFORMATION AND TREE PROTECTION FENCING LOCATIONS.
SUMMARY OF ON-SITE TREE RETENTION
SIGNIFICANT TREES REQUIRED FOR RETENTION:
SIGNIFICANT TREES TO BE RETAINED:
REPLACEMENT TREE INCHES REQUIRED
(12 INCHES REQUIRED FOR EACH PROTECTED TREE)
REPLACEMENT TREE INCHES PROVIDED:
OFFSITE TREE
X
TOTAL EXISTING SIGNIFICANT TREES:
EXISTING TREES REQUIRED FOR RETENTION:
SIGNIFICANT TREES TO BE RETAINED:
SIGNIFICANT TREES TO BE REMOVED:
X
6
1.2 (6 X 20% = 1.2)
0
6
REPLACEMENT TREE CALCULATIONS
1.2
0
15
(12 INCHES X 1.2 TREES = 14.4 INCHES)
28, OR 14 TREES (SEE LANDSCAPE PLAN)
EXISTING TREE TO BE
REMOVED (TYP.)
ESTIMATED OFFSITE TREE
FROM ARBORIST REPORT
ESTIMATED OFFSITE TREE
FROM ARBORIST REPORT
ESTIMATED OFFSITE TREE
FROM ARBORIST REPORT
ESTIMATED OFFSITE TREE
FROM ARBORIST REPORT
CURRENT PLANNING
mherrera 05/17/2018
TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
8 ACER CIRCINATUM `PACIFIC FIRE`PACIFIC FIRE VINE MAPLE 5` HT. MIN.AS SHOWN MULTI-STEM
3 PARROTIA PERSICA PERSIAN PARROTIA 2" CAL. MIN.25` O.C.STREET TREE
REPLACEMENT TREE
10 PYRUS CALLERYANA `CHANTICLEER`CHANTICLEER FLOWERING PEAR 2" CAL. MIN.AS SHOWN
REPLACEMENT TREE
4 THUJA PLICATA WESTERN RED CEDAR 6` HT. MIN.AS SHOWN
REPLACEMENT TREE
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
31 ABELIA X EDWARD GOUCHER PINK ABELIA 5 GAL./24" HT. MIN.4` O.C.
28 ABELIA X `ROSE CREEK`ROSE CREEK ABELIA 3 GAL./24" HT. MIN.4` O.C.
29 ACORUS GRAMINEUS `OGON`GOLDEN VARIEGATED SWEETFLAG 2 GAL/15" HT. MIN.2` O.C.
26 CALAMAGROSTIS BRACHYTRICHA KOREAN REED GRASS 3 GAL./24" HT. MIN.3` O.C.
13 CORNUS STOLONIFERA RED-TWIG DOGWOOD 5 GAL./30" HT. MIN.4` O.C.3 CANES MIN.
10 CORYLOPSIS PAUCIFLORA WINTER HAZEL 5 GAL/36" HT. MIN.5` O.C.
92 HAKONECHLOA MACRA `ALL GOLD`JAPANESE FOREST GRASS 2 GAL/15" HT. MIN.2` O.C.
44 ILEX CRENATA `HELERII`HELER`S JAPANESE HOLLY 5 GAL./24" HT. MIN.4` O.C.
12 MAHONIA AQUIFOLIUM OREGON GRAPE 3 GAL./24" HT. MIN.3` O.C.
26 MAHONIA REPENS CREEPING MAHONIA 3 GAL./24" HT. MIN.4` O.C.
42 NANDINA DOMESTICA `MONFAR`SIERRA SUNRISE HEAVENLY BAMBOO 3 GAL./24" HT. MIN.2` O.C.
14 PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 3 GAL./24" HT. MIN.3` O.C.
9 PHILADELPHUS LEWISII WILD MOCKORANGE 3 GAL./24" HT. MIN.7` O.C.
29 PIERIS JAPONICA `VARIEGATA`VARIEGATED LILY OF THE VALLEY 3 GAL./24" HT. MIN.3` O.C.
16 POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL/15" HT. MIN.3` O.C.
5 RIBES SANGUINEUM RED FLOWERING CURRANT 5 GAL
12 SARCOCOCCA RUSCIFOLIA FRAGRANT SARCOCOCCA 3 GAL./24" HT. MIN.3` O.C.
11 SPIRAEA X BUMALDA `GOLDFLAME`GOLDFLAME SPIREA 3 GAL./24" HT. MIN.4` O.C.
16 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL./24" HT. MIN.3` O.C.
84 VIBURNUM DAVIDII DAVID VIBURNUM 3 GAL./24" HT. MIN.3` O.C.
GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
1,236 SF ARCTOSTAPHYLOS UVA-URSI `WOODS COMPACT`KINNIKINNICK 1 GAL.18" O.C.
2,422 SF LAWN HYDROSEED
829 SF LEPTINELLA GRUVERI MINIATURE BRASS BUTTONS 4" POT 18" O.C.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT NOTES
1. BIKE PARKING: INDIVIDUAL BIKE RACKS TO BE LOCATED WITHIN EACH GARAGE. SEE
ARCHITECTURAL PLANS FOR MORE INFORMATION.
2. BENCH: BY WISHBONE SITE FURNISHINGS, MODEL # MWB-5. TO BE INSTALLED PER
MANUFACTURE'S SPECIFICATIONS.
REPLACEMENT TREE INCHES REQUIRED
(12 INCHES REQUIRED FOR EACH PROTECTED TREE)
TOTAL REPLACEMENT TREE INCHES PROVIDED:
STREET TREE:
REPLACEMENT TREE:
STREET FRONTAGE BUFFER TREE:
REPLACEMENT TREE CALCULATIONS
15 INCHES (8 TREES)
(12 INCHES X 1.2 TREES = 14.4 INCHES)
29 INCHES (17 TREES)
(SEE LANDSCAPE SCHEDULE HEREON)
3 INCHES (3 TREES @ 50%)
24 INCHES (12 TREES @ 100%)
2 INCHES (2 TREES @ 50%)
LANDSCAPE SCHEDULE
LAWN (TYP.)
SHRUB (TYP.)
GROUNDCOVER (TYP.)
BEGIN 6' HT. BOARD FENCE
DECIDUOUS TREE (TYP.)
CONIFEROUS TREE (TYP.)
FLAGSTONE PATHWAY (TYP.)
PROPOSED DUPLEX BUILDING (TYP.)
10' STREET FRONTAGE
LANDSCAPE BUFFERENTRY SIGNAGE LAWN TO REPLACE EXISTING
DRIVEWAY/SIDEWALK (TYP.)
STREET TREE (TYP.)
STAMPED/COLORED CONCRETE
(TYP.)
BENCH
GROUNDCOVER (TYP.)
CURRENT PLANNING
mherrera 05/17/2018
3'1 12 XROOTBALLDIMENSION1'DETAIL: PLANTING DECIDUOUS TREESTAKES SHALLEXTEND A MIN. OF 12"INTO UNDISTURBEDSOIL2 x ROOTBALL DIA.RUBBER HOSE AT TREE; HOSESHALL BE LONG ENOUGH TOACCOMMODATE 1 YEAR'SGROWTH AND BUFFER ALLBRANCHES FROM THE WIRE3 HARDWOOD STAKES OR OTHERAPPROVED MATERIAL; ALLSTAKES TO BE DRIVEN OUTSIDE7+(5227%$///$763$&,1*GALVANIZED WIRED OR CABLE;TWIST WIRE TO TIGHTEN ONLYENOUGH TO KEEP FROM SLIPPING(ALLOW FOR SOME TRUNKMOVEMENT)STAKING NOTES:PLANT TREE SO THAT THE TRUNKCROWN IS VISIBLE AT THE TOP OFTHE ROOTBALL; SET TOP OFROOTBALL FLUSH TO GRADE; DONOT COVER THE TOP OF THEROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACE INCONTACT WITH TRUNK4" HIGH EARTH SAUCER AROUNDEDGE OF PLANTING PITFINISH GRADEROUGHEN EDGES OF PITREMOVE ALL TWINE, WIREAND BURLAP FROM TOPHALF OF ROOTBALL; NONBIODEGRADABLE MATERIALSHALL BE REMOVEDCOMPLETELYTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOTPRESSURE TO AVOID SHIFTOF ROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTRUBEDNATIVE SOIL PEDESTAL TOPREVENT SETTLINGPRUNE TREE AS DIRECTED INPLANTING NOTESDETAIL: PLANTING CONIFER TREEPLANT TREE SO THAT THETRUNK CROWN IS VISIBLE ATTHE TOP OF THE ROOTBALL; SETTOP OF ROOTBALL FLUSH TOGRADE; DO NOT COVER THE TOPOF THE ROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACEIN CONTACT WITH TRUNK4" HIGH EARTH SAUCERAROUND EDGE OFPLANTING PIT3'1 12 XROOTBALLDIMENSION1'FINISH GRADEREMOVE ALL TWINE, WIRE, ANDBURLAP FROM TOP HALF OFROOTBALL; NON-BIODEGRADABLEMATERIAL SHALL BE REMOVEDCOMPLETELYROUGHEN EDGES OF PITTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOT PRESSURETO AVOID SHIFT OF ROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTRUBEDNATIVE SOIL PEDESTAL TOPREVENT SETTLINGNOT TO SCALENOT TO SCALEEQUALEQUALEQUALPLANTSPACING PERPLANT TYPE;SEESCHEDULENOTE:TO AVOID LANDSCAPE INTRUSION INTOPATHS, THE FOLLOWING PLANTING SPACINGOFF-SETS FROM EDGE OF ALL PATHS, DRIVES,ACCESS ROUTES, ETC. SHALL BE MET:GROUND COVER: 18"SMALL SHRUBS (UNDER 3' TALL): 30"MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42"LARGE SHRUBS (OVER 6' TALL): 48"DETAIL: PLANTING SPACINGDETAIL: ROOT BARRIERNOT TO SCALECONDITION 1: PLANTER STRIP TREE CLOSER THAN 8' TOADJACENT STORM LINE OR 4' FROM DRYUTILITY LINE5' PLANTER STRIPUTILITYDEPTHVARIES
NOTES:1. ROOT BARRIER TO BE NDS, MODEL RP-2450, OR APPROVED EQUIVALENT2. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS.3. INSTALL PRODUCT A MINIMUM OF 3' BEYOND CENTER OF TREE IN EACH DIRECTIONPARALLEL TO UTILITY LINE.4. ALL TREES LOCATED WITHIN PLANTER STRIPS TO RECEIVE ROOT BARRIER.INSTALL ROOT BARRIER ON ONE ORBOTH SIDES OF PLANTER STRIP ASNECESSARY2'-0"EXISTING STORMDRAINAGE LINE (TYP.)NOT TO SCALE2 x ROOTBALL DIA.NOTES:1. TOP RAIL TO BE HORIZONTALWITH MAX 12" STEPS AT POSTSAS NEEDED FOR GRADE - VERIFYW/ SUPERINTENDENT ON STEEPGRADES.2. 2"x4" RAIL SIDE TO FACE INTOTHE FENCE OWNER'S PROPERTYEXCEPT AT STREET OR PARKLOCATIONS.3. WITH GRADE DIFFERENCE OF6" OR MORE BETWEEN POSTS -SLOPE BOTTOM RAIL TOCONFORM.4. STAIN ALL WOOD WITHSEMI-TRANSPARENT STAIN,COLOR TO MATCH ARCHITECTURE.STAIN TO BE SELECTED BYOWNER.~8'6'EQ. SPACING6'2'EQ. 4-3/4" X 1-1/2" TK CAPON TOP OF POST2"X4" TK TOP RAIL1"X4" TK RAIL2"X4" TK RAIL4"X4" PT POST1"X4" CEDAR BOARDS(TIGHT)2"X4" TK RAIL1"X4" TK RAILFINISHED GRADEHOLD TOP OF FOOTING 2" BELOWFINISHED GRADEOPTIONAL POST ONPIPESECTIONELEVATIONDETAIL: 6' BOARD FENCENOT TO SCALEDETAIL: FLAGSTONE PATHWAYNOT TO SCALEFLAGSTONE PAVER NOTES:STONE TO BE SELECTED BY OWNERWIDTH PER PLAN4"4"FLAGSTONE SLAB/PAVER34" -1 " BEDDING SANDCRUSHED ROCK BASE COURSE(COMPACT TO 95%) 4" MIN.SUBGRADE COMPACTED TO 95%DETAIL: BENCHNOT TO SCALE2% PITCH1. INSTALL 1/4"x2" "DUMMY" JOINTS W/ PRE-MOLDEDJOINT MATERIAL @ 12' O.C.2. TOOL TO PROVIDE 14" "V" GROOVES @ 4' O.C. BETWEENDUMMY JOINTS.3. COLOR TO BE SANDSTONE (#5237) BY DAVISCOLORS. TO BE SEALED WITH 'COLOR SEAL II'SEALANT BY DAVIS COLORS IN CORRESPONDINGCOLOR.NOTES:3" (TYP.)3'4"4"3000 PSI CONCRETE SLAB (SMALL SLATESTAMP PATTERN WITH SLATE FINISH).SET FINISH GRADE BELOW PAVINGSURFACE AS REQ. TO ALLOW FOR FREEDRAINAGE OFF OF PAVING AFTERTURF/MULCH INSTALLATION (TYP.)10X10X6X6 WWMCRUSHED ROCK BASE COURSE(COMPACT TO 95%)SUBGRADE COMPACTED TO 95%DETAIL: STAMPED/COLORED CONCRETENOT TO SCALEIN COMPLIANCE WITH CITY OF RENTON STANDARDSLANDSCAPE NOTES18.) IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE ANDTHOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN.19.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS ORANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THERESPONSIBLE OFFICIAL.22.) OWNER SHALL APPROVE PLANT MATERIAL & PLANTING BED LOCATION PRIOR TOINSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANTMATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS.INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUTPRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTEDWITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED-IN, KEPT MOIST AND PROTECTED AT ALLTIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLERESPONSIBILITY OF THE CONTRACTOR.23.) TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMETER OF THE TREE'S ROOT MASS.ADDITIONAL AERATION MAY BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADDWATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS.24.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE.25.) STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERALGUIDELINES:A.) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGINGSIDEWALKS OR CURBING, OR IN ANY OTHER LOCATION THAT MAY CAUSE A SAFETY CONCERN.26.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIALTHAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED ATCONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL.20.) DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEENPOOR DRAINING AREAS EXISTING ON-SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TOCOMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVEDRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALLPOSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALLNOT CREATE DRAINAGE PROBLEMS OFF-SITE OR IN OTHER AREAS OF THE PROJECT. FINISHEDLANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BECORRECTED AT THE CONTRACTOR'S EXPENSE.21.) LAWNS SHALL BE HYDROSEEDED WITH "SIGNATURE" AS SUPPLIED BY JB INSTANT LAWN ORAPPROVED EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THAT READ"KEEP OFF NEWLY SEEDED LAWN AREA".15.) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREEFROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FIBER, TRASH, INORGANIC MATERIAL ORANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH.16.) FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETECHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZERSHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS ANDSOIL TESTING LAB'S RECOMMENDATIONS.17.) WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALLTIMES DURING PROGRESS OF WORK. RAKE BEDS NEATLY TO AN EVEN FINE GRADE AROUND ALLPLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DAY'SWORK OR MORE FREQUENTLY AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREASSHALL BE LEFT IN A NEAT AND CLEAN CONDITION UPON COMPLETION OF JOB.1.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BEEXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARYEQUIPMENT AND PERSONNEL TO PERFORM WORK.2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELFWITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPEWORK.3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALLUTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTINGUTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTORAND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURINGPLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAY BE SELECTED BY THE OWNER'SREPRESENTATIVE.4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADESAS REQUIRED.5.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIESVARIETY, QUANTITY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ONLANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'SREPRESENTATIVE IMMEDIATELY AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREENURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALLONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPEARCHITECT.6.) ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL SHALL CONFORM TO THE LATESTEDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERYAND LANDSCAPE ASSOCIATION (ANSI Z60.1).7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTILOWNERS FINAL ACCEPTANCE IS RECEIVED.8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALLPROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURINGCONSTRUCTION.9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALLEXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, ANDSHALL COMPLY ACCORDINGLY.10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TOASSURE PROPER SUBGRADES ARE MET, WHICH SHALL BE 9" IN LAWN AREAS AND 11" ALLPLANTING BEDS (SEE SOIL AMENDMENT NOTES SECTION BELOW).11.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TOTHE OWNER'S REPRESENTATIVE FOR TESTING BY AN APPROVED SOIL TESTING LABORATORY.AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB.12.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK ORDEBRIS OVER 1". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACEFREE OF DIVOTS OR MOUNDS.13.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BELOW EDGE OFHARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR SOD INSTALLATION. GRADES SHALL BE SET 3"BELOW ADJACENT HARDSCAPE SURFACES FOR PLANTING BEDS AND 1" BELOW FOR LAWNAREAS.14.) PER RMC 4-4-070L, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 2" DEEP LAYEROF MULCH IN ALL PLANTING BEDS, AND TREES SHALL INCLUDE A MULCH RING THAT HAS A DEPTHOF AT LEAST THREE INCHES (3") AND IS AT LEAST THREE FEET (3') IN RADIUS AROUND THE TREE.CURRENT PLANNINGmherrera 05/17/2018
C
1"
1 7.80
1"
10.4 2
1"
4.22 3
1"
4.06 4
1"
5 5.80
1"
6 8.57
1"
7 8.43
1"
5.59 8
1"
8.86 9
1"
5.35 10
1"
5.05 11
1"
4.20 12
1"
7.48 13
1"
6.30 14
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
HUNTER PROS-02 5` STRIP SPRAY 18 30
TURF SPRAY, 2.0" POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
HUNTER MP1000 PROS-04-PRS40-CV 2 40
TURF ROTATOR, 4" (10.16 CM) POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY.
M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE
360 ARC.
HUNTER MP2000 PROS-04-PRS40-CV 2 40
TURF ROTATOR, 4" (10.16 CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE
ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270,
R=RED 360 ARC.
HUNTER MP800SR PROS-04-PRS40-CV 69 40
TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO
40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND
GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360)
HUNTER MP CORNER PROS-04-PRS40-CV 2 40
TURF ROTATOR, 4" (10.16CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE.
T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER PCZ-101-25 8
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER
SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 0.5 GPM TO 15
GPM. 150 MESH STAINLESS STEEL SCREEN.
AREA TO RECEIVE DRIPLINE
HUNTER PLD-04-12 7,558 L.F.
IN-LINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH BUILT-IN
CHECK VALVE. 0.4 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED
AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV
RESISTANT. USE PLD-LOC FITTING OR BARBED FITTINGS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD PEB-PRS-D 6
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE.
RAIN BIRD PSI-L30X-075 2
CAN BE INSTALLED ABOVE OR BELOW THE GROUND.PRESET OUTLET
PRESSURES: 30 PSI (2,0 BARS), 40 PSI (2,8 BARS). 3/4" (20/27) OR 1"
(26/34) FEMALE-THREADED INLET AND OUTLET.
ZURN 350XL 3/4"1
DOUBLE CHECK VALVE ASSEMBLY W/ EZSWAP INSERT.
HUNTER PHC-2400 1
WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITH TOUCHSCREEN,
24-STATION FIXED CONTROLLER, 120 VAC, OUTDOOR MODEL.
HUNTER MWS-FR 1
WEATHER STATION WITH RAIN SENSOR, WIND SENSOR AND FREEZE SENSOR,
120 VAC, 5 AMP. 5 YEAR WARRANTY.
WATER METER 3/4"1
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1,545 L.F.
IRRIGATION MAINLINE: CPVC SCHEDULE 40 241.4 L.F.
PIPE SLEEVE: PVC CLASS 200 SDR 21 292.2 L.F.
ES CS SSRCSLCS
ADJ.360
C
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP
1 RAIN BIRD PEB-PRS-D 1"TURF SPRAY 7.80 112.4 33.74 42.80 2.49 in/h
2 RAIN BIRD PEB-PRS-D 1"TURF SPRAY 10.40 115.2 35.02 45.93 3.04 in/h
3 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 4.22 106.6 40.29 47.96 0.64 in/h
4 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 4.06 103.3 40.79 48.38 0.64 in/h
5 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 5.80 54.1 42.13 50.66 0.64 in/h
6 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 8.57 47.0 43.04 53.06 0.64 in/h
7 RAIN BIRD PEB-PRS-D 1"TURF ROTARY 8.43 52.1 43.27 53.18 1.33 in/h
8 RAIN BIRD PEB-PRS-D 1"TURF ROTARY 5.59 38.0 43.36 51.89 0.72 in/h
9 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 8.86 35.9 43.83 54.47 0.64 in/h
10 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 5.35 92.1 41.04 50.72 0.64 in/h
11 RAIN BIRD PEB-PRS-D 1"TURF ROTARY 5.05 90.2 43.96 53.30 1.27 in/h
12 RAIN BIRD PEB-PRS-D 1"TURF ROTARY 4.20 87.6 42.54 51.20 1.09 in/h
13 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 7.48 95.4 41.91 54.22 0.64 in/h
14 HUNTER PCZ-101-25 1"AREA FOR DRIPLINE 6.30 97.5 41.86 52.79 0.64 in/h
Common Wire 241.4
VALVE SCHEDULE
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:3/4"
Flow Available:11.88 gpm
PRESSURE AVAILABLE
Static Pressure at POC:86.00 psi
Elevation Change:0.00 ft
Service Line Size:3/4"
Length of Service Line:0.00 ft
Pressure Available:86.00 psi
DESIGN ANALYSIS
Maximum Station Flow:10.40 gpm
Flow Available at POC:11.88 gpm
Residual Flow Available:1.48 gpm
Critical Station:9
Design Pressure:30.00 psi
Friction Loss:2.08 psi
Fittings Loss:0.21 psi
Elevation Loss:0.00 psi
Loss through Valve:11.55 psi
Pressure Req. at Critical Station:43.84 psi
Loss for Fittings:0.26 psi
Loss for Main Line:2.64 psi
Loss for POC to Valve Elevation:0.00 psi
Loss for Backflow:6.50 psi
Loss for Water Meter:1.26 psi
Critical Station Pressure at POC:54.50 psi
Pressure Available:86.00 psi
Residual Pressure Available:31.50 psi
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EXISTING WATER METER
(POC #1)
IRRIGATION SCHEDULE
VALVE SCHEDULE
CRITICAL ANALYSIS
1. IRRIGATION DESIGN IS SCHEMATIC:
- ALL IRRIGATION WORK TO BE PERFORMED WITHIN PLANTING BEDS EXCEPT FOR SLEEVING.
- SLEEVING RUNS SHOWN IN APPROXIMATE LOCATIONS,CONTRACTOR TO PLACE SLEEVES UNDER PAVED
SURFACES AS SHOWN BASED ON SITE CONDITIONS AT TIME OF INSTALLATION.
- MAINLINE DISPLAYED FOR GRAPHICAL CLARITY. ACTUAL LOCATION TO BE DECIDED IN THE FIELD.
- MAINLINE AND LATERALS MAY SHARE TRENCHING WHERE POSSIBLE . (SEE DETAIL ON L3.31)
NOTES
MAINLINE (TYP.)
DCVA
DRIP VALVE ASSEMBLY
(TYP.)
IRRIGATION VALVE (TYP.)
AREA FOR DRIP (TYP.)RAIN SENSOR -
RAIN GUTTER MOUNT
(CONTRACTOR TO FIELD LOCATE)
IRRIGATION CONTROLLER
(FIELD LOCATE NEAR A/C 110 POWER)
LATERAL PIPE (TYP.)
PIPE SLEEVE (TYP.)
SPRAY HEAD (TYP.)
QUICK COUPLER VALVE (TYP.)
WILL BE REUSED AS NEW IRRIGATION WATER METER
CURRENT PLANNING
mherrera 05/17/2018
DEVELOPMENT ENGINEERING
rnair 05/17/2018
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
IRRIGATION SPECIFICATIONS
GENERAL REQUIREMENTS / JOB CONDITIONS
PART 1.GENERAL
1.1 SCOPE OF WORK
A.FURNISH AND INSTALL A COMPLETE PERMANENT UNDERGROUND IRRIGATION SYSTEM TO PROVIDE ADEQUATE IRRIGATION OF ALL AREAS SHOWN ON THE IRRIGATION PLAN.
1.2 WORK INCLUDED
A.FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF ALL IRRIGATION WORK. RECORD DRAWINGS SHALL BE COMPILED BY
IRRIGATION CONTRACTOR.
B.IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC. EXACT LOCATIONS OF PIPING, DRIPLINE, SPRINKLER HEADS, VALVES, AND OTHER COMPONENTS SHALL BE ESTABLISHED BY CONTRACTOR IN THE
FIELD AT TIME OF INSTALLATION. MINOR ADJUSTMENTS IN SYSTEM LAYOUT WILL BE PERMITTED TO CLEAR EXISTING FIXED OBSTRUCTIONS
C.ANY IRRIGATION RE-DESIGN WORK OR SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DRAWINGS MUST BE NEATLY DRAFTED
(ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)) AND INCLUDE ALL NECESSARY INFORMATION FOR A COMPLETE DESIGN REVIEW.
1.3 RELATED WORK
A.ROUGH GRADING: SITE TO BE CLEARED, GRUBBED AND SUB-GRADES SET BY GENERAL CONTRACTOR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.
B.GENERAL CONTRACTOR TO SUPPLY AND INSTALL WATER SERVICE CONNECTION AND WATER METER, WITH THREADED STUB-OUT AT DISCHARGE SIDE OF WATER METER TO CORRESPOND TO
IRRIGATION SYSTEM MAINLINE PIPE SIZE.
C.GENERAL CONTRACTOR TO SUPPLY 110 VOLT POWER TO CONTROLLER; AND TO PROVIDE ANY SLEEVING REQUIRED TO PENETRATE STRUCTURES OR WALLS.
D.GENERAL CONTRACTOR TO SUPPLY ALL SLEEVES FOR IRRIGATION SYSTEMS AT TWO (2) TIMES DIAMETER OF LINE SIZE MINIMUM.
E.ANY CHANGES AND/ OR ADJUSTMENTS TO LOCATIONS OF SLEEVES, ONCE INSTALLED, SHALL BE DONE AT THE EXPENSE OF THE GENERAL CONTRACTOR.
1.4 RESPONSIBILITY
A.THE IRRIGATION CONTRACTOR WILL BE REQUIRED PER STATE LAW TO CALL THE UNDERGROUND UTILITIES LOCATOR SERVICE AT (1-800-424-5555) BEFORE WORK COMMENCES. THE IRRIGATION
CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. THE IRRIGATION CONTRACTOR WILL ALSO COMPLY WITH THE
FOLLOWING CODES AND STANDARDS:
1. THE LOCAL JURISDICTIONAL ORDINANCES AND BUILDING CODES;
2. NATIONAL ELECTRICAL CODE;
3. AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM);
4. NATIONAL SANITATION FOUNDATION, (NSF);
5. EXCAVATING, BACKFILLING, AND COMPACTING OPERATIONS;
6. PROTECT EXISTING TREES, PLANTS, LAWNS, AND OTHER FEATURES DESIGNATED TO REMAIN AS PART OF THE FINAL LANDSCAPE WORK.
7. OBTAIN OWNER'S REPRESENTATIVE'S ACCEPTANCE OF INSTALLED AND TESTED IRRIGATION SYSTEM PRIOR TO INSTALLING BACKFILL MATERIALS. NOTIFICATION MUST PRECEDE REQUESTED
INSPECTION BY 24 HOURS.
B.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO THE GROUNDS, WALKS, CURBS, ROADS, BUILDINGS, EXISTING VEGETATION, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND
THEIR EQUIPMENT AND CONTENTS CAUSED BY LEAKS IN THE IRRIGATION SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY HIM. THE IRRIGATION CONTRACTOR SHALL REPAIR ALL
DAMAGES AT HIS EXPENSE AND IN A MANNER WHICH IS SATISFACTORY TO THE GENERAL CONTRACTOR AND THE OWNER.
1.5 QUALIFICATION OF INSTALLER
A.CONTRACTOR MUST BE A LICENSED AND/OR BONDED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE INSTALLED BY AN EXPERIENCED IRRIGATION INSTALLER.
1.6 VERIFICATION
A.BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE
WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN.
1.7 PIPE SLEEVES
A.PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSS WALKS, SIDEWALKS, DRIVEWAYS AND/OR PARKING LOTS. THE IRRIGATION CONTRACTOR SHALL
COORDINATE LOCATION AND INSTALLATION OF PIPE SLEEVING WITH THE GENERAL CONTRACTOR.
1.8 SYSTEM FAMILIARIZATION
A.UPON ACCEPTANCE OF SYSTEM BY OWNER, THE IRRIGATION CONTRACTOR SHALL PROVIDE NECESSARY KEYS AND/OR OTHER TOOLS NECESSARY TO OPERATION; DRAIN; ACTIVATE SYSTEM AND
SHALL SPEND SUFFICIENT TIME WITH OWNER TO INSURE THAT SYSTEM OPERATION; MAINTENANCE; AND WINTERING CAN CONTINUE ON AFTER THE DEPARTURE OF CONTRACTORS. THE IRRIGATION
CONTRACTOR SHALL LABEL CIRCUITS CLEARLY ON CONTROLLER.
1.9 ´$6%8,/7µ5(&25''5$:,1*6
A.A NEAT AND LEGIBLE REPRODUCIBLE DRAWING (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)), SHOWING THE ACTUAL INSTALLED LOCATIONS OF ALL IRRIGATION
EQUIPMENT SHALL BE PROVIDED WITHIN THEIR (30) DAYS OF FINAL ACCEPTANCE.
1.10 SUBMITTALS
A.PRODUCT DATA: MANUFACTURER'S TECHNICAL DATA AND INSTALLATION
INSTRUCTIONS.
1.11 WARRANTY AND REPLACEMENT
A.MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FOLLOWING OWNER'S FINAL ACCEPTANCE OF PROJECT AT 100% COMPLETION. THIS WARRANTY EXCLUDES WORK
DONE ON SYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. VANDALISM OR ANY DAMAGE DONE BY OTHERS OR DUE TO ACTS OF GOD ARE NOT COVERED. MANUFACTURER'S WARRANTY SHALL
EXTEND BEYOND 1 YEAR IF APPLICABLE.
B.REPAIRS, ADJUSTMENTS AND REPLACEMENT OF DEFECTIVE IRRIGATION SYSTEM MATERIALS, INCLUDING MATERIALS THAT HAVE BEEN INSTALLED ON THE WORK DURING THE WARRANTY PERIOD
SHALL BE AT CONTRACTOR'S EXPENSE.
PART 2.MATERIALS
2.1 MATERIAL
ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED, AND MEETING THE REQUIREMENTS
OF THE SYSTEM.
1.NO SUBSTITUTIONS OF SMALLER PIPE SIZES WILL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES OF SAME TYPE AT NO EXTRA COST WITH APPROVAL ARE ACCEPTABLE.
2.NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR WRITTEN APPROVAL.
2.2 GALVANIZED PIPE
A.SHALL BE SCHEDULE 40, DOMESTIC MANUFACTURE, AND SHALL CONFORM TO ASTM DESIGNATION A 120-65. FITTINGS SHALL BE MALLEABLE GALVANIZED.
2.3 PLASTIC PIPE
A.6+$//%(39&256&+('8/(39&72ôµ7+(1&/$6639&
B.PIPE SHALL BE MARKED WITH MANUFACTURER'S NAME, CLASS OF PIPE, NSF SEAL AND DATE AND SHIFT OF MANUFACTURING RUN. PIPE SHALL BEAR NO EVIDENCE OF INTERIOR OR EXTERIOR
EXTRUSION MARKS.
C.PIPE WALLS SHALL BE UNIFORM, SMOOTH AND GLOSSY. PIPE MAY BE PRE-BELLED OR WITH INDIVIDUAL SOLVENT-WELD COUPLINGS.
D.FITTINGS SHALL BE SCHEDULE 40 WEIGHT, FULL SIZE. FITTINGS, CEMENT, AND THINNER SHALL BE A BRAND(S) RECOMMENDED BY MANUFACTURER OF PIPE.
PVC SOLVENT WELD PIPE: PVC 1120 AND 1220 MATERIAL, 200 PSI MINIMUM PRESSURE RATING WITH SDR 21 WALLS WHICH CONFORM TO ASTM D 2241.
2.4 DRIPLINE SYSTEM
A.DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS:THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE.
1.DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE.
2.SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND WAT EACH FITTING
3.LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS.
4.AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIF VALVES ONLY WHERE INDICATED ON DRAWINGS.
5.DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE A TORO DISC FILTER (ALFD75150-L) OR
APPROVED SUBSTITUTE.
2.5 HEAD SYSTEM
A.MANUFACTURER'S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF SPRAY INDICATED AT AVAILABLE WATER PRESSURE, AS FOLLOWS:
1. POP-UP SPRAY: FIXED PATTERN, WITH SCREW-TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE.
2 POP-UP ROTARY SPRAY: GEAR DRIVEN, FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPE. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE.
2.6 REMOTE CONTROL VALVES
A.MANUFACTURER'S STANDARD OF TYPE AND SIZE INDICATED. SEE SCHEDULE ON PLAN.
2.7 AUTOMATIC CONTROLLER
A.GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO
SUIT NUMBER OF CIRCUITS. SEE SCHEDULE ON PLAN.
B.CONTROL ENCLOSURE - EXTERNAL APPLICATIONS: MANUFACTURER'S STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER ON PEDESTAL. SEE SCHEDULE ON PLAN.
C.CONTROLLER WIRING ABOVE GROUND SHALL BE INSTALLED IN A CONDUIT.
2.8 CONTROL WIRE
A.#14-1 UF DIRECT BURIAL WIRE. WHITE SHALL BE COMMON, RED THE VALVE IMPULSE, WITH A THIRD COLOR AS A SPARE WIRE TO RUN FROM CONTROLLER TO THE END VALVE ON EACH LEG OF THE
MAINLINE. IDENTIFY EACH SPARE AT THE CONTROLLER. IDENTIFY WIRE COLOR ON THE AS-BUILTS.
B.WIRE MUST BE INSULATED SINGLE STRAND COPPER DESIGNED FOR TWO (2) TO FIFTY (50) VOLTS AND UL APPROVED AS TYPE U.F.
C.MULTI-STRAND CABLE MAY BE USED WITH PRIOR APPROVAL OF OWNER'S REPRESENTATIVE.
2.9 BACKFLOW PREVENTION DEVICES
A.DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER METER. DOUBLE CHECK VALVES SHALL BE OF HEAVY DUTY CONSTRUCTION WITH ALL BRONZE
BODIES, CHECK VALVES AND TEST COCKS. DOUBLE CHECK VALVES SHALL BE DESIGNED TO OPERATE UNDER CONTINUOUS PRESSURE PERMITTING THE FREE FLOW OF WATER AT ALL TIMES. SEE
DETAILS.
B.DOUBLE CHECK VALVES SHALL BE FURNISHED WITH APPROVED CHECK VALVES, INLET AND DISCHARGE SHUT-OFF VALVES AND FIELD TESTING COCKS. UNLESS OTHERWISE SPECIFIED, DOUBLE
CHECK VALVES SHALL HAVE A SERVICE RATING OF 300 PSI FOR NON-SHOCK COLD WATER.
D.DOUBLE CHECK VALVE ASSEMBLY TO BE FEBCO 805 Y OR EQUAL AS APPROVED BY THE STATE DEPT. OF HEALTH..
2.10 PRESSURE REGULATING VALVE
A.6+$//%(´:,/.,166(5,(6µ35(6685(5(*8/$7,219$/9(625(48$/
B.USE PRESSURE REGULATING VALVES AS REQUIRED TO CONTROL IRRIGATION SYSTEM WATER PRESSURE.
2.12 QUICK COUPLING VALVES
A.QUICK COUPLING VALVES SHALL BE TORO QUICK COUPLING VALVE, OR APPROVED SUBSTITUTE. PROVIDE LUG KEYS WITH HOSE SWIVEL ELLS AS QUICK COUPLING VALVES.
2.13 VALVE BOXES
A.$//9$/9(672%((1&/26(',1$9$/9(%2;5(027(&21752/9$/9(672%(,167$//(',1$1$5025$&&(66%2;µ67$1'$5'%2;25(48$/
2.14 METER
A. PER LOCAL CODE, ALL METERS WILL BE PERMITTED IN PLACE, BY OWNER.
PART 3 EXECUTION
3.1 VPRE-CONSTRUCTION
PRIOR TO STARTING WORK, CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH OWNER'S PROJECT MANAGER/SUPERINTENDENT, OWNER'S REPRESENTATIVE AND/OR LANDSCAPE
ARCHITECT TO DISCUSS PROJECT REQUIREMENTS, CHANGED SITE CONDITIONS, PHASING AND OTHER ISSUES.
3.2 VERIFICATION
A.BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK
TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN.
REPORT ANY DEVIATIONS BETWEEN THE CONTRACTOR-PREPARED IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLING OF EQUIPMENT, AND RESULTING IN REPLACING,
AND/OR RELOCATING, OR ADDITIONAL EQUIPMENT, SHALL BE DONE AT CONTRACTOR'S EXPENSE.
AVAILABLE PRESSURE VERIFICATION: PRIOR TO THE START OF ANY WORK, VERIFY THE STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY OWNER IN WRITING OF PRESSURE AVAILABLE FOR APPROVAL
TO PROCEED.
D.CONFLICT WITH UTILITIES AND PLANT MATERIALS: LOCATE IRRIGATION LINES TO AVOID EXISTING AND PROPOSED UTILITY LINES, AND PROPOSED PLANT MATERIAL LOCATIONS AND ANY EXISTING TREES. MINOR
FIELD ADJUSTMENTS TO SHRUBS MAY BE MADE WITH APPROVAL, TO AVOID EQUIPMENT.
3.3 PREPARATION
LAY OUT AND STAKE THE LOCATION OF EACH PIPE RUN AND ALL SPRINKLER HEADS AND SPRINKLER VALVES.
3.4 INSTALLATION
A.TRENCHING: TRENCHES SHALL BE STRAIGHT AND WITHOUT ABRUPT GRADE CHANGES. TRENCH BOTTOMS SHALL BE FLAT AND CLEAN OF ANY LARGE OR SHARP ROCK. THE TRENCH DEPTH SHALL BE DEEP
ENOUGH TO ALLOW 18 INCHES OF COVER OVER MAIN LINE AND 12 INCHES OF COVER OVER LATERALS OR AS PER APPLICABLE MUNICIPAL CODES AND 4" - 8" INCHES COVER OVER DRIPLINE. PIPE
SLEEVES SHALL BE AT A MINIMUM DEPTH OF 18 INCHES AND A MAXIMUM DEPTH OF 24 INCHES. MAINTAIN A MINIMUM CLEARANCE OF THREE (3) INCHES BETWEEN IRRIGATION LINES IF IN A COMMON
TRENCH.
B.DRIPLINE:
1.INSTALL ALL DRIPLINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS.
2.SUPPLY AND EXHAUST HEADERS SHOULD BE INDENTED 2"-4" FROM EDGE OF PLANTER BED, SIDEWALK OR STRUCTURE.
3.ALL DRIPLINE HEADERS TO BE 3
4" DIA. UNLESS OTHERWISE CALLED OUT ON PLANS.
4.SPACE DRIPLINE AT INTERVALS AS INDICATED ON SCHEDULE.
5.CLAMP DRIPLINE FITTINGS WITH OETIKER CLAMPS, OR APPROVED SUBSTITUTE, WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIPLINE FITTING REQUIREMENTS.
6.WHEN INSTALLING DRIPLINE, INSTALL SOIL STAPLES AS LISTED BELOW:
a.ONE STAPLE EVERY THREE (5') FEET AND AT EACH FITTING (TEE, ELBOW, OR CROSS).
7.CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS
NECESSARY FOR COMPLETION OF INSTALLATION.
8.THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER COMPONENTS.
9.TEST IN ACCORDANCE WITH STANDARD PRACTICES.
10.FLUSH VALVES TO BE INSTALLED AT LOWEST ELEVATION OF DRIPLINE IRRIGATION AREA PER MANUFACTURER'S SPECIFICATIONS..
C.SPRINKLER HEADS:
1.INSTALL PER DETAIL AND MANUFACTURER'S RECOMMENDATION.
2.AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AND ROLLING OF GRASS AREAS, ADJUST HEADS TO BE FLUSH WITH FINISHED GRADES.
D.DOUBLE CHECK VALVE ASSEMBLY:
1.BACKFLOW PREVENTION DEVICES SHALL HAVE SUFFICIENT CLEARANCE FROM OTHER MATERIALS FOR PROPER MAINTENANCE. MINOR ADJUSTMENTS OF LOCATION MAY BE REQUIRED FOR
TECHNICAL PURPOSES OR TO SATISFY LOCAL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT
2.INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS, AND TO LOCAL MUNICIPAL CODE
3.INSTALL PER DETAIL.
E.REMOTE CONTROL VALVES:
1.BEFORE INSTALLATION, SUPPLY LINE SHALL BE THOROUGHLY FLUSHED.
2.ENCLOSE VALVE IN VALVE BOX.
3.INSTALL PER DETAIL
F.QUICK COUPLING VALVES:
1.ENCLOSE IN VALVE BOX.
2.3529,'(21(&8%,&)2272)µ0,186:$6+('*5$9(/680381'(5($&+9$/9(
3.INSTALL PER DETAIL OF PLAN SET AND AT LOCATIONS INDICATED ON PLAN.
G.CONTROL WIRE:
1.CONTROL WIRE SHALL BE TAPED TOGETHER AT 10-FOOT INTERVALS.
2.WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINKS WHENEVER POSSIBLE.
3.PROVIDE A 24 INCH LOOP OF CONTROL WIRE IN EACH VALVE BOX.
4.ALL SPLICES MUST BE MADE WATERTIGHT DRI-SPLICE DS-400, OR APPROVED SUBSTITUTE, AND CONTAINED IN VALVE BOXES.
5.63/,&(6:,//%(3(50,77('21/<$77+(9$/9(6$1'1(9(5%(7:((19$/9(6259$/9($1'&21752//(57+(5(0867%($6(3$5$7(/($'25´+27µ:,5(72($&+$8720$7,&9$/9(
ONE (1) COMMON WIRE WILL BE ACCEPTABLE. ONE (1) SPARE WIRE MUST BE RUN TO THE FARTHEST VALVE FROM THE CONTROLLER AS AN EXTRA WIRE.
H.AUTOMATIC CONTROLLERS:
1.ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BE
INCLUDED IN THIS CONTRACT.
2.LOCATION AND TYPE OF CONTROLLER SHALL BE PER PLANS.
3.MOUNT THE PANEL ENCLOSURE SO ADJUSTMENTS CAN BE CONVENIENTLY MADE BY THE OPERATOR.
4.PROVIDE A CONTROLLER CHART SHOWING THE AREA CONTROLLER BY THE AUTOMATIC CONTROLLER. CHART SIZE SHALL BE MAXIMUM SIZE TO FIT IN THE CONTROLLER DOOR. CHART SHALL BE A
5('8&7,212)7+(´$6%8,/7µ'5$:,1*6
5.SUPPLY OWNER WITH TWO CONTROLLER KEYS.
I.PIPE FITTINGS:
1.THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING TO AVOID DAMAGE. DELIVER PLASTIC PIPING IN BUNDLES, PACKAGED TO PROVIDE ADEQUATE
PROTECTION OF PIPE ENDS, EITHER THREADED OR PLAIN.THE PIPE SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT, SO AS NOT
TO BE SUBJECT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. FITTINGS SHALL BE STORED UNDER COVER.
2.PVC CEMENT SHALL BE IPS WELD-ON. SOLVENT WELDING JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SET-UP TIME BEFORE MOVING OR HANDLING. PIPE SHALL BE CENTER LOADED TO
PREVENT SLIPPING. NO WATER SHALL BE PERMITTED IN PIPE UNTIL A PERIOD RECOMMENDED BY MANUFACTURER.
3.BACK FILLING SHALL BE DONE WHEN PIPE IS NOT IN AN EXPANDED CONDITIONS DUE TO HEAT OR PRESSURE.
4.BEFORE PRESSURE TESTING, SOLUBLE WELD JOINTS SHALL BE GIVEN CURING TIME AS RECOMMENDED BY MANUFACTURER.
5.NO PVC PIPE MAY BE THREADED OR CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTER.
6.GREAT CARE MUST BE TAKEN TO INSURE THAT THE INSIDE OF THE PIPE IS ABSOLUTELY CLEAN. ANY PIPE ENDS NOT BEING WORKED ON SHOULD BE PROTECTED AND NOT LEFT OPEN.
J.PIPE SLEEVES:
1.WHEREVER IRRIGATION LINES OR WIRE CROSS BENEATH PAVED SURFACES, PIPING AND WIRE SHALL BE INSTALLED IN SLEEVES. SIZE TO BE TWO TIMES PIPE DIAMETER, MINIMUM TWO INCH
SLEEVE SHALL BE PROVIDED FOR WIRE.
K.MANUAL DRAINS:
1.INSTALL PER MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON IRRIGATION PLAN.
2.INSTALL BY TEEING DOWN TO 3/4-INCH DRAIN VALVE. PROVIDE A DRAINAGE SUMP SIZED TO RECEIVE VOLUME OF DRAIN WATER.
3.MAKE MANUAL DRAIN VALVES ACCESSIBLE BY INSTALLING AN ADJUSTABLE PIPE SLEEVE TO MEET FINISHED GRADE WITH LOCKING VALVE MARKER LID FLUSH WITH FINISH GRADE.
L.PRESSURE REGULATOR:
1.SET MAX. OPERATING PRESSURE AT 35 PSI.
3.5 SYSTEM FLUSHING
A.ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION OF DRIPLINE AND SPRINKLER HEADS.
3.6 PERFORMANCE TESTS/SUBSTANTIAL COMPLETION
A.UPON COMPLETION OF SYSTEM INSTALLATION, CONTRACTOR SHALL OPERATE SYSTEM BY MEANS OF THE AUTOMATIC CONTROLLER IN PRESENCE OF OWNER'S REPRESENTATIVE.
B.AUTOMATIC SYSTEM SHALL BE CYCLED ELECTRICALLY AND AUTOMATICALLY TO THE SATISFACTION OF OWNER'S REPRESENTATIVE.
3.7 DISPOSAL OF WASTE MATERIAL
A.STOCKPILE, HAUL FROM SITE, AND LEGALLY DISPOSE OF WASTE MATERIALS, INCLUDING UNSUITABLE EXCAVATED MATERIALS, ROCK, TRASH, AND DEBRIS. DEBRIS MUST BE REMOVED AT THE END OF
WORK TIME EACH DAY.
B. MAINTAIN PAVEMENT AND CURB CLEAR, CLEAN, AND FREE OF DEBRIS AND SOIL. PAVEMENT AND CURB SHALL REMAIN CLEAR, CLEAN AND FREE OF DEBRIS.
3.8 SURFACE RESTORATION
A.PROTECT EXISTING LANDSCAPING; REMOVE AND REPLANT AS NECESSARY TO COMPLETE INSTALLATION. REPLACE DAMAGED LAWN AREAS AND PLANTS WITH NEW PLANTS TO MATCH EXISTING.
3.9 CLEAN-UP
A.CLEAN ALL WORK AREAS ADJOINING AREA, SUCH AS PAVING, CURBS, CATCH BASINS, MANHOLES AND LAWN, OR DEBRIS CAUSED BY THE WORK ON THIS PROJECT, OR ANY PART OF PROJECT, ON
COMPLETION OF OPERATIONS AND PRIOR TO WATERING. ALL HARD SURFACED AREAS SHALL BE WASHED CLEAN.
3.10 FINAL COMPLETION
A.UPON COMPLETION AND APPROVAL OF ALL TESTS.
B.PROVIDE OWNER WITH A LETTER FOR HIS SIGNATURE OUTLINING COMPLETION OF JOB AND OWNER'S FINAL ACCEPTANCE WITH START AND STOP DATES OF WARRANTY PERIOD.
3.11 WARRANTY
A.SHOULD ANY TROUBLE DEVELOP WITHIN ONE (1) YEAR WHICH, IS DUE TO INFERIOR OR FAULTY MATERIAL AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED, WITHOUT DELAY, TO THE
SATISFACTION OF THE AUTHORIZED OWNER'S REPRESENTATIVE AND AT THE CONTRACTOR'S EXPENSE.
B.SYSTEM PROTECTION: AS PART OF WARRANTY UNDER THIS CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATING AND DRAINING OF SYSTEM PRIOR TO ONSET OF FREEZING SEASON AS
PER LOCAL SEASON REQUIRES, AND FOR REACTIVATING THE SYSTEM AT ONSET OF SPRING GROWING SEASON; EACH EVENT THE SYSTEM IS COMPLETED IN A SEASON WHEN SYSTEM WILL NOT BE IN USE,
CONTRACTOR WILL WINTERIZE THE SYSTEM AS PER LOCAL SEASON REQUIRES, UPON COMPLETION OF TESTING AND APPROVAL BY OWNER AND REACTIVATE THE SYSTEM IN SPRING.
END OF SECTION
CURRENT PLANNING
mherrera 05/17/2018
DETAIL: POINT OF CONNECTION PLAN WITH PRVNOT TO SCALEMAIN LINETO SYSTEM.WATER SERVICE FROMIRRIGATION METER12"MIN.6" MIN.4" MIN.6" MAX.NOTES:1.ENCLOSURE 2" & SMALLER D.C.V.A. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOXMUST HAVE REMOVABLE COVER, BOXES TO BE LOCATED IN SIDEWALK AND AREAS WITH VEHICULAR TRAFFICSHALL BE METAL EQUAL TO OLYMPIC FOUNDRY SM30 BOXES, IN OTHER NON TRAFFIC AREAS TO BE CARSONINDUSTRIES 1730-18 BCFXL METER BOX WITH 1730 COVER.2.PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW, FEMALEFITTINGS ARE PROHIBITED IN CONJUNCTION WITH METALLIC MALE FITTINGS.3.ALL INSTALLATIONS MUST MEET MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOHAPPROVED INSTALLATION LIST.4.TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLYTESTER UPON INSTALLATION AND ANNUALLY THEREAFTER; ASSEMBLY TO BE MAINTAINED BY OWNER.5.USE PIPE DOPE ON ALL GALV. FITTINGSPLASTIC VALVE BOX CARSON 0910OR EQUALGATE VALVEPRESSURE REDUCING VALVEFEBCO PRV-1 INSTALL SIDEWAYSGALVANIZED UNIONAPPROVED DOUBLE CHECK VALVE(SEE IRRIGATION SCHEDULE)AMETEK BOX OR 2" DIAMETERP.V.C.WITH LOCKING CAP.GALVANIZED UNIONQUICK COUPLING VALVE(SEE IRRIGATION SCHEDULE)1" WASHED GRAVEL UNDERENTIRE ASSEMBLY 6" DEPTH, BLOCK UNITAS REQUIRED.TEST COCKS TO FACE SIDEWAYS ALLOW6" MIN. CLEARANCE BETWEEN THEM ANDTHE SIDE OF BOX.GALVANIZED UNIONGALVANIZED UNION1HUNTER WRF-CLIK WIRELESS RAIN/FREEZE SENSOR3PLASTIC TIE DOWN STRAP2EAVE OF BUILDING3124MOUNTING BRACKET4INTERIOR WALLAPPROVED VALVE BOX WITH BOLT DOWNMCMQNOTES:1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY.2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX.3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT.4. PROVIDE 6" DEPTH DRAIN ROCK.REMOTE CONTROL VALVESPRINKLER HEADIRRIGATION WATER METER (3/4")MASTER CONTROL VALVEVALVE BOXGALVANIZED PIPE TO POINT OF CONNECTIONBRASS QUICK COUPLER VALVE (RAINBIRD 44LRC)VALVE BOX (CARSON JUMBO BOX)APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON)PVC IRRIGATION MAIN (SCHEDULE 40)FLOW SENSORFROM SOURCEWILKENS Y5 100 STRAINER 1 1/2"PVC PIPE (SCHEDULE 80)MUELLER SHUT OFF VALVEPRESSURE REDUCING VALVEDRAIN VALVEMODEL X-CORE-X00iCONTROL WIRE IN ELECTRICALCONDUIT. SIZE AND TYPEPER LOCAL CODEPLUG-IN TRANSFORMERHEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACHADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BESPACED FURTHER THAN 12' ALL DIRECTIONS.HEAD TO HEAD LAYOUT NOTE: PLAN VIEWALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THETURF, 4" FROM EDGE OF BED.NOTES:1.USE 4" POP-UPS IN TURF AREAS AND 12" POP-UPS IN SHRUB OR GROUND COVERAREAS.SPRAY HEAD SECTION VIEWNOTES:1.USE 4" POP-UPS IN TURF AREAS AND 6" POP-UPS INSHRUB OR GROUND COVER AREAS, AS SHOWN INIRRIGATION SCHEDULE.2.USE TEFLON TAPE AT ALL TREADED FITTINGSSPRAY OR BUBBLER NOZZLEFLUSH W/ FINISH GRADENOZZLE & BODY PER SPECIFICATIONSUSE BOTTOM INLET ONLYSCH 40 PVC STREET ELL AND SWING PIPE 90POLY PIPE30" MAX. LENGTHSCH 40 PVC STREET ELL AND SWING PIPE 90SCH 40 PVC FITTINGS, TYP.LATERAL, TYP.SIZE AS INDICATED ON PLAN12" MIN24" MAX.15" MIN.30" MIN.50" MIN. UNINTERRUPTED FLOWSTANDARD VAULT PER SPECIFICATIONSTEE WITH 1" FLOW SENSOR,SEE SPECS.NOTES:1. DO NOT ALLOW VAULT TO REST ON PIPE2. PROVIDE MIN. 6" DEPTH DRAIN ROCK.3. USE PE-89 WIRE FOR CONNECTION TO FLOW MONITOR.MAIN LINE BUSHING, TYPICALMAIN LINE SECTION18" MIN.TO MASTER VALVEFLOWPVC SCH 80FINISH GRADE24"12"CONCRETE SIDEWALKROOT BARRIER12"MAINLINE AND LATERAL TRENCHING24"1. SLEEVES REQUIRED UNDER ALL PAVED AREAS.2. DUCT TAPE ENDS OF SLEEVE PIPE3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIORSLEEVE TRENCHING24"FLINE FLUSHING VALVEAREA PERIMETERLATERAL TUBINGSTART CONNECTION ADAPTEREXHAUST HEADERTEESUPPLY HEADERREMOTECONTROLVALVE WITHFILTER ANDPRVBARE COPPER TRACE WIRE 12" GAUGE TAPEDON MAINLINE 15" O.C.1. IN SIDEWALK PLANTING STRIPS PLACE MAINLINEAT 24" DEPTH AND 12" IN FROM SIDEWALK.2. IN SIDEWALK PLANTING STRIPS PLACELATERALS AT 12" DEPTH AND 18" IN FROMSIDEWALK.COMPACTEDCLEAN BACKFILLPVC LATERAL PIPEPVC MAINLINEFIELD CONTROL WIRESTAPED TOGETHER AT10" 0.C. LOCATE 6"FROM SIDE OF MAINLINECOMPACTED CLEANBACK-FILL OR BEDDINGSAND, 6" DEPTH BELOWPIPEASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERSCOMPACTED BACKFILL FROM NATIVE SOIL5/8 MINUS CRUSHED ROCK BEDDINGPVC SLEEVE24" MIN2" CLEAR TYP.3" MAXFLUSH W/ FINISH GRADECARSON 10" ROUND VAULT WITH LOCKING LID3/4" QUICK COUPLER VALVESS HOSE CLAMP (2)SCH 80 PVC NIPPLESCH. 40 PVC ST. ELL & 90 DEG. ELLSCH 80 PVC NIPPLE, 1" x 12" LENGTHSCH 40 PVC ST. ELLSTEEL 'T' FENCE POST, 36" LENGTHSCH 40 PVC MAIN LINECONTROL ZONE KIT: (INCLUDES BALLVALVE, VALVE, AND PRESSUREREGULATING BASKET FILTER)USE NO PIPE DOPE4" MIN.PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED)30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION TYP.CARSON JUMBO VALVE BOX WITH 'T' TYPE COVER FLUSH WITH FINISH GRADEPVC LATERALPVC SCH 40 MALE ADAPTERPVC SCH 80 UNION FORSERVICING ASSEMBLY (2)PVC MAINLINE6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVELBRICK (1 OF 4)PVC SCH 40 TEE OR ELLPVC SCH 40 TEE OR ELLDETAIL: QUICK COUPLER VALVENOT TO SCALEDETAIL: FLOW SENSORNOT TO SCALEDETAIL: TRENCHINGNOT TO SCALEDETAIL: HEAD LAYOUTNOT TO SCALEDETAIL: POP-UP SPRAY HEADNOT TO SCALEDETAIL: DRIP ZONE CONTROL VALVENOT TO SCALEDETAIL: DRIP LINE LAYOUTNOT TO SCALEDETAIL: CONTROLLER WALL MOUNTNOT TO SCALEDETAIL: RAIN SENSOR (ROOF MOUNT)NOT TO SCALEDETAIL: POINT OF CONNECTIONNOT TO SCALEIN COMPLIANCE WITH CITY OF RENTON STANDARDSCURRENT PLANNINGmherrera 05/17/2018
LOT 1SO. PUGET DRIVE SO. PUGET DRIVE 12131 113TH AVENUE NE, #203 (TEL) 425 821-3665KIRKLAND, WASHINGTON 98034(FAX) 425 825-843447363REENIGNELANOISSEFORPDERETSIGER NOTGNIHSAWFOETATSRYAN PETERSONT-397318STREET_LIGHTING_PLANC:17-004161PR:17-000462
SHEET_NUMBER PUGET_DRIVE_TOWNHOMES TRO-41-3973
IN COMPLIANCE WITH CITY OF RENTON STANDARDSpole id numbers and gps coordinates will be provided in the as-built luminare pole schedule.EXISTING JUNCTION BOX SHOULD BE LEVEL WITH NEW PAD FOLLOWING COR STANDARD PLAN 121 (TO BE INCORPORATED WITH THE NEW STREET LIGHT FOUNDATION).TRANSPORTATION OPERATIONcbarnes 05/21/201801
12131 113TH AVENUE NE, #203 (TEL) 425 821-3665KIRKLAND, WASHINGTON 98034(FAX) 425 825-843447363REENIGNELANOISSEFORPDERETSIGER NOTGNIHSAWFOETATSRYAN PETERSONPUGET_DRIVE_TOWNHOMESSHEET_NUMBER
STREET_LIGHTING_DETAILST-397319PR:17-000462 C:17-004161
TRO-41-3973
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTRANSPORTATION OPERATIONcbarnes 05/21/201802