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PROPERTY NO:
21 070
TG
SS
AUGUST 2024
31
24 SOUTH EAGLE ROAD
MERIDIAN, IDAHO
EAGLE RETAIL
ING
LEWOOD PLACE SUBDIVISION NO. 2 - LOT 2
L0.01
LAN DSC APE
N O TES &
S PECIFICATI O N S
CO M M O N EARTH WORK N OTES
1 .VERIFICATION OF CO N DITION S :
A.FORTY-EIG H T (48) H OURS MINIM UM BEFORE
PERFORMIN G ANY WORK ON SITE, CONTACT TH E
APPROPRIATE UNDERG ROUN D UTILITY SERVICE
AG EN CY TO ARRANGE FOR UTILITY LOCATION
S ERVICES.
B.PERFORM MINOR, INVESTIG ATIVE EXCAVATION S TO
VERIFY LOCATION OF VARIOUS EXISTING
UNDERGRO UN D FACILITIES AT SUFFICIENT LOCATION S
TO ASS URE TH AT NO CONFLICT WITH TH E PROPOS ED
WORK EXISTS AN D SUFFICIENT CLEARAN CE IS
AVAILABLE TO AVOID DAM AG E TO EXISTING FACILITIES.
C.PERFORM INVESTIG ATIVE EXCAVATING TEN (1 0) DAYS
MIN IMUM IN ADVANCE OF PERFORM ING AN Y
EXCAVATION OR UNDERG ROUND WORK.
D.UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH
EXISTIN G FACILITIES, NOTIFY ARCHITECT BY PHO N E OR
FAX WITH IN TWENTY-FO UR (24) HOU RS . FOLLOW
TELEPH ON E O R FAX NOTIFICATION WITH LETTER AN D
DIAGRAMS IN DICATIN G CON FLICT OR PROBLEM AND
S UFFICIEN T M EAS U REMENTS AND DETAILS TO
EVALUATE PROBLEM.
2.PROTECTION :
A.S PILLAG E:
1 .AVOID SPILLAG E BY COVERIN G AND SECURING
LOADS WH EN H AU LING ON O R ADJ ACEN T TO PUBLIC
STREETS OR HIG H WAYS.
2.REMO VE SPILLAGE AN D SWEEP, WASH , OR
OTHERWISE CLEAN PROJ ECT, STREETS, AN D
HIG H WAYS.
B.DUST CONTROL:
1 .TAKE PRECAUTIONS N ECESSARY TO PREVENT DUST
NUISAN CE, BOTH ON-SITE AN D ADJ ACENT TO
PUBLIC AN D PRIVATE PROPERTIES.
2.CORRECT OR REPAIR DAMAG E CAUSED BY DU S T.
C.EXISTIN G PLANTS AND FEATURES:
1 .DO N OT DAMAG E TOPS, TRU N KS , AND ROOTS OF
EXISTIN G TREES AND SH RUBS O N SITE THAT ARE
IN TEN DED TO REM AIN.
2.DO N OT US E HEAVY EQUIPMENT WITH IN BRAN CH
SPREAD.
3.IN TERFERIN G BRAN CH ES M AY BE REMOVED ONLY
WITH PERM ISSION OF ARCH ITECT.
4.DO N OT DAMAG E OTH ER PLANTS AN D FEATURES
TH AT ARE TO REM AIN.
5. PROTECT UTILITIES AND SITE ELEM EN TS FROM
DAMAGE.
6.LIMIT US E OF H EAVY EQUIPM EN T TO AREAS NO
CLOSER THAN 6 FEET (1 .80 M ETER) FROM BUILDING
OR OTH ER PERM AN EN T S TRU CTU RES .
3.REPAIR / RESTORATION:
A.ADJ UST EXISTING COVERS, BOXES, AND VAULTS TO
G RADE.
B.REPLACE BRO KEN OR DAMAGED COVERS, BOXES, AN D
VAULTS.
C.INDEPENDEN TLY CON FIRM S IZE, LOCATION , AN D
N UMBER OF CO VERS , BOXES , AND VAULTS THAT
REQUIRE ADJ USTMENT.
4.N ON-CON FORMIN G WORK:
A.IF S PECIFIED PROTECTION PRECAUTION S ARE N OT
TAKEN OR CORRECTIONS AN D REPAIRS NOT M ADE
PROMPTLY, OWN ER M AY TAKE S U CH STEPS AS MAY BE
DEEMED N ECESSARY AND DEDUCT COSTS OF S U CH
FROM M ON IES DUE TO CONTRACTOR. SUCH ACTION OR
LACK OF ACTION ON O WNER'S PART DOES N OT RELIEVE
CONTRACTOR FROM RESPONSIBILITY FOR PROPER
PROTECTIO N OF TH E WORK.
PLAN TIN G N OTES :
1 . BEFORE PROCEEDING WITH WORK, CH ECK AND VERIFY
DIMENSION S AND QUANTITIES. REPORT VARIATIO N S
BETWEEN DRAWING S AN D SITE TO LAN DSCAPE ARCH ITECT
BEFORE PROCEEDING.
2.PLANT TOTALS ARE FOR CON VEN IENCE ON LY AN D ARE N OT
G U ARANTEED. VERIFY AM OUN TS SHOWN ON CONTRACT
DOCUMENTS. ALL PLANTING INDICATED ON CON TRACT
DOCUMENTS IS REQUIRED UN LESS IN DICATED OTHERWISE.
3.LAYOUT IN DIVIDUAL TREE AN D SHRU B LOCATION S AND
AREAS FOR M ULTIPLE PLANTIN GS:
A.S TAKE LOCATIONS AN D OUTLIN E AREAS.
B.S ECURE LANDSCAPE ARCHITECT'S APPROVAL BEFO RE
PLAN TING .
C.M AKE M INOR ADJ U S TM ENTS AS MAY BE REQU ES TED.
4.M AINTENANCE:
A.G EN ERAL:
1 .BEFORE BEGINNING MAIN TEN AN CE PERIOD, PLANTS
S H ALL BE IN AT LEAST AS S OUND, HEALTH Y,
VIG OROU S , AN D IN APPROVED CONDITION AS WHEN
DELIVERED TO S ITE, UNLESS ACCEPTED BY
ARCH ITECT IN WRITING AT FIN AL LAN DSCAPE
INSPECTION .
2.M AINTAIN LANDS CAPIN G FOR TH IRTY (30)
CONTINU OUS DAYS MIN IMUM AFTER SUBSTAN TIAL
COMPLETION . IF MAINTENANCE PERIOD IS
INTERRUPTED BY NON -G ROWIN G SEASON OR
IRRIG ATION WINTER SHUT-DOWN, BEG IN
M AINTENANCE PERIOD AFTER S TART OF GROWING
S EAS ON AS AG REED WITH ARCH ITECT, AN D
CONTINU E ONE (1 ) CONTIN U OUS M ON TH
TH EREFROM.
3.REPLACE LAN DSCAPIN G TH AT IS DEAD OR APPEARS
U N H EALTH Y OR NON -VIG OROUS AS DIRECTED BY
ARCH ITECT BEFORE EN D OF MAINTENAN CE PERIOD.
M AKE REPLACEM EN TS WITH IN TEN (1 0) DAYS O F
N OTIFICATION. LAWN BEIN G REPLACED S H ALL BE
G UARANTEED AN D MAIN TAINED AN ADDITIONAL
TH IRTY (30) DAYS FROM DATE OF REPLACEMENT.
B.S EEDED LAWN:
1 .SEEDED LAWN AREAS WILL N OT BE ACCEPTED AS
COMPLETE AND THIRTY (30) DAY MAINTENAN CE
PERIOD WILL NOT BEGIN UNTIL UN IFORM STAND OF
G RASS AT LEAST 3 IN CH ES (75 MM) TALL HAS BEEN
OBTAINED.
2.AFTER G RASS IS ESTABLISHED AND 3 IN CHES (75 MM)
TALL, MOW LAWN AREAS AT LEAST WEEKLY TO A
H EIG HT OF 2 INCHES (50 M M). DURIN G THIS PERIOD,
PERFORM WORK N ECESSARY TO MAIN TAIN A FULL,
EVEN STAND OF G RAS S .
3.AT END OF TH IRTY (30) DAYS OF M AINTENANCE
PERIOD, FERTILIZE LAWNS.
4.APPLY HERBICIDES AS N ECES S ARY IN ORDER TO
OBTAIN WEED FREE LAWN. APPLY HERBICIDE IN
ACCORDANCE WITH MANUFACTURER'S
INSTRUCTION S DURING CALM WEATH ER WH EN AIR
TEM PERATURE IS BETWEEN 50 AND 80 DEG F (1 0 AN D
27 DEG C).
C.S ODDED LAWN:
1 .M AINTAIN SODDED LAWN AREAS UNTIL LAWN
COMPLIES WITH SPECIFIED REQU IREMEN TS AND
TH ROUG HOUT MAIN TEN AN CE PERIOD.
2.WATER SODDED AREAS IN SU FFICIENT QUANTITIES
AN D AT REQUIRED FREQU EN CY TO M AINTAIN
SU B-SOIL IMMEDIATELY UNDER SOD CON TINUOUS LY
M OIST 3 TO 4 INCHES (75 TO 1 00 M M) DEEP.
3.CU T G RAS S FIRST TIME WH EN IT REACH ES 3 IN CHES
(75 M M ) H IGH. CON TINUE TO MOW AT LEAST ON CE
EACH WEEK THRO UG H OUT MAINTENAN CE PERIOD.
REMOVE CLIPPING S.
4.APPLY HERBICIDE AS NECES S ARY TO MAIN TAIN
WEED-FREE LAWN . APPLY HERBICIDE IN
ACCORDANCE WITH MANUFACTURER'S
INSTRUCTION S DURING CALM WEATH ER WH EN AIR
TEM PERATURE IS BETWEEN 50 AND 80 DEG F (1 0 AN D
27 DEG C).
5.AT END OF TH IRTY (30) DAY M AINTENANCE PERIOD,
FERTILIZE LAWN S.
D.TREES, S H RU BS, AN D PLANTS:
1 .M AINTAIN BY PRUNIN G , CULTIVATING, AND WEEDIN G
AS REQUIRED FO R H EALTHY G ROWTH .
2.RESTORE PLANTIN G BAS IN S.
3.TIG HTEN AN D REPAIR STAKE AND G U Y S U PPORTS
AN D RESET TREES AN D SHRUBS TO PROPER G RADES
OR VERTICAL POSITIONS AS REQUIRED.
4.SPRAY AS REQUIRED TO KEEP TREES AN D S H RUBS
FREE OF IN SECTS AN D DISEASE.
5.PROVIDE S UPPLEMENTAL WATER BY H AN D AS
N EEDED IN ADDITION TO WATER FROM SPRIN KLING
SYS TEM .
5.PROTECTION:
A.PROTECT PLANTED AREAS AGAINST TRAFFIC OR O THER
U S E IMMEDIATELY AFTER PLAN TING IS COMPLETED BY
PLACIN G ADEQUATE WARN ING SIGN S AN D BARRICADES.
B.PROVIDE ADEQUATE PROTECTION OF PLANTED AREAS
AG AINST TRESPASS IN G, EROSION, AN D DAM AG E OF AN Y
KIND. REMOVE TH IS PROTECTION AFTER ARCHITECT
H AS ACCEPTED PLAN TED AREAS.
C.TAKE CARE IN PERFORMIN G LANDSCAPIN G WORK TO
AVOID CONDITIONS THAT WILL CREATE HAZARDS. POST
S IG NS OR BARRIERS AS REQUIRED.
D.PROVIDE ADEQUATE MEANS FO R PROTECTION FRO M
DAMAG E TH ROUGH EXCESSIVE EROSION , FLOODING,
H EAVY RAINS, ETC. REPAIR OR REPLACE DAMAGED
AREAS.
E.KEEP S ITE WELL DRAINED AND LAN DSCAPE
EXCAVATIONS DRY.
6.WARRAN TY:
1 .PROVIDE WRITTEN WARRANTIES AS FOLLO WS:
A.WARRAN TY WILL EXTEN D TH IRTY (30) CON TINUO U S
DAYS M INIM UM AFTER S UBSTAN TIAL COM PLETION. IF
A CONTIN U OUS FIRST TH IRTY (30) DAYS OF TH E
WARRAN TY PERIOD IS INTERRUPTED BY
N ON -G ROWIN G SEASO N OR IRRIG ATIO N WIN TER
SH UT-DOWN , BEG IN WARRAN TY PERIOD AFTER
START OF GROWIN G SEASON AS AGREED ON WITH
ARCH ITECT. THEREAFTER, CONTIN U E WARRAN TY
PER THE PERIOD DESCRIBED HEREIN .
B.WARRAN TY SH RUBS, G ROUND COVERS, AND VIN ES
TO LIVE AND REMAIN IN STRON G, VIG OROUS, AND
H EALTH Y CON DITION FOR 90 DAYS MINIMUM FROM
DATE OF S U BSTANTIAL COM PLETION.
C.WARRAN TY TREES TO LIVE AND REMAIN IN
STRON G , VIG OROUS, AN D HEALTHY CON DITION FOR
ON E YEAR FROM DATE OF SUBSTANTIAL
COMPLETION.
D.WHEN TREES ARE COMPLETELY ACCEPTED AT END
OF WARRANTY PERIOD, REMOVE S TAKING.
7.DELIVERY, STORAG E, AND H ANDLING :
A.DELIVERY AN D ACCEPTAN CE REQUIREMENTS:
1 .DELIVER TREES, SHRUBS , GROUN D COVERS, AND
PLAN TS AFTER PREPARATION S FOR PLAN TING HAVE
BEEN COMPLETED AND INSTALL IMMEDIATELY.
2.DO N OT PRUN E BEFORE DELIVERY, EXCEPT AS
APPROVED BY LAN DS CAPE ARCHITECT.
3.PROTECT BARK, BRANCHES, AND ROOT SYSTEMS
FROM SUN S CALD, DRYING, WH IPPIN G , AN D OTHER
HANDLIN G AND TYIN G DAM AG E.
4.DO N OT BEN D OR BIND-TIE TREES OR SHRUBS IN
SUCH A MANNER AS TO DES TROY N ATU RAL SH APE.
5.PROVIDE PROTECTIVE COVERING DURING DELIVERY.
B.STORAG E AND H AN DLING REQUIREMENTS;
1 .HANDLE BALLED STOCK BY ROOT BALL OR
CONTAINER. DO NOT DROP TREES AN D SHRUBS
DURIN G DELIVERY.
2.IF PLAN TING IS DELAYED M ORE TH AN SIX H OURS
AFTER DELIVERY, SET PLAN TING MATERIALS IN
SHADE AN D PROTECT FROM WEATH ER AN D
MECHAN ICAL DAMAGE.
3.SET BALLED STOCK ON G ROUND AN D CO VER BALL
WITH SO IL, S AW DUST, OR OTH ER ACCEPTABLE
MATERIAL APPROVED BY LANDSCAPE ARCHITECT.
4.DO N OT REMOVE CONTAINER-G ROWN S TOCK FROM
CONTAINERS BEFORE TIME OF PLAN TING.
5.DO N OT STORE PLANT MATERIAL ON PAVEMENT.
6.WATER ROOT SYS TEM S OF TREES AN D SHRUBS
STO RED ON S ITE WITH FINE S PRAY. WATER AS
OFTEN AS NECESSARY TO M AINTAIN ROOT SYSTEMS
IN MOIST CON DITION . DO N OT ALLOW PLANT
FOLIAGE TO DRY O UT.
8.PLAN T M ATERIAL:
A.CONFO RM TO REQU IREMEN TS OF PLANT LIST AND KEY
ON CONTRACT DOCUMEN TS AN D TO AN LA / AN SI Z60.1 .
B.PLAN T N AMES U SED IN PLANT LIST CON FORM TO
'STANDARDIZED PLANT NAM ES ' BY AMERICAN J OIN T
COM MITTEE ON HO RTICULTURAL N OMEN CLATURE
EXCEPT IN CASES NOT COVERED. IN THESE
IN S TAN CES, FOLLOW CUSTOM OF NURS ERY TRADE.
PLAN TS S H ALL BEAR TAG SH OWIN G G EN US, S PECIES,
AND VARIETY OF AT LEAST 1 0 PERCENT OF EACH
SPECIES DELIVERED TO SITE.
C.QUALITY:
1 .PLAN TS SH ALL BE SOUN D, H EALTHY, VIG OROUS,
FREE FROM PLANT DIS EAS E, IN S ECT PESTS OR
TH EIR EG GS, NOXIOUS WEEDS, AN D HAVE
HEALTHY, NORM AL ROOT SYSTEMS. CONTAINER
STO CK SH ALL BE WELL ESTABLISH ED AN D FREE
OF EXCESS IVE ROOT-BOUN D CONDITIO N S.
2.DO N OT PRUN E PLANTS OR TOP TREES PRIOR TO
DELIVERY.
3.PLAN T M ATERIALS SHALL BE SUBJ ECT TO
APPROVAL BY LANDSCAPE ARCHITECT AS TO SIZE,
HEALTH, QUALITY, AND CHARACTER.
4.BARE ROOT TREES ARE NOT ACCEPTABLE.
5.PROVIDE PLANT MATERIALS FROM LICENSED
NURSERY OR GROWER.
D.MEASU REM EN TS:
1 .MEASU RE HEIGH T AND SPREAD OF SPECIM EN PLANT
MATERIALS WITH BRAN CH ES IN THEIR N ORMAL
POSITION AS IN DICATED ON CON TRACT DOCUMENTS
OR PLAN T LIS T.
2.MEASU REM EN T SHOULD BE AVERAG E OF PLAN T, N OT
GREATEST DIAM ETER. FOR EXAMPLE, PLAN T
MEASURIN G 1 5 IN CH ES (375 MM) IN WIDEST
DIRECTION AN D 9 INCHES (225 MM) IN N ARROWEST
WOU LD BE CLASSIFIED AS 1 2 IN CH (300 MM) STOCK.
3.PLAN TS PROPERLY TRIMM ED AND TRANSPLANTED
SHOULD MEASURE SAM E IN EVERY DIRECTION .
4.MEASU RE CALIPER OF TREES 6 IN CHES (1 50 MM)
ABOVE S URFACE OF G ROUND.
5.WHERE CALIPER OR OTH ER DIMENSION S OF PLAN T
MATERIALS ARE OMITTED FROM PLAN T LIST, PLAN T
MATERIALS SHALL BE N ORMAL STOCK FOR TYPE
LISTED.
6.PLAN T M ATERIALS LARG ER TH AN TH OS E SPECIFIED
MAY BE S UPPLIED, WITH PRIOR WRITTEN APPROVAL
OF LANDS CAPE ARCHITECT, AND:
a)IF COMPLYIN G WITH CON TRACT DOCUMENT
REQUIREMENTS IN ALL OTHER RESPECTS.
b)IF AT N O ADDITIONAL COST TO OWN ER.
c)IF SIZES OF ROOTS OR BALLS ARE INCREAS ED
PROPORTIONATELY.
E.SHAPE AN D FORM:
1 .PLAN T M ATERIALS SHALL BE SYMM ETRICAL OR
TYPICAL FO R VARIETY AND SPECIES AND CON FORM
TO MEASUREMEN TS SPECIFIED IN PLANT LIST.
2.WELL GROWN M ATERIAL WILL G ENERALLY H AVE
HEIG H T EQU AL TO OR G REATER TH AN SPREAD.
HOWEVER, S PREAD SHALL NOT BE LESS THAN 2/3'S
OF H EIGHT.
9.EXCAVATION:
A.IF UNDERGROU N D CON STRUCTION WORK OR
OBS TRUCTIONS ARE ENCOU N TERED IN EXCAVATION OF
PLANTING HOLES, LAN DSCAPE ARCHITECT WILL S ELECT
ALTERNATE LOCATION S.
B.PLANT EXCAVATION SIZE:
1 .DIAMETER: TWICE DIAMETER OF ROOT BALL OR
CONTAINER MINIMUM.
2.DEPTH: EQUAL TO CONTAIN ER O R ROOTBALL DEPTH.
C.UNLESS EXCAVATED MATERIAL M EETS TOPSOIL
REQU IREMENTS AS SPECIFIED IN "TOPSOIL & G RADIN G
NOTES", REMOVE FROM LANDSCAPE AREAS AND DO N OT
USE FOR LANDSCAPIN G PU RPOSES.
D.ROUG H EN SIDES AND BOTTOMS OF EXCAVATION S .
E.WITH APPROVAL OF LANDSCAPE ARCHITECT, SELECT FIVE
(5) TYPICAL PLANTIN G EXCAVATION S THRO U G H OUT SITE
FOR DRAINAG E TESTIN G .
1 .THAT WATER DRAINS AWAY AT RATE OF 3 IN CHES (75
MM) PER HOUR MINIMUM . INFO RM LANDSCAPE
ARCHITECT IN WRITIN G OF EXCAVATIONS WH ERE
WATER DOES N OT DRAIN PROPERLY.
2.SELECT THREE (3) EXCAVATIONS APPROXIMATELY 5
FEET (1 500 M M ) AWAY FROM EACH N ON-DRAININ G
EXCAVATION AN D REPEAT TES TS. CONTIN UE TESTIN G
PROCESS UN TIL NON -DRAIN ING AREAS H AVE BEEN
IDEN TIFIED.
3.IN EXCAVATIONS LOCATED IN IDENTIFIED NON-DRAIN ING
AREAS, AUGER 6 IN CH (1 50 M M) DIAM ETER HOLE 4 FEET
(1 200 MM) DEEP IN LOW POIN T OF EACH EXCAVATION
AND FILL WITH TAM PED PLANTIN G MIX.
4.DO N OT PLAN T TREES OR SH RUBS IN HOLES THAT DO
NOT PROPERLY DRAIN .
1 0.PLANTIN G :
1 .REMOVIN G BIN DERS AND CONTAIN ERS:
A.REMOVE TOP ONE / TH IRD OF WIRE BAS KET AND
BU RLAP BIN DERS.
B.REMOVE PLASTIC AND TWIN E BIN DERS FROM
AROUN D ROOT BALL AND TREE TRUNK.
C.REMOVE PLASTIC CO N TAINERS.
D.REMOVE WOOD BOXES FROM AROUN D ROOT BALL.
REMOVE BOX BOTTOM S BEFORE POSITION IN G PLANT
IN H OLE. AFTER PLANT IS PARTIALLY PLANTED,
REMOVE REM AINDER OF BOX WITH OUT INJ URIN G
ROOT BALL.
2.PLAN T IM MEDIATELY AFTER REMOVING BINDING
M ATERIAL AND CONTAIN ERS:
A.PLACE TREE AN D SHRUB ROOT BALLS ON
U N DISTURBED SOIL.
B.AFTER WATERIN G AND SETTLIN G , TOP OF TREE ROOT
BALLS SH ALL BE APPROXIM ATELY TWO IN CH ES (50
M M) HIG H ER TH AN FIN ISHED G RADE AND TRUNK
FLARE IS VISIBLE.
C.SH RUB RO OT BALLS SHALL BE APPROXIM ATELY ON E
INCH (25 M M ) H IGHER THAN FINISH ED GRADE.
3.PROPERLY CUT OFF BROKEN OR FRAYED ROOTS .
4.CEN TER PLANT IN H OLE, REMOVE REMAININ G WIRE
BAS KET AND BURLAP TAKIN G CARE N OT DO DAM AG E
ROOT BALL:
A.REPLACE DAMAG ED MATERIAL.
B.BACKFILL WITH SPECIFIED PLANTIN G MIX.
C.EXCEPT IN HEAVY CLAY SO ILS, MAKE RIN G OF
M OUNDED S OIL AROU N D HOLE PERIMETER TO FORM
WATERING BASIN .
5.ADD FERTILIZER IN PLANT PIT AS PER ‘TOPS OIL TESTIN G
REPORT’ AND DURIN G PROPER SEASO N .
6.FILL LAN DSCAPE EXCAVATION S WITH TAMPED PLANTIN G
M IX AN D RECOM MENDED FERTILIZER:
A.COMPACT IN 6 IN CH (1 50 MM) LIFTS.
B.SETTLE BY WATERING TO ENSURE TOP OF ROOT
BALL IS 2 INCHES (50 MM ) H IGHER FOR TREES AND
ON E IN CH (25 MM ) HIG HER FOR SHRU BS THAN
SU RROUNDIN G SO IL FOLLOWIN G COM PACTIO N AND
SETTLIN G .
7.DO NOT USE M UDDY SOIL FOR BACKFILLIN G .
8.M AKE ADJ USTMENTS IN POSITION S OF PLAN TS AS
DIRECTED BY LANDS CAPE ARCHITECT.
9.TH OROUGHLY WATER TREES AN D SHRUBS IMM EDIATELY
AFTER PLAN TING .
1 0.AT BASE OF EACH TREE, LEAVE 36 IN CH (900 MM)
DIAMETER CIRCLE FREE OF AN Y G RASS .
IRRIG ATION NO TES
1 . FURNIS H AND INSTALL LANDSCAPE IRRIG ATIO N SYSTEM AS
DESCRIBED IN CON TRACT DOCUMEN TS COMPLETE WITH
ACCESSORIES NECES SARY FOR PROPER FUNCTION .
2. FIELD TESTS AND INS PECTIONS:
A.IRRIG ATION S YSTEM:
1 .SYS TEM PRESSURE TEST:
a)N OTIFY LAN DSCAPE ARCH ITECT TWO (2) WORKING
DAYS M IN IM UM BEFORE CONDU CTING TEST.
b)IN PRES EN CE OF LAN DSCAPE ARCHITECT,
PRESS U RE TES T MAIN LIN E WITH ALL VALVES
IN STALLED.
c)TES T PRESSURE AT 1 00 PSI (690 KPA) MINIM UM FOR
TWO (2) H OURS MINIM UM.
d)VERIFY THERE ARE NO LEAKS .
e)RECEIVE LANDSCAPE ARCHITECT APPROVAL TO
PROCEED PRIOR TO BACKFILLIN G .
2.TEST REPORT:
a)FOLLO WIN G PRESSURE TEST, CREATE PRES SURE
TES T REPORT. DOCUMENT PRESSURE TES T
RES ULTS THROUG H PROVIDIN G PHOTOS, LISTING
PROCESSES U SED, ISSUES ENCOUN TERED, AN D
MEASURES TAKEN TO CORRECT PROBLEMS.
B.SUBSTANTIAL COMPLETION WALKTHROUG H :
1 .LANDSCAPE ARCHITECT O R DESIG N ATED
REPRES EN TATIVE(S) WILL IN SPECT SITE AND CREATE
LIST OF N ON-CON FORMIN G ITEMS TO BE RESOLVED
PRIOR TO LAN DS CAPE FIN AL ACCEPTAN CE. DATE ON
THIS LIS T WILL ACT AS DATE OF LAN DSCAPE
SUBS TAN TIAL COMPLETION .
2.IN STALLATION S COM PLETED AFTER WATER SOURCE
H AS BEEN TU RN ED OFF FOR SEASON , AS DETERMIN ED
BY LANDSCAPE ARCHITECT, WILL BE INSPECTED
FOLLOWING SPRING AFTER SYSTEM CAN BE CHECKED
FOR PROPER OPERATION .
C.IRRIG ATION APPROVAL:
1 .IRRIG ATION WILL BE APPROVED WHEN ALL
N ON -CON FORMIN G WORK IS BROUGH T IN TO
CON FORMANCE.
2.CORRECT AN Y WORK FOU N D DEFECTIVE OR N OT
COMPLYING WITH CO N TRACT DOCUMENT
REQU IREMEN TS AT N O ADDITIO N AL COS T TO OWNER.
3.WINTERIZATION AND SPRIN G START-UP:
DURIN G FIRST YEAR O F OPERATION , INSTALLER S H ALL
SHUT-DOWN IRRIG ATION SYSTEM PRIO R TO FREEZING
TEMPERATURES AND RE-START IRRIGATION SYSTEM AT
BEG IN N ING OF GROWIN G SEASO N :
A.WINTER SH UT-DOWN IS INTENDED TO REM OVE ALL
POTENTIALLY DAMAG ING WATER FROM IRRIG ATION
SYSTEM. PERFORM FOLLOWING AS WELL AS AN Y
O THER EFFORTS N ECESSARY TO PROPERLY
WINTERIZE SYSTEM:
1 )TURN OFF WATER SOURCE AT POINT OF
CON N ECTIO N .
2)BLO W O U T SYSTEM WITH PRESSURIZED AIR,
TURN IN G ON EACH VALVE UN TIL WATER IS CLEARED
OUT OF SYSTEM. RUN THROU G H SYSTEM TWICE.
ON LY BLOW OUT COM PON ENTS SU ITABLE TO
RECEIVE PRESS URIZED AIR. HYDROMETERS, FOR
IN STANCE, SHOULD N OT BE BLOWN OUT. DO NOT
U SE EXCESSIVE AIR PRESSURE TH AT WILL DAM AG E
PIPES AND PARTS.
3)TURN CONTROLLER OFF OR IF AVAILABLE TURN TO
PERTINENT WIN TERIZATION.
4)OPEN ALL MANUAL DRAIN VALVES .
5)DRAIN, WRAP, PROTECT, OR REMOVE AN Y
BACKFLOW DEVICE EXPOS ED TO FREEZING
TEMPERATURES US IN G M AN UFACTURER’S
RECOMMENDATIONS AN D BEST PRACTICES .
COORDIN ATE METHO D WITH OWN ER’S
REPRES EN TATIVE.
6)DRAIN AN D REMOVE PUMPS FOR OWN ER’S
REPRES EN TATIVE STORAG E.
7)DRAIN FILTERS USIN G M AN UFACTURER’S
RECOMMENDATIONS.
8)CH ECK SPRIN KLER HEADS TO MAKE S URE TH EY
ARE BELOW S IDEWALK AN D CURB LEVELS AND N OT
VULNERABLE TO SNOWPLOW DAM AG E. LOWER
H EADS TO PRO PER ELEVATION .
9)N OTIFY OWNER’S REPRESENTATIVE WHEN S YSTEM
H AS BEEN TU RN ED OFF.
B.SPRIN G S TART-U P SHALL IN CLU DE FOLLOWING :
1 )CLO S E ALL MAN UAL VALVES.
2)CLEAN PUMP FILTERS AN D REPLACE IF N ECES SARY.
3)REM OVE FREEZE PROTECTION AS REQU IRED.
4)TURN ON WATER SOU RCE AT POIN T OF CONNECTION .
5)VERIFY THAT CONTROLLER(S ) AND RAIN SENSOR ARE
PROPERLY OPERATING . CHANGE BATTERY IN
CON TROLLER(S) AND S EN SOR(S ) AS REQUIRED.
6)FLUSH EN TIRE S YSTEM. RUN EACH VALVE FOR TWO (2)
M INUTES TO CH ECK FOR DAMAG E, LEAKS, AND
COVERAG E.
7)REPAIR AN D ADJ UST SYSTEM AS N EEDED. FIN E TUNE
H EADS FOR EFFICIENT COVERAG E.
8)N OTIFY OWNER’S REPRESENTATIVE WHEN S YSTEM
H AS BEEN CH ARG ED AND IS IN FULL REPAIR.
4. SUBMIT M AN UFACTURER'S CUT SH EETS FOR EACH ELEMENT
OF S YS TEM TO TH E LAN DSCAPE ARCH ITECT OR DES IGNATED
REPRESENTATIVE(S ) FOR REVIEW AND APPROVAL PRIOR TO
BEGIN N ING INS TALLATION.
5.CLOSEOUT SUBMITTALS :
A.SUBMITTAL FORMAT: DIG ITAL FORM AT ON LY.
B.O PERATIONS AN D MAIN TEN ANCE DATA:
1 )PROVIDE IRRIG ATIO N SYSTEM OPERATION AND
M AINTENANCE RECOMMEN DATION S.
2)PROVIDE IRRIG ATIO N SYSTEM OPERATION AND
M AINTENANCE RECOMMEN DATION S FROM
M AN UFACTURERS.
3)PROVIDE IRRIG ATIO N SYSTEM WINTERIZATIO N
IN STRUCTION S.
4)PROVIDE PLANT ESTABLIS H MENT PERIOD WATERIN G
SCHEDULE.
5)PROVIDE POS T PLANT ESTABLISH MEN T PERIOD
WATERING SCHEDULE.
C.IRRIG ATION S YSTEM WARRAN TY DOCUMEN TATION .
D.RECORD DOCUMEN TATION :
1 )PROVIDE MAN UFACTURER'S PRINTED LITERATURE AN D
CU T SHEETS FOR EACH ELEMENT OF SYSTEM.
2)TESTIN G AND INSPECTION REPORTS
3)IRRIG ATION RECORD DRAWING S. AS IN S TALLATION
OCCURS, PREPARE ACCURATE RECORD DRAWING TO
BE SUBMITTED BEFORE FINAL INSPECTION,
IN CLUDIN G :
A)DETAIL AND DIMEN SION CH AN G ES M ADE DURIN G
CON STRUCTION . RECORD AT TIME OF
IN STALLATION .
B)S IGNIFICANT DETAILS AN D DIMENSION S NOT
S H OWN IN ORIG IN AL CONTRACT DOCUM EN TS .
C)FIELD DIMENSION ED LOCATIONS OF VALVE BOXES,
MAN UAL DRAIN S , QUICK-COUPLER VALVES,
CON TROL WIRE RU N S NOT IN MAIN LIN E DITCH AND
BOTH ENDS OF SLEEVES.
D)TAKE DIMEN SION S FROM PERMANENT
CON STRUCTED SURFACES OR EDG ES LO CATED AT
OR ABOVE FINISH GRADE.
E)TAKE AND RECORD DIMEN SIONS AT TIME OF
IN STALLATION .
4)PROVIDE PH OTOGRAPH S PRIOR TO BU RIAL OF KEY
ELEM EN TS.
E.FIN AL PAYMENT FOR S YS TEM WILL N OT BE AUTHORIZED
UNTIL CLOSEOUT SUBMITTALS ARE RECEIVED AND
ACCEPTED BY ARCHITECT AND LAN DSCAPE ARCH ITECT..
6. REG ULATORY REQUIREM EN TS:
A.WORK AN D M ATERIALS S H ALL BE IN ACCORDANCE WITH
LATEST RULES AN D REG ULATION S, AND OTHER
APPLICABLE S TATE OR LOCAL LAWS.
B.N OTH ING IN CONTRACT DOCUM EN TS IS TO BE
CONSTRUED TO PERMIT WORK NOT CO N FORMING TO
TH ES E CODES.
7. QUALIFICATIONS:
A.IRRIG ATION SUBCO N TRACTOR:
1 .COMPAN Y SPECIALIZIN G IN PERFORM ING WORK OF
TH IS SECTION .
2.MIN IMUM FIVE (5) YEARS EXPERIEN CE IN IRRIG ATION
SPRIN KLER INSTALLATIONS.
3.MIN IMUM FIVE (5) SATIS FACTORILY CO MPLETED
IRRIGATION SPRIN KLER IN S TALLATIONS IN PAST
TH REE (3) YEARS O F PROJ ECTS SIMILAR IN SIZE,
S COPE, AN D CO MPLEXITY REQUIRED FOR TH IS
PROJ ECT BEFORE BIDDING .
4.USE TRAINED PERSONNEL FAMILIAR WITH
REQUIRED IRRIGATION S PRINKLER PROCEDURES
AN D WITH CON TRACT DOCUMENTS.
5.FOREMAN OR S U PERVISOR REQU IRED TO ATTEN D
SITE MEETING S .
F.UPON REQUEST, S UBMIT DOCUM EN TATION .
B.IRRIG ATION IN S TALLER:
1 .PERFORM INSTALLATION U N DER DIRECTION OF
FOREMAN OR S U PERVISOR.
2.MIN IMUM THREE (3) YEARS EXPERIEN CE IN IRRIGATION
SPRIN KLER INSTALLATIONS S IMILAR IN SIZE, SCOPE,
AND COMPLEXITY.
8. WARRAN TY:
WARRAN TY IRRIG ATION SYSTEM FOR PERIOD OF ONE (1 )
YEAR FROM DATE OF SUBSTANTIAL COMPLETIO N . AS PART
OF WARRANTY, IN S TALLER SHALL PERFORM FOLLOWIN G :
1 )FILLIN G AND REPAIRIN G DEPRES S IONS AN D
REPLACIN G PLANTIN G S DUE TO S ETTLEM EN T OF
IRRIGATION SYSTEM TRENCHES.
2)REPAIRING FAU LTY EQUIPMEN T, WIRIN G AND PIPE
IN STALLATIONS.
3)REPAIRING EQUIPMEN T AN D PIPE N OT PROPERLY
WIN TERIZED.
9. VERIFICATION OF CO N DITION S :
A.PERFORM S OURCE PRESS U RE TES T AT STUB-OUT ON
MAIN WATER LIN E PROVIDED FOR IRRIGATION S YS TEM ,
OR AT NEAR-BY FIRE HYDRAN T.
B.N OTIFY ARCHITECT IF PRESSURES OVER 70 PS I (480 KPA)
OR U N DER 55 PSI (379 KPA) ARE FOU N D TO DETERMIN E IF
S OME RE-DESIG N O F SYSTEM IS N ECES SARY BEFORE
BEG INN IN G WORK ON SYSTEM.
1 0. PROTECTION :
A.REPAIR OR REPLACE WORK DAM AG ED DU RING COURSE
OF WORK AT NO ADDITIONAL COST TO OWN ER. IF
DAMAG ED WORK IS N EW, IN STALLER OF ORIG IN AL WORK
S H ALL PERFORM REPAIR OR REPLACEM EN T.
B.DO N OT CUT EXIS TIN G TREE ROOTS MEASURING OVER 2
INCHES (50 M M) IN DIAM ETER IN ORDER TO INSTALL
IRRIG ATION LIN ES.
11 . LAYOU T OF IRRIG ATION SYSTEM:
A.LOCATION OF IRRIG ATION EQUIPMEN T S H OWN ON
CONTRACT DRAWING S IS APPROXIMATE. ACTUAL
PLACEMENT MAY VARY SLIG H TLY AS IS REQUIRED TO
ACH IEVE FULL, EVEN COVERAGE WITH OUT SPRAYIN G
ONTO BUILDIN G S, SIDEWALKS, FENCES, ETC.
B.DURING LAYOU T, CONSULT WITH ARCHITECT TO VERIFY
PROPER PLACEM EN T AND MAKE RECOMM EN DATIONS ,
WHERE REVISION S ARE ADVISABLE.
C.MINOR ADJ USTMENTS IN SYS TEM LAYOUT WILL BE
PERMITTED TO AVOID EXIS TING FIXED OBS TRUCTIONS .
D.MAKE CERTAIN CHANG ES FROM CON TRACT DOCUMENTS
ARE SHOWN ON RECORD DRAWIN G S.
1 2. TREN CH ING AN D BACKFILLIN G :
A.PULLING OF PIPE IS NOT PERMITTED.
B.EXCAVATE TRENCH ES TO SPECIFIED DEPTH. REMOVE
ROCKS LARG ER TH AN 1 -1 /2 INCH (38 M M) IN AN Y
DIRECTION FROM BOTTOM O F TRENCH. S EPARATE OUT
ROCKS LARG ER TH AN 1 -1 /2 INCH (38 M M) IN AN Y
DIRECTION U N COVERED IN TREN CH ING OPERATION FROM
EXCAVATED MATERIAL AN D REM OVE FROM AREAS TO
RECEIVE LAN DSCAPIN G .
C.COVER PIPE BOTH TOP AN D SIDES WITH 2 INCHES (50 M M )
OF ROCK-FREE S OIL OR SAN D. REMAIN DER OF BACKFILL
TO TOPSOIL DEPTH USING N ATIVE MATERIAL.
D.DO N OT COVER PRESSURE MAIN , IRRIG ATION PIPE, OR
FITTINGS UNTIL LANDSCAPE ARCHITECT HAS INSPECTED
AN D APPRO VED SYSTEM.
1 3. SLEEVIN G :
A.S LEEVE WATER LINES AND CONTROL WIRES UN DER
WALKS AND PAVING . EXTEN D S LEEVES 6 IN CH ES (1 50 MM)
MINIMUM BEYOND WALK OR PAVEMENT EDGE. COVER
S LEEVE ENDS U N TIL PIPES AN D WIRES ARE IN STALLED TO
KEEP S LEEVE CLEAN AND FREE OF DIRT AND DEBRIS.
B.POSITION SLEEVES WITH RESPECT TO BUILDING S AN D
OTH ER OBS TRU CTIONS S O PIPE CAN BE EASILY
REMOVED.
C.INSTALL SLEEVES AN D CONDU IT BEFORE IN S TALLATION
OF CAST-IN-PLACE CONCRETE SITE ELEM ENTS AND
PAVIN G . COORDINATE WITH APPROPRIATE
S UB-CON TRACTOR AS NEEDED FOR TIMELY
INSTALLATION.
1 4. G RADES AN D DRAININ G :
IN LO CALITIES WHERE WIN TERIZATION IS REQUIRED,
G RADE PIPING SO S YSTEM CAN BE CO M PLETELY
DRAINED OR BLOWN OU T WITH COMPRESSED AIR. IF
S YS TEM IS NOT DESIG N ED TO BE BLOWN OUT WITH
COMPRESSED AIR:
1 .SLOPE PIPE TO DRAIN TO CON TROL VALVE BOX WH ERE
POSSIBLE.
2.WHERE THIS IS NOT POSSIBLE, SLOPE PIPE TO
MIN IMUM NUMBER OF LOW POIN TS. AT THESE LOW
POIN TS , IN STALL:
a)3/4 INCH (1 9 M M ) BRAS S BALL VALVE FOR M AN U AL
DRAIN . DO N OT U SE AUTOM ATIC DRAIN VALVES.
b)IN S TALL 2 INCH (50 M M) CLAS S 200 PVC PIPE OVER
TOP OF DRAIN AN D CUT AT FINISH G RADE.
c)PROVIDE RU BBER VALVE CAP M ARKER.
d )PROVIDE ON E CU FT (0.03 CU M ) PEA G RAVEL S U M P
AT OUTLET OF EACH DRAIN.
3.SLOPE PIPES UN DER PARKIN G AREAS OR DRIVEWAYS
TO DRAIN OUTSIDE THESE AREAS .
4.PROVIDE AND INSTALL QUICK-CO UPLIN G VALVE OR
VALVES IN LOCATION FOR EAS Y BLOWOUT OF ENTIRE
SYSTEM. IN STALL QUICK COUPLER VALVES WITH 2
LINEAL FEET (0.60 M) MIN IMUM OF G ALVAN IZED PIPE
BETWEEN VALVE AND MAIN LIN E.
1 5.IN S TALLATION OF PIPE:
A.IN S TALL PIPE IN M AN N ER TO PROVIDE FOR EXPAN S ION
AND CONTRACTION AS RECOMMEN DED BY
MAN U FACTU RER.
B.UNLESS OTH ERWISE IN DICATED ON CONTRACT
DRAWIN GS, IN STALL M AIN LIN ES WITH M INIMUM COVER
O F 1 8 INCH ES (450 M M ) BASED O N FINISH ED G RADE.
IN S TALL LATERAL LIN ES, INCLUDING TH OSE CON N ECTING
DRIP TUBING, WITH MINIMUM OF 1 2 IN CH ES (300 MM) OF
COVER BASED ON FIN ISH G RADE.
C.IN S TALL PIPE AN D WIRES UN DER DRIVEWAYS OR PARKIN G
AREAS IN SPECIFIED SLEEVES 1 8 INCHES (450 M M ) BELOW
FIN ISH G RADE OR AS SHOWN ON CON TRACT DRAWING S.
D.LOCATE PIPE SO NO SPRIN KLER HEAD WILL BE CLOSER
THAN 1 2 INCH ES (300 M M) FROM BUILDIN G FOUN DATION.
E.CUT PLASTIC PIPE S QUARE. REM OVE BURRS AT CUT
ENDS BEFORE INSTALLATION SO UN OBSTRUCTED FLOW
WILL RESULT.
F.MAKE SOLVENT WELD JOINTS AS FOLLOWS:
1 .DO NOT MAKE S OLVENT WELD JOIN TS IF AMBIEN T
TEMPERATURE IS BELOW 35 DEG F (2 DEG C).
2.CLEAN MATIN G PIPE AND FITTING WITH CLEAN, DRY
CLO TH AN D APPLY ONE (1 ) CO AT O F PRIMER TO EACH
SURFACE.
3.APPLY UNIFORM COAT OF SOLVEN T CEM EN T TO
OUTS IDE OF PIPE.
4.APPLY SOLVEN T CEM EN T TO FITTING IN S IMILAR
M AN N ER.
5.IN SERT PIPE COMPLETELY INTO FITTIN G .
6.G IVE PIPE O R FITTIN G QUARTER TU RN TO IN SURE
EVEN DISTRIBUTION OF SOLVEN T AND MAKE S U RE
PIPE IS IN S ERTED TO FULL DEPTH OF FITTIN G S OCKET.
7.ALLOW J OIN TS TO SET AT LEAST TWEN TY-FOUR (24)
H OURS BEFORE APPLYING PRESSURE TO PVC PIPE.
G.TAPE THREADED CONNECTION S WITH TEFLON TAPE.
H.IF PIPE IS LARG ER TH AN 3 IN CHES (75 MM ), INSTALL J OIN T
RESTRAIN TS WH EREVER CHAN G E OF DIRECTION OCCURS
O N PVC M AIN LINES.
1 6.CONTROL VALVES AND CONTROL VALVE WIRING:
A.IN S TALL VALVES IN PLASTIC BOXES WITH REINFORCED
HEAVY-DUTY PLASTIC COVERS. LOCATE VALVE BOXES
WITH IN 1 2 IN CH ES (300 MM) TO 24 IN CHES (600 MM ) OF
SIDEWALKS AND SH RUB BED EDG ES WITH TOPS AT FINIS H
G RADE. DO N OT IN STALL MORE TH AN ON E (1 ) VALVE IN
SIN G LE BOX.
B.IN S TALL EQUIPMEN T FOR EASE OF REMOVAL.
C.PLACE 3 INCH ES (75 MM) MIN IMUM OF PEA GRAVEL BELOW
BRICKS SUPPORTING VALVE BOXES TO DRAIN BOX. SET
VALVE BOXES OVER VALVE SO ALL PARTS OF VALVE CAN
BE REACH ED FOR SERVICE. SET COVER OF VALVE BOX
EVEN WITH FINISH GRADE. VALVE BOX CAVITY S H ALL BE
REASON ABLY FREE FROM DIRT AND DEBRIS.
D.WIRIN G :
1 .U SE WATERPRO OF WIRE CON N ECTORS CONSIS TIN G
OF PROPERLY-SIZED WIRE N UT AN D G REASE CAP AT
SPLICES AND LOCATE ALL SPLICES WITH IN VALVE
BOXES .
a)WIRE LEN G TH FROM ANY DECODER TO THE
CON TROLLER SHALL BE N O M ORE TH AN 8,500 FT (2
590 M ).
b)DO NOT LOOP WIRING .
c)IN STALL LIGHTNING ARRES TOR(S ) AS PER
MAN UFACTURER'S RECOMM ENDATIONS .
d)FOLLO W ALL OTHER MANUFACTURER
RECOMMEN DATIONS WHEN INSTALLIN G WIRE.
2.TRADITIONAL WIRIN G :
a)TAPE CONTROL WIRE TO SIDE OF M AIN LIN E EVERY
1 0 FEET (3.050 M). WH ERE CONTROL WIRE LEAVES
MAIN OR LATERAL LIN E, EN CLOSE IT IN GRAY
CON DUIT.
b)US E WH ITE OR G RAY COLOR FOR COMMON WIRE
AN D OTHER COLORS FOR ALL OTHER WIRE. EACH
COMMO N WIRE M AY SERVE ON LY ON E (1 )
CON TROLLER.
c)RUN ON E (1 ) SPARE CONTROL WIRE FROM PAN EL
CON TINUOU SLY FROM VALVE TO VALVE
THROUG HOUT SYSTEM SIMILAR TO COM MON WIRE
FOR USE AS REPLACEMENT IF WIRE FAILS:
1 )RUN SPARE WIRE TO EACH BRANCH OF S YSTEM .
2)SPARE WIRE SHALL BE DIFFEREN T COLOR THAN
OTH ER WIRES. U S E OF G REEN WIRE IS N OT
ACCEPTABLE.
3)MARK SPARE CON TROL WIRE VISIBLY WITHIN
VALVE BOX AS AN ‘UN-CONNECTED WIRE’.
EXTEN D SPARE CONTROL WIRES 24 INCH ES (600
MM) AND LEAVE COILED IN EACH VALVE BOX.
MARK SPARE WIRE VISIBLY WITHIN CONTROLLER
AS ‘UN -CONNECTED WIRE’.
E. ARRAN G E VALVE STATION S TO O PERATE IN AN
EASY-TO-VIEW PROG RESSIVE SEQUENCE AROUND
BUILDING. TAG VALVES WITH WATERPROOF LABELS
SHOWING FIN AL SEQU EN CE STATION ASS IGNMEN TS .
1 7.SPRIN KLER HEADS AN D ROTOR POP-UPS:
A.SET SPRIN KLER H EADS AND QUICK-COU PLIN G VALVES
PERPENDICULAR TO FINISH G RADE.
B.DO NOT INSTALL SPRIN KLERS USIN G S IDE IN LETS .
IN S TALL U SING BASE IN LETS ONLY.
C.HEADS IM MEDIATELY ADJ ACENT TO MO W STRIPS , WALKS,
O R CURBS S H ALL BE
TO PSO IL & G RADIN G N OTES
1 . IMPORT AND INSTALL TOPSOIL AS N EEDED TO FILL ALL
PLAN TIN G AREAS . SUBM IT TEST BY LICEN SED LABORATORY
TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION . TOPSOIL U SED IN LANDSCAPED AREAS SH ALL
BE WEED FREE, FERTILE, LOOSE, FRIABLE SOIL MEETIN G TH E
FO LLOWING CRITERIA:
1 ) CH EMICAL CH ARACTERISTICS:
a) SOLU BLE SALTS: LES S THAN 3.0 M MH OS/CM.
b) PH 5.5 TO 8.0.
c) SODIUM ABSORPTION RATIO (SAR): LESS THAN 6.0.
d ) ORG ANIC MATTER: GREATER THAN ONE PERCEN T.
2) PH YS ICAL CHARACTERISTICS:
a) G RADATION AS DEFINED BY USDA TRIAN G LE OF
PH YS ICAL CHARACTERISTICS AS MEASURED BY
H YDROMETER.
(1 ) S AN D: 1 5 TO 60 PERCENT.
(2) S ILT: 1 0 TO 60 PERCEN T.
(3) CLAY: 5 TO 30 PERCEN T.
b) CLEAN AND FREE FROM TOXIC M INERALS AN D
CH EMICALS, NOXIOUS WEEDS, ROCKS LARG ER TH AN
OR EQUAL TO 1 -1 /2 IN CH (38 MM) IN ANY DIMENSION ,
AN D OTHER OBJ ECTIONABLE MATERIALS .
c) SO IL:
(1 ) S OIL SHALL NOT CONTAIN M ORE TH AN FIVE (5)
PERCEN T BY VOLUM E OF ROCKS M EASURING
OVER 1 /4 INCH (6 MM) IN LARG EST S IZE.
(2) S OIL SHALL BE TOPSOIL IN N ATURE.
(3) S OIL RESEM BLING ROAD BASE OR OTH ER LIKE
MATERIALS ARE N OT ACCEPTABLE.
2. INSTALL A MIN IMUM DEPTH OF 5 INCHES TOPSOIL IN LAWN
AN D GROU N D COVER PLAN TING AREAS. N O TOPSOIL
REQUIRED IN TREE AN D SHRUB PLAN TING AREAS OR
NATIVE G RASS, S H RUB, OR TREE AREAS AS LONG AS WH AT IS
IN PLACE IS N OT EXCES S IVELY ROCKY OR OTH ERWISE
UN FAVORABLE TO HEALTH Y PLANT G ROWTH . IF IT IS
UN FAVORABLE, INSTALL A MINIM UM DEPTH OF 1 2 INCHES.
PROVIDE N O LESS TH AN QUAN TITY REQUIRED TO ACHIEVE
TOLERAN CES OU TLIN ED IN PLANTIN G NO TE 5. INSTALLER OF
TH IS SECTION IS RESPONS IBLE FOR PROVIDING S UFFICIEN T
TOPSOIL M ATERIAL.
3. FIN ISH TOPSOIL GRADE OF PLANTIN G AREAS BEFORE
PLAN TIN G AN D AFTER ADDITION OF SOIL ADDITIVES SH ALL
BE SPECIFIED DISTANCES BELOW TOP OF ADJ ACENT
PAVEMENT OF AN Y KIN D:
a)G ROUND COVER AREAS : 2 INCHES BELOW.
b) S EEDED AREAS: ONE INCH BELOW.
c) S ODDED AREAS : 2 INCHES BELOW.
d ) TREE AND SH RUB AREAS (NOT IN DIVIDU AL TREES): 4
INCHES BELOW.
4. RAKE THE FINIS H GRADE OF TH E TOPS OIL WITH IN THE
PLAN TIN G AREAS TO REMOVE CLODS, ROCKS, WEEDS,
ROOTS, DEBRIS OR OTHER MATERIAL 1 -1 /2" OR MORE IN AN Y
DIMENSION . G RADE AND SHAPE LANDS CAPE AREA TO BRING
SU RFACE TO TRU E UNIFORM PLANES FREE FROM
IRREGULARITIES AND TO PROVIDE PROPER SLOPE FOR
DRAINAGE.
DRAWING INDEX
SH EET DESCRIPTION
L0.01 LANDS CAPE NOTES & SPECIFICATION S
L2.01 LANDS CAPE PLAN TING PLAN
L3.01 LANDS CAPE IRRIGATION PLAN
L5.01 LANDS CAPE DETAILS
L5.02 LANDS CAPE IRRIGATION DETAILS
L5.03 LANDS CAPE IRRIGATION DETAILS
09/12/2024
09/26/24
A-2024-0101
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
REVISIONS
REV
DATE
DESCRIPTION
PROPERTY NO:
21 070
TG
SS
AUGUST 2024
31
24 SOUTH EAGLE ROAD
MER IDIAN, IDAHO
EAGLE RETAIL
ING
LEWOOD PLACE SUBDIVISION NO. 2 - LOT 2
L2.01
LAN DS CAPE
PLAN TIN G
PLAN
N O RTH
THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE LOCATION,
PROTECTION, AND RESTORATION
OF ALL BURIED OR ABOVE
GROUND UTILITIES, SHOWN OR
NOT SHOWN ON THE PLANS.
NOTICE!
1 -800-662-4111
BEFORE YOU
AVOID CUTTING UNDERGROUND
UTILITIES. IT 'S COSTLY .
GENERAL NOTE
1 . REFER TO COM M ON EARTHWORK, TO PSOIL & G RADING,
AN D PLANTIN G NO TES ON SH EET L0.01
REFERENCE NOTES
L-1 .
L-2.
L-3.
EXISTIN G LANDSCAPE TO REMAIN .
LOCATION OF IRRIG ATION CONNECTION - S EE CIVIL
PLAN S.
LAN DSCAPE CU TOUT IN PAVIN G .
LANDSCAPE SCHEDULE
S YM BOL QTY. COMMON NAME BOTANICAL NAM E SIZE DETAIL
DECIDUOU S TREES
2 SUCKER PUNCH CHOKECH ERRY PRU N U S VIRG IN IANA 'SU CKER PUNCH' 2" CAL. D/L5.01
5 ALLEE LACEBARK ELM U LM U S PARVIFLORA 'ELM ER II' 2" CAL. D/L5.01
EVERG REEN TREES
6 M OONGLOW J UNIPER J UNIPERUS SCOPULORUM 'M OONG LOW ' 6' HT. E/L5.01
SHRUBS
9 STAN DING OVATION SERVICEBERRY AM ELAN CHIER ALN IFOLIA 'OBELIS K '5 G AL.B/L5.01
11 YOU N G STOWN ANDORRA J UN IPER J UNIPERUS H ORIZONTALIS 'YOUN G STOWN '5 G AL.B/L5.01
1 2 BLUE JEAN BABY RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA 'BLUE J EAN BABY'5 G AL.B/L5.01
3 JAKOBSEN M UGO PINE PIN US M UGO 'JAKOBS EN '5 G AL.B/L5.01
26 G RO-LOW FRAGRAN T SUMAC RHUS AROMATICA 'G RO-LOW '5 G AL.B/L5.01
6 TIG ER EYES SUMAC RHUS TYPHIN A 'BAILTIGER '1 0 G AL.B/L5.01
ORN AMENTAL GRAS SES
59 BLON DE AMBITION BLU E GRAM A GRASS BOUTELOUA GRACILIS 'BLON DE AM BITION'1 G AL.A/L5.01
1 07 FOERSTER 'S FEATHER REED G RASS CALAM AG ROSTIS X ACUTIFLORA 'KARL FOERS TER '1 G AL.A/L5.01
5 ATLAS FESCUE FESTUCA MAIREI 1 G AL.A/L5.01
1 06 SAPPHIRE BLU E OAT GRASS H ELICTOTRICHON SEM PERVIREN S 'SAPH IRSPRUDEL'1 G AL.A/L5.01
S YM BOL QTY. DES CRIPTION INSTRU CTION S SIZE DETAIL
BOULDERS
20 BOU LDERS TO M ATCH EXISTING
BU RY 1 /3 TH E DEPTH OF THE BOULDER INTO FINIS H GRADE.
DO NOT USE BOULDERS THAT ARE LESS TH AN 24" DIAMETER.
BOULDER SHALL BE WASHED AND FREE OF DIRT AND OTHER
FOREIGN DEBRIS
2'-4' DIAMETER IN ALL
DIRECTION S F/L5.01
CRUSH ED RO CK
5,923 S.F. CRU S HED ROCK TO MATCH EXISTING
IN STALLED A M INIM UM 3" DEEP. IN STALL OVER DEWITTS 4.1
WEED BARRIER FABRIC. CRUSHED ROCK S H ALL BE FREE OF
DIRT & OTH ER FOREIG N DEBRIS.
3/4" DIAM ETER G /L5.01
ALWAYS PLANT ACCORDIN G TO
CEN TER POIN T OF THE SYM BOL
0 20 40 60 FT
MERIDIAN CITY DATA
TITLE 11 CH. 2 & 3
ZO N ED AS:COM MUNITY BU SINESS DISTRICT (C-C)
TOTAL AREA:38,550 S.F.
ON -SITE LANDSCAPE AREA:8,658 S.F.
REQUIRED PROVIDED
G EN ERAL:
PLANT COVERAG E 40% (M IN. FOR WATER
CON SERVIN G DESIGN)2,945 S.F. = 48%
OPEN SAPCE 5% OF TOTAL AREA 8,658 S.F. = 22%
STREET BUFFER:
REQUIRED TREES - 1 TREE PER 35 L.F.
EAG LE ROAD (EXCL. EASEMENT)35' / 35 = 2.5 3
PERIMETER PARKING LOT/DRIVE LANDSCAPE:
5' WIDE LANDSCAPE BUFFER ADJ ACENT TO PARKIN G YES
REQUIRED TREES - 1 PER 35 L.F.237' / 35 = 7 8
INTERIOR PARKIN G LOT LANDSCAPE:
LAN DSCAPE PLAN TERS (50 S.F. MIN .) - 1 PER 1 2 STALLS 48 S TALLS / 1 2 = 4 5
REQUIRED TREES - 1 PER PLANTER YES
X
X
X
X
IRR
IRR
IRR
IRR
IRR
IRR
WM
L-1
L-1
L-1
L-1
C A N AL E A S E M E N T
S. EAGLE RD.
E. ALTA HILLS LN.
PROPOSED
BUILDING
OUTDOOR
SEATIN G AREA
L-2
6'-0"
L-3
09/12/2024
09/26/24
A-2024-0101
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
REVISIONS
REV
DATE
DESCRIPTION
PROPERTY NO:
21 070
TG
SS
AUGUST 2024
31
24 SOUTH EAGLE ROAD
MER IDIAN, IDAHO
EAGLE RETAIL
ING
LEWOOD PLACE SUBDIVISION NO. 2 - LOT 2
L3.01
LAN DS CAPE
IRRIG ATION
PLAN
N O RTH
THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE LOCATION,
PROTECTION, AND RESTORATION
OF ALL BURIED OR ABOVE
GROUND UTILITIES, SHOWN OR
NOT SHOWN ON THE PLANS.
NOTICE!
1 -800-662-4111
BEFORE YOU
AVOID CUTTING UNDERGROUND
UTILITIES. IT 'S COSTLY .
GENERAL NOTE
1 . REFER TO IRRIG ATION N OTES ON SHEET L0.01
IRRIGATION SCHEDULE
S YM BOL DES CRIPTION M ANU FACTU RER M ODEL DETAIL
DRIP AREAS
TREE DRIP RIN G W/ ROWS SPACED @ 24" APART NETAFIM TLCV9-1 2 F/L5.02
VALVES
DRIP CIRCUIT CON TROL VALVE RAIN BIRD XCZ-1 00-PRB-COM DRIP ZON E KIT WITH 1 00-PEB CON TROL
VALVE AND BASKET FILTER WITH BUILT-IN PRV C/L5.02
OTHER EQUIPM ENT
IRRIG ATION CONTROLLER WITH RAIN SHUTOFF
DEVICE RAIN BIRD ESP8LXME G /L5.03
POINT OF CO N N ECTION A/L5.03
CON CRETE PAD FOR FILTER ASSEM BLY C/L5.03
S YM BOL TYPE M ATERIAL DETAIL
PIPE
1 " DRIP SUPPLY LIN E. 1 /2" SWING PIPE (FUNNY
PIPE) AN D EM ITTERS NOT SHOWN ON PLAN FOR
G RAPHIC CLARITY.
SCH EDULE 40 PVC PIPE WITH SCHEDULE 40 PVC FITTIN G S. A/L5.02
1 " MAIN LIN E SCHEDULE 40 PVC PIPE WITH SCHEDULE 80 PVC FITTIN G S. A/L5.02
PIPE SLEEVE UN DER NEW PAVING S CH EDULE 40 PVC B/L5.02
EMITTER SCHEDULE
PLAN T NAME DRIP EMISS ION DEVICE M ANUFACTU RER M ODEL DETAIL
ALLEE LACEBARK ELM IN -LIN E DRIP EM ITTERS N ETAFIM TLCV9-1 2 F/L5.02
M OONGLOW J UNIPER (2) 6-GPH Emitter G PH IRRIGATION PRODUCTS G PS TCV SPEC-CHECK PC 'DESERT CAM O' COLOR E/L5.02
S U CKER PUNCH CHOKECHERRY IN -LIN E DRIP EM ITTERS N ETAFIM TLCV9-1 2 F/L5.02
ATLAS FESCUE (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
BLON DE AMBITION BLU E GRAMA GRASS (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
BLU E J EAN BABY RUSSIAN SAGE (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
FOERSTER 'S FEATHER REED G RASS (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
G RO-LOW FRAGRANT SUM AC (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
J AKOBS EN MUG O PIN E (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
S APPH IRE BLUE OAT GRASS (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
S TAN DING OVATION S ERVICEBERRY (1 ) 6-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
TIG ER EYES SUMAC (2) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PS TCV SPEC-CHECK PC 'DESERT CAM O' COLOR D/L5.02
YOUN GSTOWN ANDO RRA J UN IPER (1 ) 2-GPH Emitter G PH IRRIGATION PRODUCTS G PSTCV SPEC-CHECK PC "DESERT CAM O" COLOR D/L5.02
#
g pm
VALVE N U M BER
VALVE FLOW
0 20 40 60 FT
X
X
X
X
IRR
IRR
IRR
IRR
IRR
IRR
WM
C
0.3 gpm0.3 gpm 0
.
4
g
p
m
0
.
4
g
p
m
0
.
4
g
p
m
0
.
4
g
p
m
0.3 gpm
0.3 gpm
0.3 gpm
0.3 gpm
0.3 gpm0.3 gpm
0
.
4
g
p
m
0
.
4
g
p
m
POC
1
5.0 g pm
2
1 0.7 g pm
I-1
I-1
I-1
I-1
S. EAGLE RD.
E. ALTA HILLS LN.
PROPOSED
BUILDING
REFERENCE NOTES
L-1 . EXISTIN G IRRIGATION TO REM AIN.
09/12/2024
09/26/24
A-2024-0101
G RAS SES AN D PEREN N IALS
ROOT BALL
MULCH. HOLD BACK
3" FROM BASE OF PLANT
FINISH GRADE
AMENDED BACKFILL
UNDISTURBED SOIL
SET TOP OF ROOT BALL 2"
ABOVE FINISH GRADE
PLANT PIT WITH ANGLED SIDES
2X ROOTBALL
A
NOTE:
1 . REFER TO "PLANTING ON
SLOPE" DETAIL IF NECESSARY.
SCA LE:NO SC ALE
S H RU B PLAN TIN G
ROOT BALL PLACED ON
UNDISTURBED SOIL
MULCH. HOLD BACK
3" FROM BASE OF TRUNK
FINISH GRADE
AMENDED BACKFILL
UNDISTURBED SOIL
SET TOP OF ROOT BALL 2"
ABOVE FINISH GRADE
PLANT PIT WITH ANGLED
SIDES. ROUGHEN SIDES AND
BOTTOM OF EXCAVATION.
2X ROOTBALL
B
NOTES:
1 . REFER TO "PLANTING ON SLOPE" DETAIL IF NECESSARY .
2. AMENDED BACKFILL SHALL BE A BLENDED MIXTURE OF
THREE (3) PARTS EXCAVATED SOIL OR IMPORTED TOPSOIL
AND ONE (1 ) PART WELL ROTTED COMPOSTED MANURE,
APPROVED COMMERCIAL MIX, OR OTHER AMENDMENT
RECOMMENDED IN TOPSOIL TESTING REPORT.
3. DO NOT PLANT IN HOLES THAT DO NOT DRAIN OR
PERCOLATE PROPERLY .
SCA LE:NO SC ALE
PLAN TIN G ON S LOPE
PLANT PIT WITH ANGLED
SIDES AMENDED BACKFILL
EXISTING SLOPE
ROOT BALL
WATER RETENTION BERM
MULCH HOLD BACK 3" FROM
BASE OF TRUNK
UNDISTURBED SOIL
2:1 TRANSITION SLOPE
2X ROOTBALL
C SCALE:NO SCALE
EVERG REEN TREE
MULCH TAPER TO TRUNK
PLANT PIT WITH ANGLED SIDES AND
SLOPED BOTTOM. ROUGHEN SIDES
AND BOTTOM OF PIT.
SET TREE STAKE 1 2" INTO
UNDISTURBED SOIL, MINIMUM
AMENDED BACKFILL
UNDISTURBED SOIL
REMOVE TOP 1 /3 OF WIRE
BASKET AND BURLAP
SET TOP OF ROOT BALL 2"
ABOVE FINISH GRADE,
TRUNK FLARE MUST BE
VISIBLE ABOVE MULCH
FINISH GRADE
FOR CLAY SOIL - AUGER HOLE
4' DEPTH AND BACKFILL WITH
AMENDED TOP SOIL (AT NO
ADDITIONAL COST TO OWNER).
5'-0"
6"
4'-0"
1
2"
2X ROOTBALL
8' TREE STAKES
ROOFING NAIL
TREE
FLEXIBLE STRAP
TREE TIE - 1 (ONE)
CONTINUOUS PIECE
TREE
STAKES
E
NOTES:
1 . REFER TO "PLANTING ON SLOPE" DETAIL IF
NECESSARY .
2. AMENDED BACKFILL SHALL BE A BLENDED
MIXTURE OF THREE (3) PARTS EXCAVATED SOIL
OR IMPORTED TOPSOIL AND ONE (1 ) PART WELL
ROTTED COMPOSTED MANURE, APPROVED
COMMERCIAL MIX, OR OTHER AMENDMENT
RECOMMENDED IN TOPSOIL TESTING REPORT.
3. DO NOT PLANT IN HOLES THAT DO NOT DRAIN
OR PERCOLATE PROPERLY .
4. AT BASE OF EACH TREE WITHIN LAWN AREAS,
LEAVE 36 INCH DIAMETER CIRCLE FREE OF ANY
GRASS.
5. CONTRACTOR RESPONSIBLE TO REMOVE
STAKES AND TIES AT END OF ONE YEAR
WARRANTY PERIOD.
SCA LE:NO SC ALE
DECIDU OU S TREE
1
2"
4'-0"
2X ROOTBALL
6"
D
MULCH TAPER TO TRUNK
PLANT PIT WITH ANGLED SIDES AND
SLOPED BOTTOM. ROUGHEN SIDES
AND BOTTOM OF PIT.
SET TREE STAKE 1 2" INTO
UNDISTURBED SOIL, MINIMUM
AMENDED BACKFILL
UNDISTURBED SOIL
REMOVE TOP 1 /3 OF WIRE
BASKET AND BURLAP
SET TOP OF ROOT BALL 2"
ABOVE FINISH GRADE,
TRUNK FLARE MUST BE
VISIBLE ABOVE MULCH
FINISH GRADE
FOR CLAY SOIL - AUGER HOLE
4' DEPTH AND BACKFILL WITH
AMENDED TOP SOIL (AT NO
ADDITIONAL COST TO OWNER).
5'-0"
6"
8' TREE STAKES
ROOFING NAIL
TREE
FLEXIBLE STRAP
TREE TIE - 1 (ONE)
CONTINUOUS PIECE
TREE
STAKES
NOTES:
1 . REFER TO "PLANTING ON SLOPE" DETAIL IF
NECESSARY .
2. AMENDED BACKFILL SHALL BE A BLENDED
MIXTURE OF THREE (3) PARTS EXCAVATED
SOIL OR IMPORTED TOPSOIL AND ONE (1 )
PART WELL ROTTED COMPOSTED MANURE,
APPROVED COMMERCIAL MIX, OR OTHER
AMENDMENT RECOMMENDED IN TOPSOIL
TESTING REPORT.
3. DO NOT PLANT IN HOLES THAT DO NOT
DRAIN OR PERCOLATE PROPERLY .
4. AT BASE OF EACH TREE WITHIN LAWN
AREAS, LEAVE 36 INCH DIAMETER CIRCLE
FREE OF ANY GRASS.
5. CONTRACTOR RESPONSIBLE TO REMOVE
STAKES AND TIES AT END OF ONE YEAR
WARRANTY PERIOD.
SCALE: NO SCALE
MU LCH
NO SCALE
COMPACTED OR
UNDISTURBED SUB-GRADE
WEED BARRIER FABRIC (REFER TO
PLANT SCHEDULE FOR TYPE)
BARK OR STONE MULCH (SEE
PLANT SCHEDULE FOR TYPE). HOLD
DOWN 1 " FROM TOP OF WALLS,
WALKS, AND CONCRETE PADS
CONCRETE PAVING
NOTES:
1 . APPLY PRE-EMERGENT HERBICIDE TO SHRUB AND
GROUND COVER PLANTING AREAS AND GRASS-FREE
AREAS AT TREES IN LAWN PRIOR TO PLACEMENT OF
WEED BARRIER FABRIC AND MULCH.
2. PRE-EMERGENT SHALL BE "SURFLAN AS" (LIQUID) BY
UNITED PHOSPHORUS INC, TRENTON, NJ, OR
APPROVED EQUAL.
3. INSTALL MULCH TO UNIFORM DEPTH AND RAKE TO
NEAT FINISHED APPEARANCE FREE OF HUMPS AND
DEPRESSIONS.
G
BOU LDER
FINISH GRADE
MULCH
1
/3 TO 1
/4 BURIED
2/3 TO 3/4 EXPOSED
F NO SCALE
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
REVISIONS
REV
DATE
DESCRIPTION
PROPERTY NO:
21 070
TG
SS
AUGUST 2024
31
24 SOUTH EAGLE ROAD
MERIDIAN, IDAHO
EAGLE RETAIL
ING
LEWOOD PLACE SUBDIVISION NO. 2 - LOT 2
L5.01
LAN DSC APE
DETAILS
09/12/2024
09/26/24
A-2024-0101
PVC LATERAL LINE
(1 8" DEEP FOR ROTOR AND
IMPACT HEAD INSTALLATIONS)
COMPACTED
BACKFILL
FINISH
GRADE
5" DEEP MIN. TOPSOIL
LAYER IN LAWN AREAS
2" MIN. LAYER OF SAND
OR ROCK FREE SOIL
BELOW AND ON ALL
SIDES OF PIPE
CONTROL WIRES TAPED
TOGETHER AT 1 0' O.C. MAXIMUM.
DO NOT TAPE TO MAINLINE PIPE
AND INSTALL UNDER AND TO
THE SIDE OF THE MAINLINE
PIPE.
1
2"
6"
2" HORIZONTAL SEPARATION
TREN CH
A
NOTES:
1 . PULLING OF PIPE IS NOT PERMITTED.
2. EXCAVATE TRENCHES TO SPECIFIED DEPTH. REMOVE ROCKS
LARGER THAN 1 -1 /2 INCH IN ANY DIRECTION FROM BOTTOM
OF TRENCH. SEPARATE OUT ROCKS LARGER THAN 1 -1 /2 INCH IN
ANY DIRECTION UNCOVERED IN TRENCHING OPERATION
FROM EXCAVATED MATERIAL AND REMOVE FROM AREAS TO
RECEIVE LANDSCAPING.
3. INSTALL A 2" MIN. LAYER OF ROCK-FREE SOIL OR SAND UNDER THE
PIPE AND ON ALL SIDES. REMAINDER OF BACKFILL TO THE TOPSOIL
LAYER SHALL BE SOIL NATIVE TO THE PROJECT SITE FREE OF WOOD
AND OTHER DELETERIOUS MATERIALS AND ROCKS OVER 1 -1 /2
INCHES IN ANY DIRECTION.
4. DO NOT COVER PRESSURE MAIN, IRRIGATION PIPE, OR FITTINGS
UNTIL ARCHITECT HAS INSPECTED AND APPROVED SYSTEM.
PVC MAINLINE
NO SCALE
TREN CH UN DER N EW PAVEMEN T
NO SCALE
21 " MIN.
TRENCH WIDTH 21 "
MINIMUM TO ALLOW FOR
COMPACTION TO 95%
AGGREGATE BASE
COMPACTED BACKFILL
NEW PAVEMENT
CONDUIT FOR CONTROL
WIRES IN SEPARATE
SLEEVE - SIZE AS
NEEDED.
SLEEVE - SIZE SHALL
BE 2 TIMES DIAMETER
OF PIPE
MAINLINE OR LATERAL LINE
TREN CH UN DER N EW PAVEMEN T
NO SCALE B
NOTES:
1 . SLEEVE WATER LINES AND CONTROL WIRES UNDER WALKS
AND PAVING. EXTEND SLEEVES 6 INCHES MINIMUM BEYOND
WALK OR PAVEMENT EDGE. COVER SLEEVE ENDS UNTIL
PIPES AND WIRES ARE INSTALLED TO KEEP SLEEVE CLEAN
AND FREE OF DIRT AND DEBRIS.
2. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND
OTHER OBSTRUCTIONS SO PIPE CAN BE EASILY REMOVED.
SCALE:SCALE:NO SCALE
1
8" MIN.
3"
ID TAGS
PRESSURE REGULATOR AND
QUICK-CHECK BASKET FILTER
SCH. 40 PVC LATERAL LINE
3" CLEARANCE BETWEEN
GRAVEL AND BOTTOM OF VALVE
SCH. 40 PVC MAIN LINE
24" LINEAR LENGTH OF WIRE, COILED
DRIP CIRCUIT CONTROL VALVE - SEE
IRRIGATION LEGEND
FINISH GRADE
CON TROL VALVE - DR IP CIRCUIT
NIBCO BRASS GATE VALVE WITH HANDWHEEL
TOP
SCH. 80 PVC "ACTION" FITTING UNION ON BOTH
SIDES OF CONTROL VALVE AND PRV /FILTER
PLASTIC VALVE BOX 1 2"
DEEP STANDARD SCH. 80 PVC NIPPLE - LENGTH AS
NEEDED
SCH. 80 PVC NIPPLE - LENGTH AS NEEDED
SCH. 80 PVC THREADED
ELBOW
SCH. 80 PVC NIPPLE INTO MAINLINE FITTING,
LENGTH AS NEEDED
SCH. 80 PVC FITTING WITH THREADED OUTLET
WATERPROOF WIRE CONNECTIONS
3/4" WASHED GRAVEL, 6" MINIMUM DEPTH
SCH. 80 PVC THREADED ELBOW
PRECAST CONCRETE PAVER
(STANDARD BRICK SIZE)
TAPE CONTROL WIRES TO MAIN LINE
EVERY 1 0'
FLOW
C NO SCALE NO SCALE
NOTES:
1 . LIMIT (1 ) DRIP VALVE ASSEMBLY PER BOX
2. INSTALL GREEN COLORED VALVE BOXES AND
LIDS IN THE LAWN AREAS AND TAN COLORED
BOXES AND LIDS IN THE PLANTING BEDS
3. ALL FITTINGS WITHIN VALVE BOX SHALL BE
SCH. 80 PVC AND SAME SIZE AS THE VALVE
4. CONTRACTOR TO REPLACE EXISTING 200
MESH (WHITE) SCREEN WITH A NEW 1 00
MESH (RED) SCREEN
PLAN
VIEW
NOTES:
1 . SEE EMISSION DEVICE SCHEDULE ON IRRIGATION PLAN FOR TYPE, QUANTITY AND SIZE OF EMISSION DEVICE PER PLANT.
2. INSTALL A MAX. OF (6) EMISSION DEVICES PER PVC CONNECTION.
3. DISTRIBUTION TUBING SHALL BE INSTALLED A MINIMUM OF 1 2" BELOW FINISHED GRADE AND ONLY BE BROUGHT TO THE SURFACE AT EACH PLANT.
THREADED EMISSION DEVICE - SEE NOTE 1
ABOVE. BOTTOM OF EMITTER TO BE FLUSH
WITH TOP OF MULCH.
1 /2" BARBED FITTING WITH BLACK MALE
ADAPTER
FINISH GRADE OF SOIL
1 /2" SWING PIPE (FUNNY PIPE)
DISTRIBUTION TUBING AS
NEEDED TO SUPPLY MULTIPLE
PLANTS
1 /2" BARBED COUPLER
1 " SCH. 40 PVC DRIP
SUPPLY LINE SxSxTH SCH.
40 PVC TEE TURNED ON ITS
SIDE - SEE NOTE 2 ABOVE
1 /2" BARBED FITTINGS
AS NEEDED
PLANT
MULCH
ROOTBALL
1 /2" SWING PIPE
(FUNNY PIPE)
DISTRIBUTION TUBING
(1 4"-48" LONG)
- SEE NOTE 3 ABOVE
THREADED EMISSION DEBICE -
SEE NOTES 1 ABOVE. INSTALL 6"
MAX. FROM CENTER OF PLANT
1 /2" SWING PIPE (FUNNY PIPE)
DISTRIBUTION TUBING (1 4"-48" LONG) -
SEE NOTE 3 ABOVE
1 /2" BARBED FITTING WITH
BLACK MALE ADAPTER, TYP.
1 #2" BARBED TEE, TYP.
PVC DRIP SUPPLY
LINE
PLANT
ROOTBALL
1 /2" BARBED COUPLER
1 " SCH. 40 PVC DRIP SUPPLY
LINE SxSxTH SCH. 40 PVC
TEE TURNED ON ITS SIDE -
SEE NOTE 2 ABOVE
DRIP EMISSION DEVICE @ SHRUBS
NO SCALE
SECTION VIEW
1
2"
D
DRIP EMI SS ION DEVICE @ TREES
NO SCALEE
THREADED EMISSION DEVICE
- SEE NOTE 1 ABOVE
BOTTOM OF EMISSION DEVICE TO BE
SET FLUSH WITH TOP OF MULCH
1 /2" BARBED FITTING WITH
MALE ADAPTER
FINISH GRADE
1 /2" BARBED COUPLER
1 " SCH. 40 PVC DRIP SUPPLY LINE
SxSxTH SCH. 40 PVC TEE TURNED
ON ITS SIDE - SEE NOTE 2 ABOVE
TREE
MULCH
ROOTBALL1/2" SWING PIPE (FUNNY PIPE)
DISTRIBUTION TUBING (48" LONG
MAX.) - SEE NOTE 3 ABOVE
PLACE EMISSION
DEVICE AT EDGE OF
ROOT BALL
ROOTBALL
1 /2" SWING PIPE (FUNNY PIPE)
DISTRIBUTION TUBING (1 4"-48"
LONG) - SEE NOTE 3 ABOVE
1 " SCH. 40 PVC DRIP
SUPPLY LINE
1 " SCH. 40 PVC DRIP SUPPLY
LINE SxSxTH SCH. 40 PVC
TEE TURNED ON ITS SIDE -
SEE NOTE 2 ABOVE
SECTION VIEW
1
2"
PLAN VIEW
NOTES:
1 . SEE EMISSION DEVICE SCHEDULE ON IRRIGATION PLAN FOR TYPE, QUANTITY AND SIZE
OF EMISSION DEVICE PER PLANT.
2. INSTALL A MAX. OF (2) EMISSION DEVICES PER PVC CONNECTION.
3. DISTRIBUTION TUBING SHALL BE INSTALLED A MINIMUM OF 1 2" BELOW FINISHED
GRADE AND ONLY BE BROUGHT TO THE SURFACE AT EACH PLANT.
THREADED EMISSION DEVICE
- SEE NOTE 1 ABOVE
BOTTOM OF EMISSION DEVICE
TO BE SET FLUSH WITH TOP
OF MULCH
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
REVISIONS
REV
DATE
DESCRIPTION
PROPERTY NO:
21 070
TG
SS
AUGUST 2024
31
24 SOUTH EAGLE ROAD
MERIDIAN, IDAHO
EAGLE RETAIL
ING
LEWOOD PLACE SUBDIVISION NO. 2 - LOT 2
L5.02
LAN DSC APE
IRRIG ATIO N
DETAILS
PVC TO PE PIPE
CONNECTION
ADDITIONAL IN-LINE EMITTER TUBING IF USED
FOR LARGE NEW TREES OR EXISTING TREES.
PLACE DRIP LINES AT 2'-0" INTERVALS TO
EDGE OF DRIP LINE OF TREE
INSTALL IN-LINE EMITTER TUBING
WITH EMITTERS SPACED EVENLY
ON TOP OF ROOT BALL
(1 ) 1 GPH
INDICATOR
EMITTER INTO
IN-LINE EMITTER
TUBING AT BASE OF
TREE
PVC LATERAL LINE (1 2"
DEEP)
TREE
ROOT BALL IN-LINE EMITTER TUBING STAPLED ON TOP
OF FINISH GRADE. INSTALL IN-LINE EMITTER
TUBING UNDER WEED BARRIER FABRIC WITH
MULCH PLACED ON TOP . NO KINKS IN LINE.
NOTE: FOR EVERGREEN TREES, LOCATE
INDICATOR EMITTER ON OUTSIDE OF OUTER
DRIP RING.)
NOTE: FITTINGS TO INLINE DRIP TUBING TO BE INSERT FITTINGS. USE OETICKER
CLAMPS FOR NON-NETAFIM FITTINGS.
TREE DRIP - PLAN VIEW (P l an ter Areas)
F NO SCALE
1 2" 24" 24"
1 /4" SELF-PIERCING BARBED EMITTER -
(1 )GPH. WHEN INSTALLING ON HILLSIDES,
PROVIDE CHECK VALVE EMITTERS.
DIFFUSER CAP
IN-LINE EMITTER TUBING
(UNDER WEED FABRIC)
REFER TO DETAIL
NOTE:
1 . CONNECT SELF-PIERCING EMITTER DIRECTLY INTO IN-LINE EMITTER TUBING.
2. THIS IS AN INDICATOR ONLY EMITTER TO BE USED AT EACH TREE RING AND AREA
WHERE IN-LINE EMITTER TUBING IS INSTALLED.
3. 1 /4" TUBING LENGTH: MINIMUM 1 4", MAXIMUM 24".
1 /4" TUBING
1 /4" TUBING STAKE
TOP OF MULCH
FINISH GRADE
WEED BARRIER FABRIC
IN DICATOR EMITTER
NO SCALE G NO SCALE
TOP OF MULCH
BARB TEE FEMALE ADAPTER
1 7mm X 3/4" FPT X 1 7mm OR
EQUIVALENT
3/4" MALE NPT X 1 /2"
BARB ADAPTER
INLINE EMITTER TUBING
UNDER WEED FABRIC
SCH 40 TEE OR
ELBOW
NOTE:
1 . USE AT TREE RINGS AND AS CONNECTION FROM SUPPLY AND
EXHAUST HEADERS.
2. DO NOT EXCEED (3) GPM FLOW THROUGH SINGLE CONNECTION.
FLEXIBLE POLYETHYLENE PIPE
FINISH GRADE
PVC LATERAL LINE
1 /2" MALE IPS INSERT ELL
WEED BARRIER FABRIC
PVC TO IN -LIN E EMITTER
NO SCALEH NO SCALE
G
L5.02
H
L5.02
G
L5.02
09/12/2024
09/26/24
A-2024-0101
POC SCHEMATIC LAYOUT
NO SCALE
NOTE:
THE POINT OF CONNECTION DETAIL IS
SCHEMATIC ONLY AND MEANT TO CONVEY THE
ORDER OF THE COMPONENTS. ACTUAL LAYOUT
MAY VARY AND SHOULD BE COORDINATED AS
NEEDED PRIOR TO INSTALLATION.
POC
1" STOP & WASTE VALVE
1-1/2" FILTER ASSEMBLY
QUICK COUPLER
FOR BLOW OUT
MANUAL DRAIN VALVE
CONNECT ONTO THE 1"
STUB FROM THE
SECONDARY IRRIGATION
SYSTEM - REFER TO CIVIL
UTILITY PLAN FOR DETAILS
1" MAINLINE TO
REMOTE CONTROL
VALVES
A
B
L5.03
C
L5.03
D
L5.03
F
L5.03
NO SCALE
F D
1" ISOLATION VALVE
L5.03
E
1
2
"
M
I
N
.
FILTER ASSEMBLY - MANUAL
SIDE VIEW
AMIAD 1-1/2" SUPER PLASTIC FILTER
1-1/2" GALV. UNION (BOTH SIDES OF FILTER)
1-1/2" GALV. NIPPLE (BOTH SIDES OF UNION)
1-1/2" GALV. 90 WITH REDUCING BUSHING
1" BRASS BALL VALVE (BOTH SIDES OF
FILTER ASSEMBLY)
1" PVC STREET ELL, 1" PVC BALL VALVE,
1" MALE INSERT FITTING, (2) 1"
ADJUSTABLE HOSE CLAMP, 1" LAY FLAT
DISCHARGE HOSE 10' LENGTH
1" GALV. NIPPLE - LENGTH AS NEEDED
(BOTH SIDES OF FILTER ASSEMBLY)
LOCKING DEVICE
FINISH GRADE
COMPACTED AGGREGATE
BASE 4" THICK
COMPACTED OR
UNDISTURBED SUB-GRADE
GALV.
NIPPLE - 12" MIN. LENGTH
(BOTH SIDES OF FILTER)
SCH. 40 MAINLINE ( SEE
IRRIGATION LEGEND FOR
SIZE)
SCH. 80 PVC FEMALE ADAPTER
(BOTH SIDES OF FILTER)
FLOW
GALV. 90
MANUAL DRAIN VALVE INSTALLED
ON BOTH SIDES OF FILTER
ASSEMBLY
3/4" AIR/VACUUM RELIEF VALVE
FLOW
LINE FROM
WATER SOURCE
GALV. REDUCER FITTING &
NIPPLE AS NEEDED
1-1/2" GALV. TEE WITH
REDUCING BUSHINGS
6" MIN. GRAVEL
WEED BARRIER
LAP EDGES
HINGE
CONCRETE BASE
C
1" GALV. NIPPLE
SCALE: NO SCALE
ALUMINUM ENCLOSURE
H
L5.03 3'-2"
4" 6"
GLAV. NIPPLE & SLEEVE
THRU CONCRETE
OUTLINE OF ENCLOSURE
CONCRETE BASE, 6" THICK
OPENING IN CONCRETE
FOR DRAINAGE
2'
-
0
"
SECTION VIEW TOP VIEW
FINISH GRADE
PRECAST CONCRETE
PAVER (STANDARD
BRICK SIZE)
3/4" WASHED GRAVEL
WITHIN BOX AND
UNDER BLOCKS
2" SCH. 40 PVC PIPE
NOTCHED OVER DRAIN VALVE
10" ROUND VALVE BOX
NOTES:
INSTALL GREEN COLORED VALVE
BOXES AND LIDS IN LAWN AREAS
AND TAN COLORED BOXES AND
LIDS IN PLANTING BEDS.
DRAIN INTO CENTER OF GRAVEL
SUMP
MAINLINE DRAIN VALVE
D NO SCALE
3/4" BRASS DRAIN VALVE
W/ SLOTTED TOP
2" SCH. 40 PVC PIPE
NOTCHED OVER DRAIN
VALVE
3/4" MARLEX STREET ELL
3/4" GALVANIZED NIPPLE -
4" MIN. LENGTH
SCH. 80 TEE IN MAIN LINE
MAIN LINE
3/4" GALVANIZED
STREET ELL
WATER SUPPLY LINE
3/4" WASHED GRAVEL AND
SUMP (SUMP SIZE 12"x12"x12")
3/4" GALVANIZED
STREET ELL
SCH. 80 TEE IN
MAIN LINE
MAIN LINE
FILTER FABRIC TO
SURROUND GRAVEL
BUT STILL ALLOW
ACCESS TO MANUAL
DRAIN
4" LENGTH 3/4" SCH. 80
THREADED NIPPLE
VALVE
2" LENGTH 3/4" SCH. 80
THREADED NIPPLE
3/4" GALVANIZED
STREET ELL
1
"
4
5
%
%
D
BRASS SWIVEL HOSE ELL
BRASS KEY
BRASS TWO PIECE BODY DESIGN
QUICK COUPLER VALVE
10" ROUND VALVE BOX
WITH EXTENSIONS
GALVANIZED ELL
GALVANIZED STREET ELL
GALVANIZED STREET ELL
SCH. 40 PVC MAIN LINE
SCH. 80 PVC FITTING W/
THREADED OUTLET
FINISH GRADE
RUBBER COVER
3/4" WASHED GRAVEL WITHIN
BOX AND UNDER BLOCKS
PRECAST CONCRETE PAVER
(STANDARD BRICK SIZE)
GALVANIZED STEEL NIPPLE
LENGTH AS NEEDED
GALVANIZED NIPPLE
LENGTH AS REQUIRED
QUICK COUPLER VALVE
NO SCALE
NOTE:
INSTALL GREEN COLORED VALVE
BOXES AND LIDS IN LAWN AREAS
AND TAN COLORED BOXES AND
LIDS IN PLANTING BEDS.
F
STOP & WASTE VALVE
BRASS STOP AND WASTE
VALVE- PLUMB TO 40" DEEP IF
WATER SUPPLY LINE IS DEEPER
BRASS NIPPLE, 8" MIN.
LENGTH
BRASS NIPPLE-
LENGTH AS REQUIRED
FILTER FABRIC
3/4" WASHED GRAVEL SUMP,
12" W x 12" W x 24" D
10" ROUND VALVE BOX
2" SCH. 40 PVC PIPE
NOTCHED OVER MAINLINE
NOTE:
INSTALL GREEN COLORED VALVE
BOXES AND LIDS IN LAWN AREAS
AND TAN COLORED BOXES AND
LIDS IN PLANTING BEDS.
FINISH GRADE
PRECAST CONCRETE PAVER
(STANDARD BRICK SIZE)
3/4" WASHED GRAVEL
WITHIN BOX AND
UNDER BLOCKS
BRASS ELL
WATER SUPPLY LINE
BRASS ELL
BRASS ELL
B
FLOW
SCH. 40 PIPE WITH SCH.
80 PVC FITTINGS TO
FILTER ASSEMBLY
SC. 80 MALE ADAPTER FITTING
NO SCALE
ISOLATION VALVE - THREADED
10" ROUND VALVE BOX
FINISH GRADE
NIBCO BRASS GATE VALVE
WITH HANDWHEEL TOP (MATCH
MAINLINE SIZE)
SCH.80 PVC UNION - NIPPLE
LENGTH AS NEEDED TO
REMOVE UNION NUT
SCH. 80 PVC THREADED NIPPLES
BOTH SIDES OF UNION - MATCH
MAINLINE SIZE
SCH. 80 PVC FEMALE ADAPTOR ON
BOTH SIDES OF ISOLATION VALVE
AS NEEDED - MATCH MAINLINE SIZE
PVC MAINLINE OR NIPPLE
AS NEEEDED
SCH.80 PVC UNION - NIPPLE
LENGTH AS NEEDED TO
REMOVE UNION NUT
NOTES:
1. ALL PVC FITTINGS AND PIPE SHALL BE
SCH. 80 PVC AND THE SAME SIZE AS
THE MAINLINE.
2. INSTALL 2" CLASS 200 PVC SLEEVE OVER
BRASS ISOLATION VALVE WHEN BRASS
VALVE IS AT A DEPTH OF 18" OR DEEPER.
THREADED END
CONNECTIONS (BOTH SIDES)
PRECAST CONCRETE PAVER
(STANDARD BRICK SIZE)
3/4" WASHED GRAVEL WITHIN
BOX AND UNDER BLOCKS.
E NO SCALE NO SCALE
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
RE
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PROPERTY NO:
21070
TG
SS
AUGUST 2024
31
2
4
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N
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.
2
-
L
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2
L5.03
LANDSCAPE
IRRIGATION
DETAILSFILTER ASSEMBLY ENCLOSURE
NO SCALEH
TOP VIEW
ALUMINUM ENCLOSURE.1.
2. FILTER ASSEMBLY
WATER SERVICE INLET PIPING.
WATER SERVICE OUTLET PIPING.
3/8" "L" STYLE ANCHOR BOLTS.
7.
8.
6.
ANCHOR PLATE MOUNTING.
BEYOND OUTSIDE DIMENSIONS OF
ENCLOSURE.
4.
5.
SIDE VIEW
MIN. THICKNESS - EXTEND 4"
POURED CONCRETE BASE - 6"
LEGEND
HINGED DROP DOWN DOOR,PADLOCK AT TOP.3.
ISO VIEW
BACKFLOW ANCHOR BASE.
MOUNTING BASE SECURED IN CONCRETE WITH
3/8" J BOLTS (4 PLACES).
EXISTING CONCRETE CORNERS WILL NEED TO
3/8"x 3" REDHEAD ANCHORS.
3
8
7
5
4
2
1
6
CONTROLLER - EXTERIOR MOUNT
NO SCALE G
FLOOR
THREADED CONNECTOR TO
BOTTOM OF CONTROLLER
IRRIGATION
CONTROLLER
METAL ELECTRICAL
JUNCTION BOX
SURGE
SUPPRESSOR
FIRMLY SECURE
CONTROLLER TO WALL
FINISH GRADE
RIGID STEEL CONDUIT SWEEP
ELBOW, 12" RADIUS MIN.
RIGID STEEL CONDUIT
LOCATED NEXT TO WALL
AND SECURELY FASTENED
1
8
"
5'
-
0
"
09/12/2024
09/26/24
A-2024-0101