HomeMy WebLinkAbout4077-13'URED
ALV.
MIN.) N07E-- TOP OF ROOT SALL FIN. GRADE AT SLOPE
SHALL BE 2* ABOVE WHERE APPLICABLE
FINISH GRADE TAPER 1:1 MAX. OUT
LOPE SLOPE AT PLANT PIT
BLE
CUT
.0-0 1
PLANT TABLETS
SET 30 BELOW r SLOPE
RD FIN. GRADE 3" FIAT AREAS
ONLY
4
)LOPES
AWN FINISH GRADE
GRADE
IDE BACKFILL MIX
2X ROOTBALL
TFEE KAMM ri_-� SMUBTLANMW
AfM STMNG ls�-3
LOCKABLE COVER PVC VALVE W/
MARKED *WATEW CROSS HANDLE
VALVE BOX, W/EXTENSIONS SCH. so Pvc
AS REQUIRED UNION
r MIN FLUSH IN LAWN
FINISH GRADE r IN GROUND
COVER
'o,
SCH. 80 PVC
EDGE OF FTXED-__._, NIPPLE
IMPROVEMENTS COUPLING (SxT)
FLOW
INLET FITTINGS
PVC
TYp. TO OUTLET PIPE
FITTINGS
r MIN., 4" MAX. RICK SUPPORTS
(3 REWD.)
95% COMPACTED
SUBGRADE
NE CUBIC FT.
MIN. PEA MVEL
SUMP
BALL VALVE
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or N INLET
A. V";:.
ONE CUBIC OT.
3/4- GRAVEL SUMP (DRIP
BRICK SUPI
(4 REC
SCH. so PVC
UNION
�REMOTE COMM
VALVE
IRRIGATION
PLASTIC RECTANGULAR VALVE BOX W/
1. INTENT - TO INDICATE AND SPECIFY A COMPLETE AND EFFICIENT
LOCKABLE COVER MARKED 4VALVE' &
SPRINKLER IRRIGATION SYSTEM. READY FOR USE. WITH ALL WORK
HEAT BRAND VALVE STAMON 2" HIGH.
AND MATERIAL CONFORMING TO GOVERNING CODES.
CHRISTY TAGS
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MOTE CONTROL
2. ALL DIMENSIONS AND LOCATIONS SHOWN ARE DIAGRAM SITE
VALVE
PRESSURE REGULATOR
1557 EXCEPT BACKFIU. IN 7MCHES LOCATED UNDER A.C. PAVED
(POLY DRIP ONLY)
AREAS AND/OR ANY TRAFFIC AREAS IN WHICH CASE 7RENCHES
3. ALL WORK SHALL BE INSTALLED IN THE MOST DIRECT AND
SHALL BE COMPACTED TO 907o. BACKFILL SHALL BE SUBJECT TO
2 R
TESTING BY THE SOILS ENGINEER.
PROPOSED PLANTING OR OTHER WORK AND UTILITY LINES.
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or N INLET
A. V";:.
ONE CUBIC OT.
3/4- GRAVEL SUMP (DRIP
BRICK SUPI
(4 REC
SCH. so PVC
UNION
�REMOTE COMM
VALVE
IRRIGATION
S. BACKFILLING
1. INTENT - TO INDICATE AND SPECIFY A COMPLETE AND EFFICIENT
MATERIAL- SUITABLE FILL SOIL FREE OF LARGE ROCKS AND
SPRINKLER IRRIGATION SYSTEM. READY FOR USE. WITH ALL WORK
CLODS.
AND MATERIAL CONFORMING TO GOVERNING CODES.
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BACKFILL- TRENCHES SHALL BE COMPACTED TO AT LEAST 857* OF
2. ALL DIMENSIONS AND LOCATIONS SHOWN ARE DIAGRAM SITE
THE MAX. RELATIVE DENS17Y AS DETERMINED BY THE ASTM D -
CONDITIONS AND SHALL BE VERIFIED BEFORE INITIATING WORK.
1557 EXCEPT BACKFIU. IN 7MCHES LOCATED UNDER A.C. PAVED
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AREAS AND/OR ANY TRAFFIC AREAS IN WHICH CASE 7RENCHES
3. ALL WORK SHALL BE INSTALLED IN THE MOST DIRECT AND
SHALL BE COMPACTED TO 907o. BACKFILL SHALL BE SUBJECT TO
WORKMANUKE MANNER WITHOUT INTERFERING WffH EXISTING OR
TESTING BY THE SOILS ENGINEER.
PROPOSED PLANTING OR OTHER WORK AND UTILITY LINES.
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SErTUNG: PROPERLY WETrED AND TAMPED TO A FIRM FINISH
4. IRRMTION MATERIALS
GRADE WITH NO FUTURE SETTUNG.
VALVE BOXES: AMErEK PLASTIC BOXES SIZES AS REQUIRED.
9. TESTING AND ADJUSTING
PLASTIC PIPING: ALL PRESSURE PIPE. SCHEDULE 40 PVC
PRESSURE WEST: PRESSURE LINES AT 150 P.S.I. FOR 2
SOLVENT WELD TYPE. OR BETIM NON -PRESSURE PIPE, CLASS
HOURS AND NON -PRESSURE LINES AT EXISTING STATIC LINE
200 PVC SOLVENT WELD TYPE. OR 80 1
PRESSURE FOR 2 HOURS. LINES SHALL BE WATERTIGHT VRTH NO
USE HYDRAI EQUIPMENT WITH BUILT-IN A0TATION SYSTEM
LEAKAGE.
PLASTIC FrITINGS: TYPE 1. SCHEDULE 80 PVC.
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COVERAGE TEST: ADJUST AND POSITION SPRINKLER
POLYETHYLENE: MOLDED. 85 P.S.I.
HEADS & EMITTERS FOR COMPLETE COVERAGE OF ALL PLANTING
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AREAS.
BALL VALVES: PLASTIC BODIED. 125 P.S.I. MINIMUM, HEAVY
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DUYY TYPE, FEDERAL SPEC, CROSS HANDLE.
10. RECORD PRINTS
DRIP EMITTERS: OF MODEL AND TYPE SHOWN ON PLANS.
MAINTAJN A SEr OF PRINTS DELJNEAIING AND DIMENSIONING
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LOCATIONS AND DEPTHS OF ALL PRESSURE PIPING, VALVES.
CONTROL WIRE: DIRECT BURIAL, UL APPROVED; WHITE FOR
AND GATE VALVES AS WORK IS COMPLETED. RECORD PRINTS SHALL
COMMON. BLACK FOR CONTROL: 12 GAUGE MINIMUM SIZE COMMON.
REMAIN ON THE JOB SITE THROUGHOUT CONSTRUCTION. A
14 GAUGE MINIMUM SIZE CONTROL WIRE.
LEGIBLE REDUCED LAMINATED SEr SHALL BE PREPARED AND
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SUBMrITED TO THE OWNER PRIOR TO FINAL ACCEPTANCF_
QUICK COUPUNG VALVES: SINGLE LUG, TWO PIECE; PER LEGEND.
USING HYDROMULCH PULP AS A GUIDE. SPRAY THE SOIL WITH A
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HYDROSEEDING
EXM STOCK: SUPPLY OWNER WITH VALVE KEYS, EXTRA
2.
EMITTERS. 7WO QUICK COUPUNG HOSE SIBS. AND MANUALS FOR
I. IWE
EQUIPMENT USED.
TO FURNISH ALL MKtERtALS, EQUIPMENT. APPLIANCES, AND
UNIFORM VISIBLE COAT OF SLURRY UNTIL A COMPLETE EVEN
INSTALLATION OF HYDROSEEDING. COMPLETE IN PLACE.
5. EXCAVATION
(3) CONTRACTOR WILL APPLY 10 POUNDS OF POST PLANT
ALL DIMENSIONS AND LOCATIONS SHOWN ARE DIAGRAM SITE
TRENCHES SHALL BE CUT TO FOLLOWING REQUIRED GRADES:
CONDITIONS AND SHALL BE VERIFIED BEFORE INMTING WORK.
PRESSURE PIPE AT (187) MIN. COVER; ALL NON -PRESSURE PIPE
COVENAGE OF THE AREA IS ACHIEVED.
0 (12') MIN. COVER; EXCEPT POLYTUBE 0 (2") MIN. COVER.
2. MaER
6. PIPE F1 TTING AND LAYOUT
8Mj30MQLQtj SILVA FIBER. APPLY AT 1500 LBS./ACRE.
JOIN AND INSTALL PIPING IN STRICT ACCORDANCE WITH MANU-
HXQRQbdULQH ADQDM% ECOLOGY CONTROLS M -BINDER.
FACTURER'S INSTALLATION GUIDE. INSTALL LINES AWAY FROM
APPLIED AT A RATE OF 70 LBS./ACRE.
FIXED IMPROVEMENTS AND ALONG EDGE OF PLANTING AREAS.
GYPSUM -PER SOIL TEW
HYDROaEEQ EMLIZER: BEST 6-20-20 OR BEST 15-15-15
7. EQUIPMENT AND INSTALLATION
OR APPROVED EQUAL APPUED AT A RATE APPROPRtATE FOR PRODUCT.
SM: SEED TYPE AND RATE PER PLAN
SET ALL EQUIPMENT' 7RUE, PLUMB. SECURE. AND ACCESSIBLE FOR
SEED SHALL BE A NEW CROP, OF PURITY AND
OPERATION AND SERVICING PER MANUFACTURER'S
GERMINATION RATE STANDARDS OF THE INDUSTRY, FRESH AND
RECOMMENDATIONS AND PER DETAILS SHOWN.
VIABLE, AND SHALL BEAR A GUARANTEED ANALYSIS.
DAMAGE.
UUIPMEM: SHALL HAVE A BUILT IN AGITATION SYSTEM AND
OPERATING CAPACITY SUFFICENT TO AGITATE, SUSPEND AND
HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20
PLANTED AREAS SHALL BE KEPT WELL WATERED MD WEED FREE 8.
KILOS (44 LBS.) OF ORGANIC MULCHING AMENDMENT PLUS
FERTIUZER. CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100
GALLONS OF WATER.
FACE OF WXV%VG.
SPREAD ON WALL &
SECURE W/ANCHORS
REMOVE NURSERY
STAKE
SEr ROD7BALL 111GHT
70 FOOTING. REMOVE
ANY EXCESS TRASH.
CONC. AT PLANTING
HOLE
FMUZM XAMM(S)
C BASIN
NIS14 GRADE
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ix womma
VINE DETAL
QUICK COUPLING VALVE
(SEE PLANS & SPECS)
PLAsne sox
WMi LOCKING COVER
WAIT BRAND "ON." 20 HIGH
MIN. 3 STAINLESS STL
HOSE CLAMPS
ONE CIL FT. 31,C ORA
'PLY IjNE 36- #4 REEAR
S. SUPPLY LINE FITTING
SUPPIORTS(3 REWD.)
OUMCIMPLER
1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE (NEVER BELOW OWE).
2. POSITION ROOT CONTROL BARRI[ER AS CLOSE TO STRUCTURE AS POSSIBLE.
0 0 3. DURING CONSTRUCTION BARRIER CAN � BE PLACED AGAR= INSIDE OF FORMS.
4. THE RAISED ROOT DEFLECTORS MUST BE FACING 70WARD 7HE I
S. SARMER To EXFEND A MINIMUM OF ar BELOW 13OTFOM OF HARDSCAPE.
6. FOR MOST 'FREES 10-12 FEEr OF f§ARRIER *21 BE ADEQATE
V/ \v
4- 4
j1/2D
9%
EDGE OF PAVING. WALK. WALL. ETC.
N07E.1 LOCATE PLWS SPACED EQUIDISTANT (D)
FROM EACH OTHER AS SHOWN. D = AS
SHOWN ON PLANTING PLAN.
PLANT' TABLET TGROUNDCOVER INSTALL MULCH PRIOR TO
(SM SPECS.) PLANTING GROUNDCOVER AS REWD.
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SUBGRADE -CONDITIONEI) SOIL
GROUND COVM
P! AkMkk-.%.
&-Amvf%l ROOT BARNO
INSTALL SPRINKLER HEAD FLUSH WITH
FINISHED GRADE IN 7W AREAS SPAGHETTI TUBE�
3' MAX LENGTH TREE/SHRUB
BARK. SEE LEGEND DRIP EMITTER
POP-UP SPRINKLER HEAD. SPRAY OR RDTOR FOR SIZE & DEPTH ATrACHED TO POLYFUSE
SEE LEGEND FOR SPECiFICATION
GRADE Z2
If 40, 4
01.%
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INSTALL SPRINKLER HEAD 11r DRIP UNE
AWVE FINISHED GRADE IN SHRUB BURIED 20 BELOW
AND GROUND COWERS AREAS GRADE TYPICAL
Hi I UNDISTURBED SOIL SECTMON
WN-PRESSUIRE TIME AF 200' MA)L
PRE -ASSEMBLED ITRIPLE SWING JOINT. LAUM T(PIC& i FLUSHING EM CAP
WITH O -RINGED JOINTS& I
r1prm AND MIPT OUTLET DRIP UNE TYPICAL PI.AtM EDGE--\
LAY LENGTH TO BE 6r MINIMUM
SUE AS PER SPRINI(LEft OUILET` 4
A
SCH 40 PVC S)SXT 7EE FFITING
LA7ERAL x SPRINKLER INLET SIZE
\._PR=E AWTIION& 11r POLYMBE LATER" MR
PLANTEI;tS QM1ER1HhN 5! IN WII)K POLYFUSE
LATERAL uNE SEE SPEOFIC00ONS SHALL BE MUALLY SPACED TO A MOL OF 5! QC.
FOR Tim Ab DEPTH REQUIRED
PLAA
Vir POP-UP WRNMER
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DRP HVQAMN
INSTALL SPRINKLER HEADS 6' FROM PAVING EDGE IN GROUND COVER AREAS.
INSTALL SPRINKLER HEADS 4* FROM PAVING EDGE IN 7URF AREAS.
USE WLON- TAPE ON ALL THREADED FITTINGS
REDUCED PRESSURE BACKFLOW SHORT BRASS NIPPLE
INSIDE WALL OUTSIDE WALL PREVENTOR W/BALL VALVES
AND TEST COCKS. PRESSURE REGULATOR
3/4!* PLYWOOD MOUNTING SHORT BRASS * NIPPLE AND Y sTmNERumns
PL47E SECURED TO WALL (SEE IRRIGATION PLAN)
W/MIN. OF 6-1/4- DIA.
ANCHOR DOLTS OR EQ. BRASS SL
(PAINT) (HEIGHT' P2 R BRASS NIPPLE
CoF LOCAL CODES)
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Ill I - AUTOMATIC IRRIGATION
eu '959 COMPACT LEMEUR ENCLOSURE
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INSIDE WALL MOUINT----�gu I SUBGRADE MODEL f LBF -86
OPTION DASHED BRASS UNION
40 CONC. 44- IYPICAL
SLAB
30 MON. Dtk GALV. STL
PIPE SUPPORT (PAINT)
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FIN. GRD.
PROVIDE 3/4!' ELEC. 1\< INK IM
N -,o
Pvc
COND. TO POWER /* PIPE
CONNECTION
i -BOX 'r -r 12" MIN. FLOW
2 PLACES L.J- FIN. CRD. THREADED BRASS
I N� Xv RISER
ADAPTOR THRUST BLOCK PVC COUPLING
(TXS)
BRASS ELLS TYP.
CONCRETE FOUNDATION CONTROL VARE BUNDLE SHORT BRASS
OR FOO7`ING AND TAPE (10' O.C.) NIPPLE TYPI
r6_*`\ CC*TM0Uffi FECMED Pffi%%UFE
\lz:-3J WALL MOW BACKFLOW PFEVENTM
FINISH GRADE R13UND PLASTIC VALVE
313X VA.00KING COVER
SM007H 'TROWEL FINISH -
NATURAL GRAY CONCRETE
FINISHED -GRADE
A.PJ. MODEL #CETC PLANTER AREA
UNSCREWED CAP
2VA919- 2t
PEk GRAVEL 4* POLY TUBING
DEEP. ENTIRE AREA
OF PIT
1 " RADIUS
I* TURF AREA
MEIJER!
6-
V"I I E=
RDOSED
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END MUSH CAP r,4 0
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4. SOIL PREPARATION AND GRADING 7.
MAINTENANCE
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SPECIAL CONDMONS
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SECTIONS.
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REPLANT DAMAGED AREAS.
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USE HYDRAI EQUIPMENT WITH BUILT-IN A0TATION SYSTEM
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SOIL CONDITIONING: THOROUG LY I CORPORATE THE FOLLOWING
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INTO THE TOP SIX INCHES 6 . OF ALJ_ LAWN AREAS.
2:1 SLOPE AR
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AS ABOVE.
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USING HYDROMULCH PULP AS A GUIDE. SPRAY THE SOIL WITH A
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CALENDAR DAYS. COMMENCING FROM 7HE 71ME ALL REMS OF
2.
CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMfrS
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UNIFORM VISIBLE COAT OF SLURRY UNTIL A COMPLETE EVEN
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WORK HAVE BEEN COMPLEFED TO THE SA71SFAC71ON OF THE
(3) CONTRACTOR WILL APPLY 10 POUNDS OF POST PLANT
AND FEES TO COMPLETE WORK.
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4. SOIL PREPARATION AND GRADING 7.
MAINTENANCE
DAMAGE TO PLANTING AREAS SHALL BE REPLACED IMMEDIATELY.
SPECIAL CONDMONS
ALL AREAS TO BE HYDROSEEDED SHALL BE WATERED TO A DEPTH
ROUGH GRADES AND ROCK PLACEMENT: ESTABUSHED BY OTHER
PLANT MAINTENAISICE WORK SHALL CONSIST OF APPLYING WATER
(1) DEPRESSIONS CAUSED BY VEHICLES. BICYCLES, OR FOOT
ALL
PROVISIONS OF 7HE GENERAL CONDITIONS OF THE CONTRACT
OF SIX INCHES (6-) PRIOR TO HYDROSEEDING.
SECTIONS.
(EXCEPT INMAL WATERING OF PLANTS) WEEDING, CARING FOR
TRAFFIC TO BE FILLED WITH TOPSOILS AND LEVELED.
SHALL APPLY TO THE WORK AS IF HEREIN WRWMN.
PLANTS, EDGING AND MOWING OF LAWNS, AND PERFORMING THE
REPLANT DAMAGED AREAS.
USE HYDRAI EQUIPMENT WITH BUILT-IN A0TATION SYSTEM
FOLLOWING FINAL PLANT ESTABUSHMENT WORK:
1.
ALL MSTING UTILITY UNES AND IMPROVEMENTS SHALL BE
STANDARD TO THE INDUSTRY.
SOIL CONDITIONING: THOROUG LY I CORPORATE THE FOLLOWING
(2) EXTERMINATE GOPHERS AND MOLES AND REPAIR DAMAGE,
LOCATED PRIOR TO WORK.
INTO THE TOP SIX INCHES 6 . OF ALJ_ LAWN AREAS.
2:1 SLOPE AR
THE ENTIRE PROJECT TO BE MAINTAINED FOR A PERIOD OF (60)
AS ABOVE.
USING HYDROMULCH PULP AS A GUIDE. SPRAY THE SOIL WITH A
(EXCLUDING
CALENDAR DAYS. COMMENCING FROM 7HE 71ME ALL REMS OF
2.
CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMfrS
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UNIFORM VISIBLE COAT OF SLURRY UNTIL A COMPLETE EVEN
SOIL CONDITIONER - 4 C.Y.
WORK HAVE BEEN COMPLEFED TO THE SA71SFAC71ON OF THE
(3) CONTRACTOR WILL APPLY 10 POUNDS OF POST PLANT
AND FEES TO COMPLETE WORK.
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COVENAGE OF THE AREA IS ACHIEVED.
PRE -PLANT FERTIUZER - 8 LBS.
LANDSCAPE ARCHITECT.
FERTILIZER (16-8--8) PER 1.000 SQUARE FEEr TO ALL
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GYPSUM -PER SOIL TEW
PLANTED AREAS.
3.
CONTRACTOR SHALL BE INSURED FOR UABIUTY AND PROPEW
SOIL PREPARATION AND PLANTING
WEffING AGENT - PER SOIL TEST
DURING THE FINAL (60) CALENDAR DAY PEMOD ALL PLANTS AND
DAMAGE.
PER 1.000 SQUARE FEEr.
PLANTED AREAS SHALL BE KEPT WELL WATERED MD WEED FREE 8.
GUARANTEE AND REPLACEMENTS
1. ALL PLANTING LOCATIONS SHOWN AND MEASUREMENTS SCALED
AT ALL MMES. WEEDS, DAUAS. JOHNSON. AND BERMUDA GRASS
4.
CONTRAI SHALL ADEQUATELY PROTECT ALL EXISTING
FROM THE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS TO BE
SHAI BE REMOVED. LAWN IS TO BE MOWED BEFORE IT EXCEEDS
ALL SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED BY THE
PROPERTY.
APPROVED BYTHE LANDSCAPE ARCHfTECT.
DEEP WATERING: DEEP WATERING LEACH ALL PLANTING AREAS TO
3-1/2- IN HEIGHT. LAWN IS TO BE CUT TO NOT LESS THAN 2-
CONTRACTOR AS 70 GROWIH AND HEALTH FOR A PERIOD OF
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43,
EIGHT (8) INCHES MINIMUM DEPTH.
1/2- AND DURING 7HE PERIOD OF MAINTENANCE. ff PALL NOT
SIXTY -DAYS AFrER COMPLETION OF THE SPECIFIED
5.
CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP
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2. ALL PLANT MATERIALS SHALL BE PROTECTED FROM D(CESSIVE
BE ALLOWED TO EXCEED 30 IN HEIGHT. COLLECT GRASS
MAINTENANCE PERIOD AND/OR FINAL ACCEPTANCE BY THE
FOR ONE YEAR. (EXCEPT AS NOTED)
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WIND, SUN, AND ALL OTHER DAMAGE.
FINAL GRADING: ENSURE POSITIVE DRAINAGE OF PROJECT AREA
CLIPPINGS DURING MOWING OPERATIONS AND REMOVE FROM SITE.
LANDSCAPE ARCHITECT. ALL. TREES UP TO 5 GNION SIZE SHALL
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WITH ALL AREAS LEFT SMOOTH AND EVEN AND FREE OF ROCKS.
THE EOW PROJECT SHALL BE CARED FOR SO INAT A NEAT AND
BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN
6.
ALL MATERIALS SHALL BE OF STANDARD. APPROVED, AND FIRST
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3. MATERIALS:
CLODS AND DEBRIS. FINISH GRADE SHALL BE ONE INCH (1-)
CLEAN CONDITION WILL BE PRESENTED AT ALL TIMES. TO 7HE
ACCEPTABLE UPRIGHT' POSMON FOR A PERIOD OF SIX MONTHS
GRADE QUALITY AND SHALL BE IN PRIME CONDITION.
BELOW ADJACENT FLAIWORK AND.CURBS EXCEPT LAWNS SHALL BE
SAMSFACTION OF THE LANDSCAPE ARCHITECT.
AFTER COMPLETION OF 7HE SPECIFIED &WNTENANCE PERIOD
TOPI APPROVED CLEAN SANDY LOAM AND/OR LOAM SOIL, OR
FWSH.
AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT.
7.
WORK. -SHALL BE PERFORMED WHEN WEATHER CONDFFIONS PERMIT
APPROVED EQUAL
AFTER EACH CUTTING. THE EDGE OF THE GRASS SHALL BE
TREES IN 15 CALLON. OR LARGER. AND ALLnaiD GRowN
SATISFACTORY RESULTS.
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TMMMED TO A NEAT AND UNIFORM LINE. LAWN EDGES SHALL BE
SPECIMENS SHALL BE GUARAWMD BY THE CONTRACTOR TO LIVE
12 1
OD
SOIL CONDITIONER
5. PLANTING INSTALLATION
MAINTAINED IN A NFAT CONDITION UNTIL ACCEPTANCE OF WORK.
AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD
8.
-ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPROVED
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OF ONE YEAR AFTER COMPLETION OF THE SPECIFIED
METHODS AND STANDARDS AS SET FORTH BY THE CAUFORNIA
a:
NiTROLIZED SHAVINGS, TERRA BLEND OR APPROVED EQUAL
LAYOUT: PER PLANS WITH FINAL REVIEW AND APPROVAL OF
WORKMEN SHALL NOT BE ALLOWED TO WALK ON LAWN AREAS
OR AFTER PLANTING. DAMAGED
MAINTENANCE PERIOD. AND/OR FINAL ACCEPTANCE BY THE
COUNCIL OF LANDSCAPE CONTRACTORS, UNLESS OTHERWISE
INDICATED OR SHOWN.
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LOCATIONS BY LANDSCAPE ARCHITECT.
UNNECESSAIRILY BEFORE. DURING
LANDSCAPE ARCHITECT.
GYPSUM: BEN FRANKUN AGRICULTURAL GYPSUM, OR EQUAL
OR COMPACTED LAWN AREAS SHALL BE RE -CULTIVATED AND
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EXCAVATION: PLANTING HOLES SHALL BE AS SHOWN ON DETAILS.
REPLANTED. AT THE CONMCTOR*S EXPENSF_ 9.
CLEAN-UP
9.
ALL WORK SHALL BE IN FULL COMPLIANCE WITH ALL GOVERNING
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PRE -PLANT FERTILIZEP.- COMMERCIAL (6-20-20) OR EQUAL
CODES AND REGULATIONS.
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POST-PLAN'r FERTIUZER: COMMERCIAL (16-8-8) OR EQUAL
PLANTING TABLETS: SET THREE INCHES (3") BELOW GRADE:
IN ORDER TO EXPEDITE THE PLANT ESTABLISHMENT WORK. THE
CONTRACTOR SHALL MAJNTAJN A SUFFICIENT NUMBER OF MEN AND
UPON COMPLETION OF WORK OF IM SECTION. REMOVE RUBBISH,
TRASH AND DEBRIS RESULTING FROM OPERATION. REMOVE
10.
ALL AREAS SHALL BE LEFr CLEAN, FREE OF DEBRIS AND WASHED
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1-5 GRAM PER FLAT PLANT AND/OR CUTTING
ADEQUATE EQUIPMENT TO PERFORM THE WORK HEREIN SPECIFIED
DISUSED EQUIPMENT AND IMPLEMENTS OF SERVICE. AND LEAVE
DOWN.
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PLANTING TABLErS: AGRIFORM (20-10-5) BLUE CHIP TABLETS.
1-21 GRAM PER 1 GALLON
AND FROM THE 'nME ANY PLANTING IS DONE UNTIL THE END OF
ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION
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3-21 GRAM PER 5 GALLON
THE FINAL (60) CALENDAR DAY PERIOD.
SUCH AS TO MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT.
11.
LANDSCAPE ARCHfrECT RETAINS OPTION TO REQUIRE THAT
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PLANTING BACKFILL TWO (2) PARTS EXCAVATED SOIL BLENDED
5-21 GRAM PER 15 GALLON
WITH ALL PAVING. WALKS AND OTHER CONSTRUCTION WASHED-
CONTRACTOR RECEIVE A FIELD OBSERVAMON OF EACH OPERATION
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WITH ONE (1) PART SOIL CONDITIONER.
1-21 GRAM PER EACH 2 INCH BOX SIZE
THE CONTRACTOR MAY BE REUEVED FROM MAINTENANCE WORK
DOWN AND FREE OF ALL DIRT AND DEBRIS.
AND MATERIAL PRIOR TO INCORPORA71ON INTO THE WORK.
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WHEN THE FINAL (60) CALENDAR DAY PUWT ESTABLISHMENT
MULCH: SHREDDED. CLEAN GROUND FIR OR PINE BARK MULCH.
SETTING: SET PLANTS SUGHTLY HIGHER THAN FINISH GRADE
WORK HAS BEEN SATISFACTORILY COMPLErED TO THE
12.
CONTRACTOR SHALL USE ANY MEANS NECESSARY TO PROTECT ALL
AND THOROUGHLY WATER IN.
SATISFACTION OF THE LANDSCAPE ARCHITECT.
PLANTED AREAS FROM FOOT TRAFFIC INCLUDING BUT NOT
TREE STAKES: *(WO INCH (2w) BY TEN FOOT (10s) LONG SOUND
UMITED TO STAKES & WARNING TAPE.
LODGE POLE PINE STAKES. POINTED ONE END ONLY.
STAYJNG AND GUYING: TO INSURE SAFETY AND PROPER HEALTH
OF TREE. TIE WITH TIES PER DETAILS.
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TREE TIES: BLACK VINYL CNCH-TIES BY BORDEN OR EQUAL
WATER WINS: AS REQUIRED TO ADEQUATELY WATER TREES AND
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TREE GUYS: 12 GAUGE GALVANIZED STRANDED WIRE PER DETAIL.
SHRUBS.
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WOOD HEADERS: CONSTRUCTION ALL -HEART RE]DWOOD. FREE OF
LEVEUNG: ALL PLANTING AREAS SHALL BE LEFT SMOOTH AND
KNOTS ON TOP EDGE.
EVEN.
PLANT MATERIALS: PER 7HE CAUFORNIA STATE DEPARTMENT OF
MULCHING: NOTED AREAS SHALL RECEIVE EVEN TWO INCH
drawn:
V*Dw
AGPJCULTURE'S REGULATIONS FOR NURSERY INSPECTIONS OF
(2w) LAYER OF BARK MULCH.
RULES AND GRADING. PLANTS SHALL BE SOUND AND HEALTHY.
checked.-
V.Do
FREE OF DISEASE AND DEFECTS. WELL DEVELOPED OF SIZE
6. LAWN INSTALLATION
NORMAL FOR CONTAINER SIZE AND NOT ROOT -BOUND.
date: 11 -0 1
-05
UNSATISFACTORY AND UNDER -SIZED PLANTS VALL BE REJECTED.
SEED PER SUPPLIERS RECOMMENDATIONS ON SEiTLED. EVEN AND
PROTECT PLANTS AT ALL TIMES ACCORDING TO SPECIES.
FIRIABLE GRAIDE. AT 'ME RATE OF 12 LBS. PER 1.000 SQUARE
SHEET
FEU AND TOPDRESS.
SEEDS: PI LIVE SEED OF VARIETIES SPECIFIED, FREE OF
L-3
WEED SEED; GERMINATION AS SPECInM.
MAY 12f 3
of 3 sheets
DETAILS AND SPECIFICATIONc. DRAWING#4077
OF 66
ALL IDEAS, DESIGNS, & ARRANGEMENTS REPRESENTED HEREON ARE THE PROPERTY OF ALHAMBRA GROUP LANDSCAPE ARCHITECTS & SHALL BE USED FOR THIS PROJECT ONLY EXCEPT WITH THE WRITTEN PERMISSION OF SAID ARCHITECTS. ANY CHANCE "E BY PARTIES OTHER THAN SAID ARCHITECTS SHALL RELIEVE ARCHITECTS OF RESPONSIBILITY FOR THE FACILITY OR AFFECTED PORTION THEREOF. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDMONS PRiOR TO THE START OF ANY WORK & SHALL REPORT ANY DISCREPANCY TO THE ARCHITECT. NMNL