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SHRUB SPRAY HEAD
BUILDING EDGE -
SCH 80 PVC NIPPLE
THREADED BOTH ENDS
FiNISH GRADE
15C
MARLEX STREET ELL
PVC STREET ELL
\- - • PVC LAT. LINE
SHRUB SPRAY HEAD N: 5.
WALK OR CUR13 1 • f - FINISH GRADE
,� -- Ian •_.�
POP --UP TURF HEAD
SCH 80 PVC NIPPLE
THREADED BOTH ENDS
Jti1ARLEX STREET ELL
MARLEX STREET ELL
r- PVC LATERAL LINE
PVC TEE OR ELL
TRIPLE SWING
3 'URF POP-UP HEAD
SIDEWALK' cum,
E=.---\
HYDROSEEDING MIXTURES AVID RATES OF APPLICATION GENERAL NOTES
LMH: `r-ffr- -TgI )'LF_ CROHN PWARF FESCUE: E31 -.ENP � 1. COORDINATE AND REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL NOTES
KA-T-I�_ _ IV-- LV• Pr AND SPECIFICATIONS.
VIOX��^ �''/d l.. T ` IG�o f 2. SEE CIVIL, ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT
SHOWN ON THESE PLANS.
ode' m& VINE- l.�• �1 L_�. � 1000 5�
3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SiTE
10
LM :.F,COO VI • COK
' T�. CONDITIONS A NE OTHERWISE. MAINTAIN FLOW LINES AND DRAINAGE PATTERNS AS
INDICATED ON ENGINEER'S GRADING PLANS.
ROUND PL.ASTiC AMETEX IA _ FiNISH GRADE HYDROSEEDING S U S P E N S I'O N OR SLURRY C OMP O S I T I O N 4. STRUCTURAL ENGINEER TO HOLD DOWN 12' OR TURN BACK PLANTING WALL
03 VALVE BOX W/LOCK FOOTINGS TO ALLOW FOR MAX. PLANTING AREA.
TOP 1 GREEN W000 MULCH � 2,250.0 LB.
MILONGANITE (6.3.0) 1,000.0 LB. 5. VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND BE HELD LIABLE FOR
i ' ='' I ' t
FERTILIZER (16-16.16) 300.0
DAMAGES INCURRED BY INSTALLATION OF THE WORK.
�Illil R•BINDER 150.0 LB.
3 FERROUS SULFATE OR IRON CHELATE 275.0 GALS.. 6. REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING
CONSTRUCTION.
PVC MALE - - GATE VALVE
ADAPTOR 7. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE
I STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN THE
APPLICATION PROCEDURES AND E Q U i P M E N T PLANS AND SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE
MAINLINE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT.
20x4' R.W.D. BLOCK 1 CU.FTPEA GRAVEL A EQUIPMENT - HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THE FERTILIZER,
.
SEED AND SLURRY OF PREPARED WOOD PULP SHALL BE OF THE 'SUPER HYDRO- 8. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM,
SEEDER" TYPE AS APPROVED BY THE INCLUDING FOOTINGS, SHALL EXTEND BEYOND THE PROPERTY LINE.
SHALL HAVE A BUILT-iN AGITATION SYSTEM AND OPERATING CAPACITY SUFFICIENT TO
AGITATE, SUSPEND,,AND HOMOGENOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH
40# OF FiBER MULCH PLUS A COMBINED TOTAL OF 70 FERTILIZER SOLIDS FOR EACH 100 SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THE CONSTRUCTION
GALLONS OF WATER. OPERATIONS. PIPING, CONDUIT AND SLEEVES SHALL BE SET 1N PLACE PRIOR TO
GATE VALVE �+�• INSTALLATION OF CONSTRUCTION ITEMS.
THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE
AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL 10THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
PROVIDE A CONTINUOUS NOWFLUCTUATING DISCHARGE. THE SLURRY TANK SHALL CONSTRUCTION MEANS AND METHODS, BRACING, TEMPORARY SUPPORTS, AND.
HAVE A MINIMUM CAPACITY OF 1500 GALLONS AND SHALL BE MOUNTED ON A SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS
TRAVELING UNIT, EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF
WILL PLACE THE SLURRY TANK SPRAY NOZZLES WiTHIN SUFFICIENT PROXIMITY TO THE CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SiTE. THESE
AREAS TO BE SEEDED. _ VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS.
B. PREPARATION •THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF WORK 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE
AND SHALL BEGIN BY ADDING WATER TO THE TANK MIEN THE ENGINE IS AT HALF -
THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR LANDSCAPE ARCHITECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE).
SHAFT, GOOD RE -CIRCULATION SHALL BE ESTABLISHED AND, AT THIS TIME, THE SEED
SHALL BE ADDED. FERTILIZERS SHALL THEN BE ADDED, FOLLOWED BY WOOD PULP 12. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND
MULCH. CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE.
,
MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK 13, DIMENSIONS ARE FROM OUTSIDE FACE OF BUILDING, PAVING AND WALLS UNLESS
WALK OR CURB 1' i FINISH GRADE IS AT LEAST ONE-THIRD (i/3) FILLED WITH WATER. OTHERWISE NOTED. ANGLES ARE 90 OR 45 UNLESS OTHERWISE NOTED.
.._ THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANK IS HALF- 14. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND
FILLED WITH WATER. ALL THE WOOD PULP MULCH SHALL BE ADDED BY THE TIME THE INTERFACING WORK OF OTHER TRADES.
TANK IS TWO-THIRDS (2/3) TO THREE-FOURTHS (3/4) FULL. SPRAYING SHALL COMKIENCE r
POP-UP SHRUB HEAD IMMEDIATELY WHEN THE TANK iS FULL. 15. MATERIALS AND WORKMANSHIP: CONFORM TO LATEST UNIFORM BUILDING CODES
AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF
SCH 80 PVC NIPPLE G APPLICATION - THE OPERATOR SHALL SPRAY THE SLOPES WITH A UNIFORM, ViSIBLE CONTRACT DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF CODES. IF
THREADED BOTH ENDS COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER.
MARLEX STREET ELL - BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN,
MARLEX STREET ELL ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHERE UNTIL A GOOD COAT IS
ACHIEVED, AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE.
A I
PVC LATERAL LINE D. ALL BARE SPOTS SHALL BE RESEEDED WITHIN NINETY (90) DAYS TO THE SATISFACTION
FTiTNG '
OF THE CITY ENGINEER.
NOTE:
APPLY SEED BETWEEN OCTOBER I AND FEBRUARY 1. IF NO RAIN, WATER SLOPES TO HA.ROSCAPINC
DEPTH OF 4 INCHES. CONTINUE TO WATER TO KEEP SEED BED FROM DRYING OUT UNTIL
SHRUB POP --UP HEAD NI -:-'5. RAINS BEGIN. ACC-RE CA TIE 8A_&E
LANDSCAPE CONTRACTOR SHALL ARRANGE'cOR NONIRRIGATED HYDROSEEDED'r 14AN 8���._cX f7C� - SFE SPECS.
SLOPE AREAS TO BE WATERED WITH A WATER TRUCK TEMPORARILY UNTIL '• 1� t �� t f� CI fCR NA TEfnItI, 94z
HYDROSEEDING IS ESTABLISHED. COLIPiIC TTUN ft£Q1. )PED
IIE31 IL~3II
PRIOR TO THE ACCEPTANCE OF TI4E HYDROSEEDED AREAS BY THE CITY'S RESIDENT II
ENGINEER, A CERTIFICATION REPORT MUST BE SUBMITTED BY A REGISTERED2
LANDSCAPE ARCHITECT, STATING THAT THE HYDROSEEDING WAS DONE ACCORDING TO 3 NUN -PRC 1 5k R'E LA TER,,L
THE PROJECT SPECIFICATION AND THAT ITS GROWTH IS ADEQUATELY ESTABLISHED TO pf T�R��.
"m1 11-1 SET FLUSH I AFI ISH PREVENT EROSION. � jj� NUN--Pgffi& TERAL
GRADE 1N LAWN AREA
3 -ABOVE FINISH GRADE. , • -
IN OTHER AREAS SANO
FINISH GRADE
LAWN AREAS
•,, FINISH GRADE
i Shue ARCD
. ttr+ i7+
12' ROUND PLASTIC
' ++ « t _ Box a cov" w/LORI
,. TOP FINISH GRADE
.� STAINLESS STEEL CLAMP i
- _ RISER
SIZE 9 LENGTH AS REO'D .-- - - --- - -- -� ,
` SCH. 80 PVC NIPPLE '>` - - - _ - - - _ _ - - _ _ _ MAIN OR LATERAL UNE
EA GRAVEL ELLS ' TEE OR ELL
ra tt
! / • a r
.H. rt0 PVf�ai-{.:+• , .: •,` 12' NIPPLE
Bow LE
'•''''r""TS.CH.40 PVC STREET ELBOW EvA*nON
•',� TEE OR Eli.
U?PLY SCH. 80 PVC NIPPLE '
S,SxT) SIZE a LENGTH AS REQ'0--- MAIN OR LATERAL LINE
G MARLEX STREET ELL
r'
_PVC SUPPLY LINE .12'- NIPPLE-
MARLEX STREET ELL
T SCHEDULE 40 STREET ELL
SCH. 40 PVC STREET ELBOW
SCHEDULE 80 PVC RISER
PLAN
PVC PiPE STAKE NOTE ALL PIPE AND FITTINGS SHALL BE SCHEDULE
(SCH.40)
MIN. 36' LONG OR AS SiTE 80 PVC UNLESS OTHERWISE SPECIFIED
REQUIRES
E ; PICAL QUICK COUPLING VALVE TRIPLE SWING JOINT N.T.
"0 SCA" ASSEMBLY
NS FOR POP-UP' HEADS
' NOTE: USE TEFLON TAPE
C -N ALL i HREADED
:*41*
,N FITTING
. . . . . . . • . .
a - •o
0
EDGE OF PAVING, WALK, WALL, ETC.
11 4r=
Im
NOTE:
LOCATE PLANTS SPACED EQUIDISTANT (D)
FROM EACH OTHER AS SHOWN. D - AS
SHOWN ON PLANING PLAN
GROUNDCOVER
MULCH (ON FLAT GRADES ONLY)
A' � .
'4 ci�-
CONDITIONED SOIL.
SUBGRAOE
GROUND COVER PLANTING NT -4
FINISH GRADE
0 -
WATER RETENTION BASIN • 4" HIGH
Y FERTILIZER TABLETS
j (SEE SPECS.)
1/2x MINIMUM ROOTBALL DEPTH t ROOTBALL.
2x THE WIDTH OF ROOTBALL BACKFILL Mi)( SEE SPECS.
PUDDLE AND SETTLE BACKFILL PRIOR TC
PLACEMENT OF SHRUB
10 SHRUB PLANTING �Ty
✓-i
SCVq TR MRE _SLfEW-
ZE PA Pt -AN rAU
i ADJACENT TO ARESSURE
- - Sit PP L Y L1l<
6' TYPiCP`� RE Lp�s_lsvff
Y UNf
OfAIJC R
S UP'PL Y LINE
NO TES:
ALL SL..£ E ti£ S TO 8•E" SCM sn P �C.
f x rENO ALL SL.L£r�ES 24 • iF 1'Ct4O EDS Cir MARJSCAPING AT &O TN ENDS.
CC44PAC T Ti:?'[NCHE; IN AR�,A 5 TO 8F PLAN TEO
BY TNpURCUC-�-IL Y ,C (TING 6ACKaL *IM
,vA TER TO L E till GRA
604
SLEEVING DETAIL I:r_-�P.
NO TE:
PIGTAIL AND LOOP CCN TRa WiRE AT ALL 90 OEG�?EE CHNrGE•S
,N o►R£cn0rv• TRENCHING DETAIL
PLANTING NOTES
fINtSH GRADE
IRRIGATION NOTES
1.
MAINTAIN A QUALIFIED SUPERVISOR ON SITE AT ALL TIMES
1.
DRAWINGS ARE DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN
BACKf-ILL - SEE SPECS
DURING INSTALLATION OF THE WORK.
�A► �� ♦CLEAN
it
C%4
FCR
NCW REQUIRED
90X COAdPAC
SHALL BE INSTALLED IN PLANTING AREAS. THE CONTRACTOR
2.
SNAKE PlP%l'." IN rRENCH
.'SHALL
LOCATE ALL VALVES IN SHRUB AREAS. AVOID ANY
a�'• ... ..-
• ...
����f •
.C. AND INSTALL
:. ri��;.; �i,r ,.•S.•P=
A04ACENT TO PRESSURE
AND ARCHITECTURAL FEATURES. IRRIGATION CONTRACTOR
s
SHALL REVIEW PLANTING PLANS PRIOR TO INSTALLATION:
PROWOC 2' OF CLEAN BACXiILL
ONLY. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY
PRESSURE UPPtY LINE
6- rrPICAL
S14AKE PION TRENCH
NO TE:
PIGTAIL AND LOOP CCN TRa WiRE AT ALL 90 OEG�?EE CHNrGE•S
,N o►R£cn0rv• TRENCHING DETAIL
PLANTING NOTES
IRRIGATION NOTES
1.
MAINTAIN A QUALIFIED SUPERVISOR ON SITE AT ALL TIMES
1.
DRAWINGS ARE DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN
V..
DURING INSTALLATION OF THE WORK.
PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND
SHALL BE INSTALLED IN PLANTING AREAS. THE CONTRACTOR
2.
COMPLY WITH GOVERNING CODES AND REGULATIONS.
.'SHALL
LOCATE ALL VALVES IN SHRUB AREAS. AVOID ANY
CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING
3.
VERIFY MATERIAL QUANTITIES PRIOR TO INSTALLATION.
AND ARCHITECTURAL FEATURES. IRRIGATION CONTRACTOR
QUANTITIES LISTED ON THE DRAWINGS ARE FOR CONVENIENCE
SHALL REVIEW PLANTING PLANS PRIOR TO INSTALLATION:
ONLY. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY
,
OVER QUANTITY DESIGNATED.
2.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR
TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES,
4.
PLANT GROUNDCOVER AND SHRUBS WITH TRIANGULAR SPACING
LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND
UNLESS NOTED OTHERWISE. GROUND COVER TO BE CONTINUOUS
UTILITIES. THE IRRIGATON CONTRACTOR SHALL REPAIR OR
UNDER ALL TREES AND SHRUB MASSES.
REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL ',
COORDINATE HIS WORK WiTH OTHER CONTRACTORS FOR
5.
FOR COLOR PLANTING, SUBMIT UST OF AVAILABLE MATERIALS
THE LOCATION AND INSTALLATION OF PiPE SLEEVES AND
APPROPRIATE TO SEASON OF INSTALLATION TO LANDSCAPE
LATERALS THROUGH WALLS, UNDER ROADWAYS AND }
ARCHITECT FOR APPROVAL,
PAVING, ETC.
6.
PLANT MATERIAL IS SUBJECT TO APPROVAL BY THE LANDSCAPE
3.
INSTALL ALL MATERIALS iN ACCORDANCE WITH APPUCABLE
ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO
CODES, ORDINANCES, MANUFACTURER'S INSTRUCTIONS,
INSTALLATION. SUBMIT FOR LANDSCAPE ARCHITECT'S APPROVAL
DETAILS AND SPECIFICATIONS.
A LIST OF BOXED MATERIAL WITH SPECIFICATIONS AND NURSERY
LOCATIONS. BOXED TREES TO BE SELECTED AT THE NURSERY
4.
PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR
AND SPOTTED ON SiTE BY LANDSCAPE ARCHITECT..
SHALL CONTACT THE LANDSCAPE ARCHITECT AND
(GIVE A MINIMUM OF 48 HOURS NOTICE.)
COORDINATE ALL INSPECTIONS.
7.
PRIOR TO PLANTING, PERFORM ONE PERCOLATION TEST PER
5.
CONTRACTOR SHALL PROVIDE 100°' COVERAGEWITH
6000 SQUARE FEET OF PLANTING AREA. FILL A 24" BOX SIZE HOLE
'
MINIMAL OVERSPRAY ONTO NON -PLANTED AREAS.
WITH WATER, IF IT DOES NOT COMPLETELY DRAIN WITHIN 24
HOURS NOTIFY LANDSCAPE ARCHITECT, THE TEST SHALL BE DONE
6.
THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A
UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE,
COMPLETE RECORD SET OF PRINTS WHICH SHALL BE
8.
OBTAIN A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS
CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE
LABORATORY. RECEIVE LANDSCAPE ARCHITECT'S APPROVAL
ORIGINAL DRAWINGS. BEF=ORE THE TiME OF THE FiNAL
OF THE SOILS REPORT PRIOR TO START OF CONSTRUCTION.
INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL
SOIL PREPARATION SHALL BE INSTALLED PER THE SOIL
INFORMATION FROM THE SET TO AN 'AS -BUILT" SET ON A
AGRONOMY REPORT.
REPRODUC I .BLE MYLAR SEPiA, PROCURED FROM THE
LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND
9.
SOIL AMENDMENTS SPECIFIED BELOW ARE FOR BIDDING PURPOSES
LEGIBLE.
ONLY. THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY
BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF
7.
THE IRRIGATION CONTRACTOR SHALL VERIFY WATER
A ROTOTILLER TOA DEPTH OF 6". ON SLOPES STEEPER THAN 3:1
PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY
OMIT SHAVINGS AND SCARIFY AMENDMENTS INTO TOP 2' OF SOIL.
DIFFERENCE BETWE�N'THE WATER PRESSURE INDICATED
ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT
GENERAL SOIL PREP: AMOUNT PER 1.000 SQUARE FEET:
THE IRRIGATION POINT OF CONNECTICN TO THE OWNER'S
4 CU. YDS, NITROGEN STABILIZED REDWOOD,
AUTHORIZED REPRESENTATIVE.
FiR OR CEDAR SHAVINGS
25 LBS. SOIL SULFUR
8.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS
150 LBS. 5-3-1 GRO-POWER FERTILIZER
SHOWN ON THE DRAWINGS WHEN iT iS OBVIOUS iN THE FIELD
LBS./CU. YD. AGRICULTURAL GYPSUM
THAT UNKNOWN OBSTRUCTIONS, PRESSURE OR GRADE
,25
DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS
BACKFILL MIX: AMOUNT PER CUBIC YARD:
EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE
6 PARTS ON-SITE SOIL -
OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT
4 PARTS BY VOLUME NITROGEN STABILIZED
THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION
REDWOOD, FIR OR CEDAR SHAVINGS
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
15 LB./CU. YD. 5-3-1 GRO-POWER FERTILIZER
ANY REVISIONS NECESSARY.
2 LBS./CU. YD. IRON SULFATE
9.
ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING
10 LBS./CU. YD. AGRICULTURAL GYPSUM
SHALL BE INSTALLED IN SEPARATE SLEEVES AND WITH A 24 -
ACIDIC BACKFILL MIX: AMOUNT PER CUBIC YARD:
MINIMUM COVER. MAIN LINE SLEcVE SIZE SHALL BE A
FOR PLANTS REQUIRING ACID SOIL; SUCH AS FERNS,
MiNIMUM OF TWiCE (2X) THE DIAMETER OF THE PIPE TO BE
AZALEAS, CAMELLIAS, GARDENIAS, ETC.
SLEEVED. CONTROL WiRE SLEEVES SHALL BE OF
1 PART SHARP SAND
SUFF=ICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES
2 PARTS PEAT MOSS
UNDER PAVING.TAPE ENDS OF SLEEVES WITH MAGNETIC
3 LBS. TURF SUPREME 16-6-8
TAPE FOR EASE IN LOCATING.
1 LB. SEQUESTRINE Fe 330 IRON CHELATE .
10.
ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC
10.
FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS
SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO
(20-10-5), PLACE TABLETS AF HALF THE DEPTH OF THE ROOTBALL
PAVING, MiN. 24' COVER.
IN QUANTITIES AS FOLLOWS:
1 GALLON SHRUBS 1
11.
PIPE SiZES SHALL CONFORM TO THOSE SHOWN ON THE
5 GALLON SHRUB AND TREE 3
DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES
15 GALLON SHRUB 4
SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER
15 GALLON TREE 5
SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED
BOXED MATERIAL 1 PER 4' OF BOX SIZE
PIPE SHALL BE REMOVED FROM THE SITE AT THE TiME CF
SAID REJECTION.
11.
VINES SHALL BE INSTALLED WiTH THE NURSERY STAKES
REMOVED AND RUNNERS ESPALIERED TO THE ADJACENT WALL.
12.
FiNAL LOCATION OF THE BACKFLOW PREVENTER AND
VINES SHALL NOT BE PLACED DIRECTLY UNDER WINDOWS OR IN
AUTOMATIC CONTROLLER SHALL BE APPROVED BY
LOCATIONS WHICH MIGHT CONCEAL BUILDING NUMBERS, LIGHTS,
OWNER'S AUTHORIZED REPRESENTATIVE.
OR OTHER VISUAL ELEMENTS.
13.
120 VAC ELECTRICAL POWER SOURCE AT THE CONTROLLER
12.
SEE PLANTING DETAILS AND PROJECT MANUAL, IF ANY,
LOCATION SHALL BE PROVIDED BY THE OWNER. THE
FOR STAKING, GUYING AND PLANTING PROCEDURES.
IRRIGATION CONTRACTOR SHALL MAKE THE FINAL
CONNECTION FROM THE ELECTRICAL SOURCE TO THE
13.
ROOT BARRIERS REQUIRED FOR ALL TREES 5' AND CLOSER
CONTROLLER.
TO PAVED SURFACES, OR PER LOCAL CODE; MANUFACTURED
BY 'DEEP ROOT CORP.% OR EQUAL. SiZE AND INSTALLATION
14.
ALL SPRINKLER HEADS SMALL BE SET PERPENDICULAR TO
PER MANUFACTU'RER'S SPECIFICATIONS AND DETAILS.
FINISH GRADE UNLESS OTHEERWISE SPECIFIED. THE
IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL
14.
TRUNK GUARD REQUIRED FOR ALL TREES IN TURF AREAS.
SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE
MANUFACTURED BY 'ARBOR GUARD', OR EQUAL. SIZE AND
WITH MiNIMAL OVERSPRAY CNTO WALKS, STREETS, WALLS,
INSTALLATION PER MANUFACTURER'S SPECIFICATIONS
ETC.
AND DETAILS.
15.
THE IRRIGATION CONTRACTOR SHALL INSTALL ANTI -DRAIN
15.
TOP DRESS SHRUB AREAS WITH 2" THICK LAYER OF SHREDDED
VALVES (TO PREVENT EXCESSIVE DRAINAGE FOR LOW
REDWOOD BARK MULCH.
HEADS) ON ALL HEADS IN SYSTEMS WHERE FINISH GRADE
EXCEEDS 5 FEET.
16.
SEPARATIONS BETWEEN, TURF AND GROUND COVER AREAS
SHALL BE SHOVEL CUT UNLESS NOTED OTHERWISE.
16.
ALL IRRIGATION LINES CROSSING DRAINAGE SWALES SHALL
BE GALVANIZED SCHEDULE 40 ONE SIZE LARGER THANSPECIFIED
17,
THIRTY (30) DAYS AFTER INSTALLATION, FERTILIZE LANDSCAPE
PVC PIPE. EXTEND PAST EDGE OF SWALE
AREAS WITH BEST FERTILIZER COMPANY 16-6-8, APPLIED AT THE
MINIMUM OF 12-.
RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET OR AS
SPECIFIED IN SOIL ANALYSIS. FERTILIZER APPLICATION SHALL BE
17.
ALL CONTROLLERS SHALL BE INSTALLED WITH A 'RAIN
CONTINUED THEREAFTER AT MONTHLY INTERVALS.
GUARD' AUTOMATIC RAIN SHUT OFF= DEVICE FROM W.C.S.
18.
INCLUDE iN BID A PRICE FOR COMPLETE MAINTENANCE OF ALL
CLAREMONT, CA. (714) 621-5805. LOCATE ON SIDE OF
CONTROLLER HOUSING WITH PIPE ELBOW, EXPOSED TO
WORK FOR 50 DAY . THE MAINTENANCE PERIOD SHALL BEGIN
UNOBSTRUCTED RAINFALL AND CLEAR OF IRRIGATION
UPON THE DATE OF ACCEPTANCE BY OWNER'S REPRESENTATIVE.
SPRAY. IF NECESSARY, PROVIDE 1 1/2' GALVANIZED PIPE
MAINTENANCE SHALL CONSIST OF BUT NOT BE LIMITED TO KEEPING
EXTENTiON, LENGTH AS REQUIRED TO MAINTAIN CLEAR
AREAS CLEAN, WEED FREE, TRIMMED, WATERED, PEST AND
,SPACE INSTALL PER MANUFACTURER'S SPECIFICATIONS.
DISEASE FREE AND ALL OTHER WORK NECESSARY FOR HEALTHY,
VIGOROUS GROWTH AND CLEAN APPEARANCE.
18.
SEE IRRIGATION DETAIL SHEET FOR ASSEMBLIES
19.
CONTRACTOR SHALL REPLACE PLANTS WHICH ARE FOUND IN AN
AND REFER TO THE SPECIFICATIONS MANUAL FOR
UNHEALTHY OR IMPAIRED CONDITION, MISSING OR DEAD DURING
AODITi0NAL INFORMATION.
THE MAINTENANCE PERIOD. TREES SHALL BE GUARANTEED POR
ONE YEAR. '
��.CO � DRAWI G
INF t,I0ATIWI ON BY
,a,L.Mi:z- r- VWM OfM15MI
ow 4 MAY HAVE
WIN,sit A, (AT04, IN THE
�. DESIGN 00w. 1` 1 wcl "5f0 OR IMPLIED IS
8Y IBE LA. 1 4 P. TN ��To#I ISIBLE FOR
PWNCE OP IHO ONSMOT1 TO ALL CODES,
iO3 AN00 OTHER f1E000W NTS.
LANDSOPE ARCHITUCTS
LANDSCAPE ARC4T(( :-E J; 95AJN DESIGN
30315 CANWOOO- STREE T - SUITE 10
AGOURA HILLS, CALIFORNIA 91341
(8181 889-9404 FAX: (818) 884-9907
1932 E. DEERE AVE. - SUITE 100
SANTA ANA CALIFORNIA 92705
(714) 251-9655 FAX. (714) 251-9657
Signature
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C/� O
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REQ/ DATE DESCF{JPTIaN
APPROVED BY CITY OF FONTA� .
RoBfD__iT Wmou Fzz DATE
CITY EiVt3alNE R
,My Authazity 'Expires
LANDSCAPE ARC4T(( :-E J; 95AJN DESIGN
30315 CANWOOO- STREE T - SUITE 10
AGOURA HILLS, CALIFORNIA 91341
(8181 889-9404 FAX: (818) 884-9907
1932 E. DEERE AVE. - SUITE 100
SANTA ANA CALIFORNIA 92705
(714) 251-9655 FAX. (714) 251-9657
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�1. OCTOBER 25,1996 „
Drawn BY
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IRRIGATION / PLANTING
DETAILS/NOTES.
I
I
i
Job No.1923 *3
1
s ;
Sheet No
DWG, NO. 24$9
4OF4
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