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RANCHO CUCAMONGA, CALIFORNIA
MAW4TENANCE MAP
SLOPE PLANS TRACT 12830 General Notes
CASK COUR
HARDSCAPE
I . CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINNING WORK.
2. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION FOR PRE-JOB MEETING.
ALLOW 24 HOURS LEAD TIME.
3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT TO REVIEW HARDSCAPE FORMING PRIOR TO POURING. ALL6W
24 HOURS LEAD TIME.
4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT. ANY
UNAUTHORIZED CHARGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE OWNER.
pit
S. CONTRACTOR SMALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING.
CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO Do SO.
17731 IRVINE BLVD. SUITE 6. CONTRACTOR TO PULL ALL NECESSARY BUILDING PERMITS NEEDED TO COMPLETE JOB.
IRRIGATION
201 TUSTIN, CA 92680 1 . CONTRACTOR TO MARK ALL VALVE BOXES WITH A WHITE 1* STENCILED LETTER INDICATING THE CONTROLLER AND
STATION NUMBER.
2. FAINT ALL BACKFLOW DEVICES, VALVES. HEADS NEAR WALKS, AND EXPOSED CONDUIT WITH OLIVE GREEN PAINT
TRACT 12830 AS DIRECTED BY THE LANDSCAPE ARCHITECT.
3. FINAL LOCATION OF CONTROLLER TO BE DETERMINED IN THE FIELD SEE LANDSCAPE ARCHITECT.
STREET 4. REFER TO GENERAL IRRIGATION NOTES ON IRRIGATION PLAN.
PLANTING
1 . ALL BOX TREES ARE TO BE SELECTED BY THE LANDSCAPE ARCHITECT. BID KEELINE-WILCOX TREE PRICES.
2. CONTRACTOR. IS TO SPOT ALL PLANT MATERIAL AND HAVE LANDSCAPE ARCHITECT APPROVE THE SPOTTING PRIOR
TO THE EXCAVATION OF ANY PLANT PIT. ALLOW 24 HRS. LEAD TIME. ANY TREE, SHRUB, OR VINE THAT IS
PLANTED WITHOUT APPROUE OF THE LANDSCAPE ARCHITECT MAY BE MOVED AT THE CONTRACTOR'S EXPENSE.
3. REMOVE STAKES FRO14 ALL ESPALIERS AND VINES AND ATTACH TO WALLS, POSTS, ETC.
4. REFER TO SPECS. FOR SOIL PREP. INFORMATION.S. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR FINAL INSPECTION WHEN INSTALLATION IS COMPLETE.
AND A FINAL MAINTENANCE INSPECTION AT THE END OF THE MAINTENANCE PERIOD.CITY VAINTAINED AREAS SHALL BE ONLY
THOSE AREAS CROSS-HATCHED ON THIS MAP.
e-t-7 She Inde
.......... NO.
DESCRWMON
12
X TrrLE SHEIET
13
IRRIGATION PLAN
L 14
7777�,�- FENCE & WALL PLAN
2
CONSTRUCTION DETAILS
3 15
4 TREE & VINE PLANTING PLAN
I17
5 SHRUB PLANTING PLAN
A -A IF AOL 6 SPECIFICATIONS
is
7 19
.......... 20
7 10 22
9 21
------- ------ 23
I70 r 9EI I L I I- E L 111i t Lm
IRRIGATION LEGEND
or�ea rr ,wn� mom Na.. rut we ant sm rw offm
RAINBIRD STANDARD POP UP TURF HEAD ISO+-Its 1.5 .75 12' 20
Q " FLAT SPRAY 7 i 01804-84UT .58 5' IS
Q " CIC-4 (4 STATION) AUTOMATIC CONTROLLER, INSTALLED IN A MYER'S MEUG T-M ENCLOSURE
N " EFA-CP SERIES REMOTE CONTROL VALVE, SIZE AS NOTED ON PLAN
O " 033 QUICK COUPLER VALVE WITH YELLOW VINYL COVER
-�-• " RPA-125-R REDUCED PRESSURE TYPE VACUUM BREAKER
Q EXISTING 1" WATER METER
AS APPROVED PVC SCH. 40 MAIN IRRIGATION LINE DEPTH TO BE 18"
AS APPROVED PVC CLASS .200 NON PRESSURE LATERAL LINE DEPTH TO BE 12"
II ——— — I ———�-- ( _ H. 40 SLEEVE FOR PIPE UNDER PAVING DEPTH TO BE 36"
II II II I I - _. AS APPROVED PVC SC
II I Ii I � DENOTES VALVE STATION NUMBER
6 DENOTES GALLONS PER MINUTE
I DENOTES VALVE SIZE
25 I� j 26 i 2T I 28 III 29 ,I I 30 I I '
f j d PI I I I
GENERAL NOTES
II ( I I
II I I ( W Provide one controller chart for each controller supplied, of the
maximum size the controller door will allow, showing the area covered by
I I /y the automatic controller. The chart is to be a reduced drawing of the
actual as-built system. However, in the event the controller sequence
I ~ I is not legible when the drawing is reduced, it shall be enlarged to a
CASA- COURT 6 I N size that will be readable when reduced. The chart shall be a blackline
,i print and a different color shall be used to show the area of coverage
of each statioA. the chart
/ i When completed and approved by the Owner's representative,
shall be hermetically sealed between two pieces of plastic, each piece
being a minimum of 20 mils. thick. The chart shall be mounted using
7 I Velcro or approved equal type of tape.
These charts must be completed and in place prior to final acceptance of
the work by the City.
W
I I I BRASS WYE STRAINER W/30 MESH MONEL
I I I I 3/4" .HOSE 8I86
I 3 5 1 34 iI I I l� BACKFLOW PREVEN TER
I AUTOMATIC CONTROLLER TO BE A RAINBIRD
"CIC-8" (8 STATION) CONTROLLER, INSTALL BRASS NIPPLE - 4" MIN. LENGTH TVP•
IN A MYER'S MEUG I-M CONTROLLER ENCLOSURE. BRASS 90• ELL (TVP.)
Z I POWER TO BE PROVIDED BY OTHERS. ACTUAL BRASS UNION
I�1 LOCATION TO BE DETERMINED ON SITE AS :o BRASS NIPPLE (TVP.)
O I I I DIRECTED BY THE LANDSCAPE ARCHITECT. . z
i I I /'M•' ";`': ' PVC MALE ADAPTER
2 .2 TO SPRINKLERS
r
1
t
I
/
'I
• I
I
X STI
NG
- — T I
— N BE 0 E
—_— CONNECTION TO
_ NEC 0
--- — OF POINT 0
1 WATER METER. INSTALL A 1j RAINBIRD
RPA-125-R REDUCED PRESSURE TYPE VACUUM
BREAKER PER ALL CODES. LOCATE BACKFLOW 12"x 12"x 12" THRUST BLOCK (TVP
APREVENTER RCHITECT. DIRECTED BY THE LANDSCAPE
TO P.O.C. ADAPT AS REQUIRED
Ar
J * AVAILBLE WATER PRESSURE AT POINT
37 I I > OF CONNECTION IS 50 PSI
38 39 ; .: Im
W R.P. BACKFLOW
ALL LINES ARE DIAGRAMATIC AND SHOWN IN
PAVING AREAS FOR CLARITY ONLY,
I` ( LOCATION SHALL BE IN THE PLANTING AREA
STREET
QUICK COUPLER VALVES TO BE INSZALLED
r�+>� IN THE PLANTING AREAS 1' FROM SIDEWALK.
i I
r N
Ii I I
At
99 I ' 100 101 � 102 ( 103
I I L
i1 i I
I I i DESCRIPTION OF REVISION OAT[ CITY
--� rfnovco
CITY OF RANCHO CUCAMONGA
IRRIGATION PLAN
APPROVED BY: DATE:
CITY ENGINEER RC.E NO 2Z2
DESIGN --- RECOMMENDED
L AWA.`
d Concern, Ltd
DRAWN LANDSCAPE ARCHITECTURE-MANIC SHEET of
CHECKEDDRAWING NO.
OFT- ANO 9515-�-
DATE ME NO
FENCE. AND WALL LEGEND
5'-0" HIGH MOOD THEME FENCE
• 6'-0" 'HIGH MASONRY WALL SEE DETAIL B
MASONRY RETAINING WALL WITH 18" HIGH WROUGHT IRON FENCE
ON TOP SEE DETAIL C
■ MASONRY PILASTER
STONE PILASTER AT THEME FENCE
1
I I I I 6w SCORE AT 3' INTERVALS
I I � •
1/2" BULLNOSE EDGE
�� I 2g I 2T � 28 �I I 29 ,� I 30 I I 3 N 'r • . .. '�'•
II III I ®•Q�. d FINISH GRADE
#3 REBAR CONTINUOUS
I I � I � s � • —
W
SATURATE AND COMPACT
1 a� rg TOBPOURE TO 90% PRIOR
A L
CASA COURT- �
IL
CONC. MOW STRIP
W r
I I
I 33 ' I 32 I 31 I
Q 1 I 11 i I
1 I I I I •.
I
` � J
CORSTRUCT A 6" MOWSTRIP BETWEEN SHRUB/GROUND COVER AREA 38 39
AND TURF AREA, AT THIS LOCATION.
AWL
.F�
0
6'-0" HIGH WROUGHT-IRON FENCE
STREET
W/4'-0" GATE W/LOCKABLE LATCH, - -
SEE DETAIL H/1 SHEET 3.
J
I I
1
99 I � 100 101 I 02 I 103
I
I i >4I 3
-- --- -- - --� r--- ---I
1 -- DESCRIPTION OF REVISION DATE clTr
rt•�o�co
CITY OF RANCHO CUCAMONGA
JI �
3 3
FENCE & WALL PLAN
APPROVED BY: DAT E:
CITY ENGHVEER RC.E NO.�
DESIGN RECOMMENDED
L4yRAGorAS
and Concern,Ltd
PRAWN LANDSCAPE ARCHITECTURE-PLANNIM�3 SHEETg
or
CHECKED 1zjk3 DRAWING NO.
• �FEE. NO
i
9
DATE FILE NO JrPs L—
i
NOTE:
USE SCH 40 PVC FOR ALL PIPE AND FITTINGS
FOR VALVE SIZES 1-1/2" AND BELOW. AMATEK GREEN PLASTIC SEE IRRIGATION SPECS. FOR BACKFILL
AND COMPACTION REQUIREMENTS
USE CLASS 315 PVC PIPE AND SCH 40 PVC VALVE 80X (OR EQUAL)
VALVE BOX FINISH GRADE
FITTINGS FOR VALVE SIZES 2" AND LARGER. WITH LOCKING COVER. 16- .
FINISH GRADE 00
FINISH GRADE e STRIP WIRES APPROX. /8 FROM ENO
EP -
/fJ
.... _f
»�limp
rr i y
ST1 Z ri �� �•'6�: f���:
-
�
! `
:1{/
LATERAL PIPING PVC MALE ADAPTER TWIST CONNECTOR UNTIL WIRE ENO Tim.-
00-CONTROL WIRES WITHHSB0 TO 24t EXPANSION COIL L-
REAC
�
to
GATE YALYESCOTCH-LOC WIRE
-
CONNECTORS (OR EQUAL} SCOTCH-LOCOC 13577 SEALING PACK MIX
r:���3�r^,•f�,,= • f,-;,.r.,��.
`
:: �, •� .� ,,..•
CONTENTS OF SEALING PACK. CUT I" OFFENO OF PACK AND INSERT CONNECTOR TO .�- ?;
2"X 4" REDWOOD BLOCK �=
:•..: ���.�•.,ry�,�,�, �,� y" �- �`.� MAINLINE PIPING
1 CU.FT. PEA GRAVEL STEP 31 - _
OPV^SITE END. J�
. CONTROL WIRES
2 x 4 REDWOOD -- TAPE AND
BUNDLE EVERY 10'
BLOCKING
LATERAL RAL
bn.
..' ..
,.�:....
.n., O
-o 1
CU. FT.
PEA
VEL
PROVIDE 2n
CLEAN6 BACKFILL
F
ILLWR P OPEN SEALING
LOW TO SET UNTIL RESIMJELLS.LINE
.. . .
4 ,,Pn,oc�p.� STEP 4
MAIN LINE
CON--TROL VALVEGATEVALVE WIRE SPLI
TRENCH
-SECTIONP NN F FR77
1 112'' X i
z _
TOP RAIL 3/4• PICKETS • 41• O.C. NOTE:
POSTS ARE TO BE 11"x 11" SET HEAD 4"_ ABOVE FINISH GRADE AT TIME OF INSTALLATION.
r EVENLY SPACED AT 8'-0• D.C. 8"X8"X16" CONCRETE BLOCK
RESET TO FLUSH WITH FINISH GRADE FOLLOWING PLANTING INSTALLATION.
1011 BOTTOM RAILKCUIPOSTTO YRLL (3)- 04 REBARS CONT.
E S
V/ PLATE SET IN HALL /4 REBAR VERT. 0 32" O.C. CONCRETE WALK OR CURB FINISH GRADE - SFIRU"D AREA
�
FINISH GRADE NORTAR CrI FtNts!{ GRADE - LAWN AREA
VI
' - W -
WALK OR CURBa--
Lu --
POP-UP SHRUB HEAD -
'� IOiNG INIM 1IT H11LL
QUICK COUPLING VALVE
IPVC .SCH. 80 NIPPLE
• PROPERTY LINE COLOR TO MATCH EXISTING PALL. �p 6"X8"X16" CONCRETE BLOCK ( iREQUIRED
N -�-
i LENGTH AS REQUIRED _ PVC S.rO. 8� t1IPPLE - LE�IGI{i AS GY
CORC' P4 DOWEL ! 32"O.C. TRIPLE SWING ASSEMBLY
MAINLINE DEPTH
22% 2A YFROM-1� �A� .050TS 01 OR N75TS (3/4") 2 - PVA, FIP X FIP 1 - NIPPLE
CONCRETE FOOTING I I 90 ELL L 3 t LE
rI _ -•••X>rxlG0• Co1lCRETE BLOCK F.G.
' -♦APPROVEO HATERPRDDFING �4 CONT. 12" PYC tl I PPLE
" • I 04 REBAR 0160 O.C. z
QISTING WILL , 1 CU. FT. OF CRUSHED GRAVELdd
WHERE APPLICABLE I PER LIN. FT. of WALL MOTE: MASONRY BLOCK TO MATCH NIPPLE FIP x FIP 90• Ell b 1 - 3" PVC
H - _ LE
. Gaal. � � � _ =TING BLOCK WALL ALONG
•.. t� t SOUTHERN PROPERTY LINEAS PVC LATERAL LINE FITTING MAIN LINE FITTING
#4 RE It,e O.C' 11 CLOSE AS POSSIBLE.
3 - #4 RESARS CONT.
!�_ are��+ -'-f. ,. •
MAIL{ LINE PIPING
--'°--{• OONCRETE FOOTING 3
.A. 1 I-6N
NOTE: ALL V.I. FENCING MEMBERS ME TO RE SQUARE
TIBULAR STEEL STOCK W/ALL CONNECTIONS BEING GROUND
B WELDED ON All FOUR SIDES. ALL FENCING MEMBERS
ME TO BE PRIMED WITH A MIN. OF 2 COATS 'U11-PRIME•
BY VISTA PAINTS. W.I. COLOR TO BE SELECTED BY OWNER.
MASONRY/W.I. WALL MASONRY WALL POPIRBRIUP SPRAYQUICK COUPLER
"Nil
77777737
• _ PILASTER SME AS BELOW EXCEPT EXMWING 2•x 6' CAP
STANDARD FEATURES p . rJ RIVER ROCK. COLOR TO WITCH EXISTING Wtll. -
• PREVAILING MIND DIRECTI�'1 �� rx 4�" MnE�
t j0► 6 �
: 1. UTILITY LANDING LUGS AAIIL"x 4" TRIM
!Oe u - ,
2. METER SOCKET 100 AMP RATED � 16 Y.I.T. TWIST BRACE, FLANGES 2 � REBAR EACH vAY To► • •oTToi1
� 3. UTILITY TEXT SECTION p !TAILED TO LODGEPOLE PINE STAKES 0 TOP. MIDDLE i BOTTOM ALTUMATE SIOES I t
4. 15 A SERVICE DISCONNECT WITH GALV. ROOFING NAILS. RIVER ROCK-TO MATCH SIZE N SNAPS OF 1" 1"60 PARING.
N 1 �' y EXSITING PILASTERS NORTH OF PROJECT 4"X 4"POST 0 t'O.C. T
5. 6 F I RECEPTACLE (2) 2 DIA. LADGEPOLE PINE
6. CONTROLLER MOUNTING AREA TREE STAKES COPPER NAPTHENATE 14; 4:L.L.-;4Q I1r4fX B" CONC. BLOCK STACKED rX4"NAILER
7. LINE CONDUIT AREA TREATED ALT. ON TOP OF EACHOTHER - SOCIO I
s 8. LOAD CONDUIT AREA 2" THK. MULCH COVER .I 4 GROUT M4•BUTION KATE
9. LINE ACCESS COYER (REAR) .•� to11C. FOOTING
Cr. 3" HIGH NATER BASIN g e :d : 14 REBAR �� tORxER FINISH GLIDE
_... STANDARD VOLTAGE 120V,10,2W (AT TIME OF PLANTING) >5 1 :: •
'A�.•61.; COMC. FOOTING 1
M SPECIFICATIONS '� FINISH GRADE p •:�:, I- FINISH SURFACE VARIES SEE PIAN - _ ; � { � � CROSS PALING FOR yl
i 1 • • 10 GAUGE ZINC COATED STEEL AGRIFORM TABLETS - TO •BE ADDED _ 90X Co11pACTED SUB-GRADE L FENCE, SEE BELOW
11 e`� PER MFG .e� �.'E'•°I '" µLoi+ooWOOD D OR CEDAR.
.sNAll tE RoucNSAWN
. RECOMMENDATIONS e. t
I ) CONSTRUCTION �) ,_ (I • ems. " I ' toNTaacTDa sNUL USE cALr. NAILS nEaollG►iOVT
1 1 • -J = �,I PREPARED BACKFILL ►• ' r _ _ W FEFKES SHALL BE STAINED W/1 COAT PAINT-
RAINPROOF TYPE 3R GASKETEO SEE SPECIFICATIONS F I CAT IONS Iii
1 1 O •' �. o ��_ • e " s SEE LANDSCAPE ARCHITECT FOR TYPE
1 • a~. ' p _ II
i 1 ENCLOSURE W / ��� � `} I' II�--�I • • U
1 I SHINGLE NAIL
-- , '�I 1 NOTE: CROSS P -ONS
s
ALL FACTORY WIRING IS COPPER LODGE POLE -
, J TO WITCH FENCE TO NORTH
HOSE (TWISTED) :.: -_ _ - ��(� IN FETAIL i COLOR
• DETACHABLE PAD MOUNT SUB- TREE TRUNK �► II1111=I I
BASE FOR FAST INSTALLATION •2X DIA. OF = 24 -
•
• STANDARD FINISH: LIGHT GREEN ROOT BALL
ELEVATION" STREET SIDE ONLY
BAKED ENAMEL OVER CORROSION
I- . --.� RESISTANT ZINC CHROMATE
• PRIMER-EXCEEDS 250 HOURS SALT TREE STAKING MASONRYTER WOOD F
SPRAY ASTM B-117
FRONT
111 .,. . -. . . . _._. . ;, � ..
• PLYWOOD BACKBOARD FOR ELECTRICAL ReET" TO BE
EQUIPMENT MOUNTING PROVIDED 11Y DEVELOPER
CmrmxC'a"BTO PROVQ
ADDITIONAL INFORMATION ENOLos U AFTERS No INSTAwm-LL
teRN MOUNTING D+LSE WssTAL1 A♦
KR MANLIFACTURIERS FKCMftt0/-
• FOUNDATION DETAILS SEE SHEET DATIOII
FD-1618,2018 AND 2418 ItIECTRICAL comm TO wuvz
' TO BE PROVWD Wr DEVTLDPER
• TYPICAL WIRING DIAGRAM AND arl Mt 00i"TR01
ELRMall Ir'TIED NstDE 009$METt POOTINO-":TACE 7I' DESCRIPTION OF REVISION DATE CITY
FLOOR PLAN SEE REVERSE SIDE <NCLOBLINE MMI. OV
ABE FINISH GRACE AND
PtRiOwEO
$I&% CONCRETE AT 2%TO DRAM
OF SHEET `�' OSTAKING CITY OF RANCHO CUCAMONGA
B`� 1 CONTROL wm TO tAC11 R.C.Y. ii` V.I.T. twist bracee,. f fla Ianges nailed b
• 1 I ' 1ODIIMON WINE TO ALL RCl/'• I lodgepole pine stakes with galy. roofing nails
11 �, TWXtaWl.l•(AttMf tBr•M tittR.1
ENCLOSURE SIZE IRRIG CONTROL AREA ` I dia. "epols pine stakes IBL long (2)
TEM CATALOG NO. W D I H W D H
I with wood preservative stain, stake • winiNiutlt
of 12" into undisturbed soil and align stakes
1 MEUG-1-14684 16.0 18.0 148.0 13.5 9.75 13.0
I S T parallel
lfto center line of street. (use 12'
48.0 17.5 9.75 13.0 I • r Eucalyptus) LaoGEPpL[ TOtE TREATEe.
2 MEUG-I-M 84 20.0 18.0
` �:;: -, B• gravel backfill CONSTRUCTION DETAILS
00
3 MEUG-1-M484 24.0 18.0 48.0 21.5 9.75 13.0 owl" �► nnished grade
4 MEUG-1-14685 16.0 18.0 54.0 13.5 9.75 19.0 •RADE ' ,
cep root or equal Can!, ptanM
••
5 MEUG-1-M085 20.0 18.0 54.0 17.5 9.75 19.0
ri
w�WE wpm AT 22-equal
l It-P where required or approved
6
G-1-M485124.0 18.0 54.0 21.5 9.75 19.0 _ INITERVALS BLP It C.C. o LAPPROVED 8Y: DATE: a''''
ackfill free of rocks r in as. K
greater .�fi�
1. CaIMOR WM TO W ttMelT L BOl 1 OONTRWINE TO W•LACK Bic OOLM to IL M onaRli w NOfm CITY ENGINEER I" C.F_ N0.Yi�cn.0.7
t. NO S•PLXM MALL K MADE BIETwtfm CONTROLLER•REMOTE COTtTROL VALVE UNLESS
oflSRWts; APPROVED. DESIGN RECOMMENDED
TeKE Noor BAIL OtAWTU1 P'ERTiL12AT10R
•. CONTRA 10110110" WOUEtICE CDItItLVPVPM TO OKRATBN•KOMNOE OF I*maT[CONTM '' 1AV1EA-056M44=11
VAL E$ 1 AUTOMATIC SPRINKLER WAIT STATION CONNECT"-SEE IRRIGATION PLAN FOR Aertform 21 Oram plantm0 lditts and C011cem Ltd
CORRECT VALVE SEOVENCE. Nr equal) as tat! t Par each 1/2." DRAWN • SHEET
of caliper LANDSCAPE ARCHITECTURE-PLANNnM�3 -
METER ASSEMBLY3 of
ENCLOSURE ROOT CONTROL �HECKED -NDRAWING N0IRR G. ,
GATE •g FILE NO
PLANTING NOTES
ESP. ESPALIERED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT -
L.A'* LANDSCAPE ARCHITECT
GROUNDCOVF.R LEGEND L.C. LANDSCAPE CONTRACTOR
MIN. MINIMUM
FLATTED FRAGARIA CHILOENSIS - M.T. MULTI-TRUNKED
,TRIANGULAR SPACING @ 12" O.C. 0.C. ON CENTER
RWD. REDWOOD
S.L.A. SELECTED BY L.A.
SPEC. SPECIMEN
WMSEED MIX TO CONSIST OF: SP. SPREAD
0`CONNERS LEGUME 10 LBS/ACRE
ALYSSUM 'ROYAL CARPET' 4 LBS/ACRE
on PLANT LflT on LEGENo
CALIFORNIA POPPY 3 LBS/ACRE SCM OF PLANT MATERIAL-
SALVIA SPLENDENS 2 LBS/ACRE (GALLON OR BOX SIZE)
OUANTr Y OF PLANT MATERIAL
TREE LEGEND
II I I BOTANICAL NAME COMMON NAME
NUMBER F
TOTAL
Z5 �I I Z6 i 2T I III I I I ( C.A. CUPANIOPSIS ANACARDIOIDES CARROT WOOD — 27 — 27
,, I i 28 Iii Z9 I I 30 I I E.R. EUCALYPTUS SIDEROXYLON ROSEA RED IRONBARK — 3 — 3
lil I I T.C. TRISTANIA CONFERTA BRISBANE BOX — 7 — 7
W
II W [FFR
:
R TO SHEET NO.3
~ OPLANTING DETAILCASA COURT �, t� S.
GENERAL NOTES
j Any trees within 3 feet of walls, walks, curbs or other potentially
UJ i root-damaged ' hardscape shall be installed with root control
> I containers. Prior to backfilling tree pits contractor shall have City
I I I inspect deep root container installation.
I I
I I 35 34 , I • All trees are to be located: ten feet from any light standard, power
I I I I I pole, or reinforced concrete box; five feet from any drive approach,
I I fire hydrant, or underground structure (e.g., catch basins, vaults); and
three feet from any meter.
Q I I II I I
6" mow trips shall be provided between all shrub/ground cover areas and
Z turf areas. 6" mows trips shall also be provided where City maintained
0 I I areas are adjacent privately maintained areas.
\ I I
GROUND COVER OUANTMES
\ 2,600 S.F. FRAGARIA CHILOENSIS
I 950 S.F. HYDROSEED MIX
I
37 i >
1 38 39 i Im
• W
I :
I
STREET _
GA
I
99 � 100 101 � 102 i 103 I
� I I
iI I i
` 1 I DESCRIPTION OF REVISION DATE CITY TITY
CITY OF RANCHO CUCAMONG-A
TREE do VINE PLANTING PLAN
APPROVED BY: % DATE: s-
CITY ENGFNEER129 - RC.E NO. 2397
DESIGN RECOMMENDED
_�llt��Nt,4S
DRAyrN COncem, Ltd SHEET
LANDSCAPE ARCHITECTLANNTN(3
URE•P
K
f 41
CHECKED .p "y. 4. ' 3 DRAWING 1#0.
DATE FILE NO X158 ��-
•
PLANTING -NOTES
ESP. ESPALIERED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT
L.A. LANDSCAPE ARCHITECT
L.C. LANDSCAPE CONTRACTOR
MIN. MINIMUM
M.T. MULTI-TRUNKED
O.C. ON CENTER
RWD. REDWOOD
S.L.A. SELECTED BY L.A.
SPEC. SPECIMEN
SP: SPREAD .
SEE PLANT UST OR LEGEND
-I S OF PLANT MATERIAL-
(GALLON OR BOX SIZE)
OUANTITY Of PLANT MATERIAL
1
11
Ti,
SHRUB LEGEND SHRUB COUNT
• -I I ( I BOTANICAL NAME COMMON TAME 5 'GAL 1 GAL. TOTAL
25 I� I Qg 2T I 111 I I I I • . AA AGAPANTHUS AFRICANUS LILY OF THE NILE — 83 83
11 ( I 28 111 29 1 I 30 I ( PF PHOTINIA FRASERI PHOTINIA PHOTINIA — 22 22
1 I II III I 1 Rl PTW PITTOSPORUM TOBRIA 'WHEELERII' WHEELERS' DWARF 51 0 51
RI RAPHIOLEPIS INDICA 'BALLERINA' DWARF INDIA HAWTHORN 88 — 88
I I
� �..
l I 1 I I I LU AA
I I i W I�-I
_ II
CASA COURT N
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:. AA
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DESCRIPTION OF REVISION DATE APPROVED
-- �----- ---f
CITY OF RANCHO CUCAMONGA
SHRUB PLANTING PLAN
APPROVED BY: DATE: ?/v`/r2
CITY ENGNVEER RC.E NO.
DESIGN RECOMMENDED
Concern,Ltd
DRAWN
?)tLZg
CAPE ARCHITECTURE-PLA/1NIFiCi SHEETg
CIfECKED DRAWING NO.
- - - _
DATE FILE-NO 9,58 ' LA
(B) At the conclusion of the pressure test, the head shall be Installed and C. Commercial fertilizer shall be delivered in sacks with manufacturer's label !0. WATERING
CONCRETE IRRIGATION tested for operation in accordance with design requirements under norm»1 showing weight and analysts attached to each sack.
operating pressure. Contractor shall verify head pressures with pi tot A. Immediately after planting, water snail be applied to each tree by means of a
maa� ,e.�,.,,�,e� 9 0 Y D P
tube and adjust valve to correspond with design pressure. . hose. The water shall be applied in a moderate stream in the planting holes
1. SCOPE S• STAKING MATERIALS
1. SCOPE D. lnstallatfon of Ring-Tice PVC Pipe until the material about the roots is completely saturated from the bottom of
(1) Exce t as ma De noted in other A. Tree staking shall be as per plan. the hole to the top of the ground.
furnish and install all concrete work complete as indicated on the drawings aM Furnish all materials, equipment, services, supervision, transportation and labor D Y Ds Ks of the Specifications or On tAe
specified including: necessary to perform all irrigation work complete,including: drawings and specifi- drawings, installation of Ring-Tile pipe and connecting fittings shall 1. T1ei for holding treat shall be as per plan. 1. Plants which cannot be watered efficiently with the existing water system
A. Furnish and set all reinforoirtq steel, bolts and anchors. cations; service manuals; record drawings; loose equipment; guarantee; materials; bt outlined in manual as furnished by pipe manufacturer, or as set forth shall be watered by means of a hose.
by the Johns-Manville Company Manual /772-62A. This shall include, but 10 GRADING AND SOIL PREPARATION C. Apply water in sufflctent qusnttttes, and as often as stasonel conditions re-
and installation. not be limited to, the installation of the pipe at the proper depth and
1. install all Items required by other trades which are to bt cast into concrete. the correct location of concrete thrust blocks of adequate sizes. Con- A. Contractor is to finish grade to within 1/10th of a foot or 1' below pavingquire, to keep the ground wet at all times, well below the root system of
C. Concrete mow strips, footings for: wails, fencing, benthes, etc., where !. DRAWINGS AND SPECIFICATIONS tractor shall make avails e t e services o the manufacturer's reprcsen- where paving exists. grass and planting. Care is to be taken in watering slopes so as not to
applicable. tative at the start of the installation and ma be required from time to cause erosion damage.
A. The intent of the Drawings and Spetlttcatlons 1s to indicate and specify a Y 1. Moisture Content - The soils shall not be worked when the moisture content is
complete and efficient s rinkler Sari ation s stem. time during construction. D. Following the planting of ground cover plants furnished in flats, each plant
!• GENERAL D 9 y so great that excessive compaction will occur; and not when it is so dry that sM11 be Imre diately and thoroughly watered Dy means of • hose with a slow-
1. ►lot dimensions area roximate. Contractor sAall carefull check and vefif (Y) Each line shall De tested at a pressure 50 PSI greater than the menu- dust will form in the air or that clods will not break readily. alter shall
DD y y facturcr's recommended
working
andpwithd
pressure for a r be applied if necessar ideal wo
running stream of water.
All requlrewmt s of subsection 3.31, standard ipeciftcatfons for public Works all dimensions and shall report any variations to Owner. with the couplings and connecions exposed tM ceter)of they planting Y to provide tsture content for tilling and for
Construction, shall apply except as specified herein. C• but to the stale of the Drawin s, 1t is not ssible to indicate all offsets, 1 !1• TREE STAKING
g po p pe section sufficiently supported to hold pipe in place. Preliminary Gradin - Preliminary rt4 manner C. PreliGrads shall be done in such a as to
fittings, etc., which may be required. Contractor shall carefully invests-
3• MATERIALS gate the structural and finished conditions affecting all his work, and plan E. Sprinklers ant cipate the in sh grading. Excess soils shall be removed or redistributed A. Stake all non-guyed trees at time of planting by placing stake in the In
A. Portland cement shall conform to ASTM-C150, T his work accordingly. Drawings are generally diagrammatic and indicative of (1) All nozzles on stationarybefore application of fertilizer and mulch. Where soil is to be replaced by hole and driving it 18" into solid ground. Plant the tree as close to the
Type I or Type It. the work to be installed. The work shall be installed in the most direct and Pop-up sprinklers shall be tightened after plants and mulch, allowance shall be made so that when finish grading has stake as possible without crowding the roots. Fasten the tree to the up r
installation. All sprinklers having •n adjustment Stem shall be adjusted begun, there shall De no deficiency to the specified depth of mulched plantingend of stake in at least three pieces using "cloth ties". ( See Drawings)
/. Concrete aggregate shall conform to ASTM-C33. workmanlike manner, so that conflicts between sprinkler systems, planting and on a lateral line for the proper radius, diameter and/or gallonage. beds.
C. W ter shall De clean, free from strong acids, alkali, 0{1 er organic matter. architectural features will be avoided. 1. Trees 16" box size or larger, shall be immediately guyed after planting with
(Y) Sprinkler heads and risers edit De installed according to details. 0. Weeding - Before and during preliminary and finish grading, all weeds and not less than three guys per tree, or as directed by the L.A.
0. Admixture for all formed concrete shall be SiKA Chemical Comp's "Plastiment',
S. SERVICE MANUALS f. Halves grasses shall De dug out by the roots and disposed of off site (except those (1) Protect bark of tree Dy covering wire with green 1/2" diameter rubber
or approved equal, applied in strict accordance with manufacturer's directions. weeds and grasses not of the perennial pe, less than 2-1/2" high and not hose.
t
E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. Contractor shall furnish two (2) service manuals to Owner. Manuals may be loose (1) Remote control valves shall be adjusted so that the most remote sprinkler Dearing seeds, which may be turned under. Oats more than 2-1/2" high and not
Wirefabric: ASTM-A185. leaf and shall contain complete exploded drawings of all equipment installed heads operate at the pressure recommended by the head manufacturer. Re- bearing seeds may De turned under. Perennial weeds and grasses to be removed (2) Guys to be anchored by 2"x2"x2" redwood driven flush with finish grade or
showing components and catalog numbers together with the manufacturer's name and mote control valves shall be adjusted so a uniform distribution of water include, but are not limited to, the following: 1"x2' galvanized pipe in rocky area z.
f. Fonar address. Additional sheets shall cover operation instructions simple enough to b! 1s applied by the sprinkler heads to the planting areas for each Sods- Nut Grass Puncture Yine Dallas Grass Mustard ►lent St. Augustine Grass (3) buy wires shall be /12 a. galvanized wired. Mark guys with 3'-0"
(1) Lumber shalt be 'construction grade" dougtas fir, understood without specialized knowledge. vidual valve system. 4u 9 p 9 Y
Alfalfa Johnson Grass Wire Weed Morning Glory long 1/2" dim. white PVC pipe.
(2) P1 d for Iorm4n of concrete which is expostd shall be P1 form.9 4. RECORD DRAWINGS (2) Quick coupling valves shall be set approximately 12" from walks, curbs, E. All Planting areas shall Dt scarified to a depth of 12 inches below grade with (4) Guy 9 y headerboards, or paved areas where applicable. Vertical positionln of
lines are to be ti haemal to firm tension.
All plywood used for forming shall be at least 5/8-inch thick, and edge 9 the spacing of tM ripper teeth no greater than 12 inches on center prior to
sealed. Contractor shall procurefrom Owner a sepia transparency of the sprinkler layout quick coupling valves shall be such that sleeve top will be flush with placing conditioners and fertilizers. All rock and debris more than 2" in 22. ESPALIERING OF VINES
and mark the exact as built" arrangement including locations of all equipment the settled finish grade as determined after the turf is established and diameter shall De removed from the site.
G. Expansion joint filler shall conform with AS1M-D1751 (prenolded). installed. locations shall De shown from easily identified permanent features 3" above grade in ground ccver areas. All trellises and stakes are to be removed from plants and the plants shall be
such as sprinkler heads, buildings and walks. The "as built" drawings shall be G. Valve Boxes F. Trenches - If sprinkler system is installed after grading and fert111zlnq 1s fastened and trained against fences or walls as directed by the l.A.
4. CONCRETE drafted employing a competent draftsman. After final inspection and before final core ate et d, the upper portion of the backfill shall be retitled and fertilized
. payment, the transparency shall be delivered to Owner. (1) Valve boxes sM11 be set one-half inch (1/2") above the designated to the depth specified for the area required, to conform to the specifications. !3. CERTIFICATES
A. alit finish grade in lawn arPxc and two inches (2") above finish grade in
(1) Contractor assumes respensibillty for the design mix end guarantees the S. LOOSE EGUMMENT ground cover areas.
specified ultimate strength as indicated or specified herein. (2) Valve boxes installed near walks, turps, headerboards, and paving 1 I. SOIL CONDITIONERS In addition to any other certificates specified, Contractor shall furnish a ctrtf-
loose sprinkling equipment, operating keys and spare parts will be furnished by the p ng shall ficate with each delivery of Dulk material, stating the souce, quantity and type of
(2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. Contractor in quantities as shown on plans or fn specifications. abut those Stems. Top surfaces shall be flush with items listed above. A. In all planting areas the following application shall be made per 1,000 square material and that the material conforms to the specification requirements. For
M. Automatic Controller Location and Installation feet of area and shall De thoroughly cultivated in two directions into the top bulk delivered organic fertilizer, the certificate shall also state the volume,
(3) Ready-mixed concrete shalt conform to ASTM-C91. 6" of soil, and the area watered down: net weight, percent of Nitrogen and percent of Phosphoric acid. For each fertilizer
/. Portions and Consistency L GUARANTEE (1) The automatic controller shall be installed at the approximate location
A. The entire sprinkler system shall be unconditionally guaranteed by Contrattor shown on the Plan. and soil conditioner, in containers, a similar certificate or invoice shall These
The proportions of aggregate to cement shall provide a dense mixture Wished stating total quantities by weight and volume for each material. These
which will readily work into all corners of the formas and around all as to material and workmanship., including settling of backfilled areas below (Y) All local and other applicable codes shall take precedence in connecting certificates shall De submitted to the L.A. and Owner prior to the start of the
maintenance
reinforcements without any segregation of the materials, cause excess grade for a period of one (1) year following the date of final acceptance of the 110 volt electrical service to the controller. Owner shall provide period.
the work. power to controller. Contractor shalt co tete hook-u 1. Prepare soil mix for backfill in pits for trees, shrubs and vines, other than
free water to collect on the surface or cause excessive bleeding of mP p to controller. azaleas, ferns and palms as follows: !4. PROTECTION
the forms. /. tf within one year from the date of completion, settlement occurs, and adjust- (3) There shall be adequate coverage of earth (18" minimum) over the 24-volt Mount/cubic yard:
meets in pipes, valves and sprinkler heads or paving is necessary to bring the Control wire. Install wire in trench and tape to main lines on side of Contractor shall carefully and continuously protect all •teas intludtd in the
(2) The recommended practices of the Mexican Concrete Institute shall be system or paving to the proper level of the permanent grades, Contractor, as pipe at 10' intervals. 60X Dy volume on-site soil Contract, including plant materials, fences, supports, etc., until final
1o11owe0 in all applicable procedures. The maximum slurry shall nrot exceed part of the work under his contract, shall make all adjustments without extra 40X Dy volume organic amendment acceptance of the work by the L.A. and Owner.
3 inches for footings, slabs ongrade, and muss concrete; 5 inches for Cost to Owner, including the restoration of all damaged planting, paving 1. Control Wire 1 iDs 16-12-12 per cu. yard
foundation walls.
or other improvements of any kind. (1) All electrical equipment and wiring shall comply with local and state 2 lbs. Iron sulphate per cu. yd.
C. Control codes and be installed by those skilled and licensed in the trade. !S• MAINTENANCE
C. Should any difficulties develop within the specified guarantee period which planting pits shall be excavated twfce the diameter and twice the depth of the -
The concrete quality, proportions, consistency, etc., is subject to the Owner feels may be due to inferior material and/or workmanship, these diff l- (2) Connecting and splicing of wire at the valves orin the field shall be rootball. Backfill shalt then be added as outlined above. A. Contractor shall ma intain a sufficient amber of men and adequate equipment
culties shall be immediately corrected by Contractor to the satisfaction of
made using a Rainbird Pen-Tate connector. to perform the work herein specified. Plant maintenance work shall consist
aDDroval of Owner, and no changes shall De made without fits prior written C. Prepare soil mix for backfill in pits for azaleas, ferns and palms as Iollows: of a 1 in water, weedin
aDDroval. Owner at no additional cost to Owner, including any and all other damage J. faekflow Prevention Units DP caring for plants, including groundcovers, shrubs
caused by such defects. 1/3 Conrock nursery sand 128 and trees, edging, aerating and mowing of lawns, fertilitinq and control of
The backflow prevention units shall be installed as shown on Plans and Retails. 1/3 Canadian Peat Moss pests and diseases.
S. FORMWORK 1/3 Loamite or Forest Humes 1. Oama a to an looted area shall be re al red immmrediatel Oe ressfons
T. MATERIALS 9 Y D D Y• P
A. Forms for concrete work shall be either metal or wood. forms that are caused by vehicles or foot traffic shall be filled with topsoil, leveled and
A. Pipe and Fittings D. The prepared soil shall De uniformly blended in an area adjacent to the plant- replanted. Exterminate gophers and moles, and repair damage.
warped or that do not have a smooth straight upper edge shall not be used. Ing work and shall be accurately proportioned using a suitable measuring con-
Forms shall be set with the upper edge of the board true to line and grade to mer. Unused excavated soil shall be removed from site. Protect the mix C. The entire project shall De maintained fora period of oda s commencing and shall be staked ri ill in lace with stakes set not more tM n four flet (1) Brass - Brass pipe shall be IPS standard weight 85X Red Brass. fittings Y n9
9 y D s a T be with standard 125-pound cast bronze threaded fittings. from water until it hoz been placed in backfill around plants. from the time all items of work have been completed to the satisfaction of
(4') apart so as to remain immovable throughout the construction. All forms L.A. and Owner.
shall be approved by Owner within a tolerance of one percent (3). All (2) IVC Conduit - Pipe that is used for control wires shall be PVL conduit
LANDSCAPE CONSTRUCTION 1 Z FINISH GRA DING
materials shall be accurately and separately weighted and mixing shall con- Schedule�0. Type 1220. All wires under paving shall be installed in D. The project Shall be cared for in a neat, clean condition at all times to
IVC conduit. When preliminary rads the satisfaction of Owner and L.A.
time until the distribution of nuterial is uniform and the mass of concrete p y g ng, irKludirtg weeding and fertilizing, MS been completed and
is homogeneous.
(3) PYC Normal a act iipe-Type 1220 (PYC Schedule 40 i BO) the soil has dried sufficiently to be readily worked, all lawn and planting areas
1. Two and one-half (2-1/2) gallons of water per cubic yard, shalt De withheld I. SCOPE shall De graded to the elevations indicated on the drawings. Grades not otherwise 26. LAWN MAINTENANCE
(a) Type lI Grade I Nigh impact pipe. Indicated shall be uniform levels or slo es between rots where elevations are
from the mix at the plant, and all ora portion may be added to the mix at the p
rades shall be wade A. altering - Mater every day once per day for two weeks and thereafter gradually
job site as directed by the Inspector. The concrete shall be mined ai least (b) Outside diameter of pipe shall be the Same size as iron pipe. The work of this section includes all labor, materials and equ pment f required to given. Minor adjustments of finish gde at the direction of the
L.A., if required. reduce frequency of watering to three times per week. Contractor shall con-
s minutes after such water is added and not less than 3 minutes of this time complete work indicated on the drawings. The work shall be performed in actor- ti nue to maintain the lawn until final ecce
(c) iipe shall be marked at intervals not to exceed 5' with the Dtance Dy the L.A. and Owner.
shall be immediately prior to the discharge of the batch. Total mixing time dance with the best standards of practice relating to the various trades and under Finish grade shall be a smooth, even and uniform plane without abrupt change of sur-
after addingoriginal water shall be at least I5 minutes. following information: Manufacturer's name, nominal pipe site, PVC the continuous su ervision of a c
q t D ompetent foreman, capable of interpreting the face. Soil areas adjacent to buildings to allow a natural run-off of water, and 1. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000 square feet
type and grade (i.e., 1220) schedule, NSF approval and commercial drawin 5 and these s eccations. The work included in this section is as follows: surface drains shall be directed as indicated on the drawn s D renodelin sur- three weeks after installation and water immediately thereafter.
C. Concrete which is not placed within 90 minutes after the introduction of cement standard designation LS 207-60. 9 D 9e 9 Y 9
faces to facilitate the natural "run-off" of water. Low spots and pockets shall be C. Diseases and Pest Control - Two weeks after installation of lawn, apply a
and water, and concrete which has stood for 30 minutes after leaving the mixer, (d) PYC Schedule 40 shall not be threaded. Finish Grading for Planting; Soil Preparation; Fertilization; Planting, Including one inch below grade of adjacent pavement of any kind. Grading shall be done when grams ar mercurra ungrcide of 1.8X mercurous chloride as per manufac-
Shall not De used. lawn; Maintenance; Inspection and Certifications; Guarantees; Clean-up; Staking, soil is at optimum moisture content for working• turer's recommendation.
(e) Fittings shall be PYC Schedule 40, Type lI, NSF approved. Wying and Espaliering; Miscellaneous Allowances.
0 CONVEYING AND PLACING (4) PYL Pressure Rated Pipe - Type 1220 (PVL Class 160, 200 i 315) arM 0. Mowing - The lawn shall be mowed at a height of 1-1/2" with a rotary mower,
S. APPROVALS 13. METHOD OF PLANTING AND WORK PROCEDURE
A: Before ourin all forms shall be thoro x_120 PYL Sch_ed_ule 0 equipped with rollers, before it reaches 2" in height. Collect grass
D q. uglily cleaned and made tight. The (a) Type A. No planting shall be done until all operations in conjunction with the in- clipping during mowing operations and remove from the site.
bottom of trenches shall be wet down before pouring footings; earth shall not yD I Grade 11 Pressure Rated Pipe. A. All sprinkler work shall be inspected mord approved prior to the start of stallation of the S rinkler s stem have been completed, final rales have
be muddy at the time of pouring. Concrete shall not be placed until rein- (b) Materials shall meet the r any work. D Y 9 After each cutting, the edge of the grass SM 11 be trimmed to a neat and
forcements, rough hardware, and forms are approved Dy Amer. equirements set forth in ASTM D1784-60T. been established, the planting areas have been properly graded and prepared uniform line. The lawn edges shall be maintained neatly at all times.
(c) Outside diameter of pipe shall be the same size as iron pipe. 1. Prior to excavation for planting or plating of stakes, locate all ut111ties, as specified, and the work approved Dy the L.A.
1. Before depositing new concrete against old concrete, all laStance shall b! electric cables, conduits, sprinkler lines, heads, valves and valve controlt to approval b g, The relative D y
removed, and the surfaces roughened to expose the embedded aggregate. The (d) Pipe shalt be marked at intervals with the following information wires, and all utility lines so that proper precautions may be taken not to position of all trees and lents is subjecL.A. !7. GR OUND C O VER AND SHRUB AREA MAINTENANCE
surfaces shall then De covered with cement grout, using the specified mix (not to exceed 5'): Manufacturer's name, nominal size, PVC type and damage such improvements. In the event of a conflict between such lines and and Owner, and they shall, if necessary, be relocated as directed as part of
rade i the Contract. A. Watering - New plantings shall be watered once per day for two (2) weeks
with 1/2 of the course aggregate omitted, 1-1/2 inches thick. g ( .e., PYC 1220) SDR rating class, NSF approval and commercial plant locations, promptly ratify Landscape Architect (L.A.) who shall arrange ter installation. Reduce watering to every other day for the next two (2)
standard designation CS 256-63. for relocation for one or the other. failure to follow this procedure places weeks. Mater thereafter three
C. Conveying and placing of concrete shall be done so as to prevent separation C. All plants shall be removed from their container and set so tM t, when settled, (3) times per week until final acceptance.
of in redients, and in no case shall the free tall exceed 6 feet. Taenias (e) ►YC Type I shall not be threaded. upon Contractor the responsibility for, at his own expense, ruktng any and all
9 they Dear the same relation to the required grade that they bore to the 1. fertilization - Fertilize three 3 p g pounds
shall be used as required. Surfaces of concrete shall be ke t reasonabl repairs for damages resulting from work hereunder. natural grade before being transplanted. Each plant shall be planted in the ( ) weeks after Vantin with 5
P Y (f) ►VC fittings shall be PVC Type 11, Schedule 10 NSF approved. per ,000 square feet; fertilize thereafter every thirty (30) days.
level, with a minimum amount of concrete being allowed to flow after being Center of the pit and backfilled unless otherwise specified, with the prepared
placed. Placing shall be performed as a continuous operation until each (g) Solvent shall be /175 Gray NSF approved as manufactured by Industrial S. GUANTiTIES AND TYPES soil. Mo soil in muddy condition shall be used for backfilling. No fill in C. Disease and Pest Control - For control of slugs and snails, apply pelletized
section is completed. Polychemical Service, Gardena, California. will be permitted around trunks or items. All broken or frayed roots Shall De tricalcium arsinate St by weight and metaldehyde 5X by weight as per me
Plant materials shall Oe furnished In the quantities and/or spacing as shown or properly cut off. facturer's recommendations two (2) weeks after installation.
D. Concrete shall be spaded and vibrated with mechanical vibrators to a maxi- (h) Caution shall be utilized in handling Type 1 pipe due to the possi- noted for each location, and shall be of the species, kinds, sizes, etc., as y
mum subsidence, without separation of ingredients. The moving of concrete bility of cracking or of splitting when dropped or handled carelessly. symbolized and/or described in the "Plant Material legend", as indicated on the 0. L.A. and/or Owner shall supervise the placing and planting of all plants. For control of cutworms and other soil insects, apply Metro brand soiidrin ss
by vibration will not be permitted. ( drawirgs. The L.A. has prepared this list only as a convenience to Contractor and per manufacturer's recommendations two (2) weeks after installation. This f) When connection fs plastic to metal, male adaptors shall De used. E. In the event that underground construction work or obstructions are en-
•ssumrs ro responsibility for its accuracy. The Landscape Contractor is to verify product contains vieldrin, lindane and Phosphorothioate.
T. GROUT The male adaptor shall De hand tightened, plus one turn witA a strap countered in the planting operation, alternate locations for plant material
wrench. Joint compound shall be permatiz Type II. all sizes and quanes. will be selected by L.A. and Owner; operation will be done at no extra cost Exterminate gophers and moles and repair damage.
A. Grout shalt be composed of one part Portland Cement and two parts of finepe(S) Rin Lite PVC Pito Owner.
---4=- 4• rERifiCAT10N OF DIMENSIONS AND OUANTiT1ES D. Pruning - All shrubs and trees shall be pinch pruned as necessary to encourage
aggregate by volume. Materials shall be mixed dry and water added just new rowth and to eliminate rank sucker rowth. Old flowers, and dead folia
(a) All pipe cated on the working drawings, shall be Class 160 PSi DD D 9 Y 9 ) pruning shall be done without the
sufficient to make the mixture flow under its own weight. Dimensions area roxtmate. Before roceedin with an work, Contractor shall 14. PLANTING OF TREES and limbs shall be removed. No major
Johns-Manville PVC pipe with ring-Lite joints. verif alt dir�xnsSons and uantitirs and shall imamedtatel inform L.A. and Owner a proval of the L.A.
1. for dry tamp cement grout, a mum of water shall De added to alk mix so Y q y A. Position plants in plant locations indicated on drawings and secure approval P
(b) All ring-Lite joints shall be sealed with rubber rings as provided Of an dtscre antics between the drawin 5 and/ors cifications and actual condi-
that then wet sample is squeezed hard in the hand, surface moisture, but no y D q before excavatin its, ma necessar ad'ustments as indicated. E. Meedin - All lantin areas includin lawn, roundcover and shrub areas
by the manufacturer. All pipe joints shall provide for expansion tions. No work shall be done in an area where there is such a discrepancy until 9 D 9 Y J Q p 9 9 9
free water, shall appear on the sample. Do not mix more than can be used in y D y shall be ke t weed-free at alt times. Weed shall be du out b the roots
and contraction. approval for same has been given b L.A. and Owner. 1. Ail pits for trees shall be dug square w;:;, '.;atoms level, the length of D g y
30 minutes. 9 Y sides and depth equal to two times the diameter of the tree ball. Comparted and disposed of off site.
(c) Thrust blocks shall be provided as required for proper anchorage soils at sides and Dottonrs shall be loosened by scartfyinq or other approved Upon completion of the GO J ; maintenance period, the Contractor shall
S• CUft1f4G AND PROTECTION and durability of the ring-lite pipe. S INSPECTION
method. Pits shall be backfilled with "prepared soil" to the required grade, fertilize per I26 - Lawn Maintenance and /27 Groundtovers and Shrub Area
A. All exposed surfaces of concrete shall be protected from damage due to /. Sprinkler Heads A. All inspections shall be made by L.A. and Owner. Contractor shall request and the balance of the pit filled with 'prepared soil", thoroughly settled by Maintenance of these specifications.
inspection at least two (2) days in advance of the time inspection is required. water application. .temperature, elements, and construction operations. Sprinkler heads shall be as shown on plan or approved equal. !S• GUARANTEE AND REPLACEMENTS
/. Curim� C. Valves /. Inspection will be required for the following parts of the work: C. Set plants in center of pit, in a vertical position, so that c►cwm+ of ball
will De level with finish grade after allowing for tering and settling and
(1) All exposed surfaces of concrete shall be protected from premature drying (1) Remote Control Valves - Electric remote control valves shall be as (1) During finish grading and soil preparation. shall bear the sane relationship to the finish wagrade that it did to the soil A. All shrubs and groundcover shall be guaranteed by Contractor as to growth
and freshly placed concrete shall be protected against wash by rain. All
shown on pan or approved equal. and health for a period of ninety (90) days after completion of the specified
concrete shall De kept wet fora period of ten days after placing. In (2) Plants, after delivery to site and prior to planting. surface in the container, maintenance period, and/or final acceptance by the l.A. All trees up to 20"
order that curing water may reach both surfaces of walls, the forms shall (2) bate Valves - Approved gate valves shall De Nibco or Crane N38 or (3) IIAen rfrks, shrubs and trees are spotted for plainttng, but planting 0. Prepare depressed water basin as wide as plant balls at each plant. alter boF size shall De guaranteed by Contractor to live and grow in an acceptable
be loosened and water shall be poured over the tops of the walls and apDr�ual. holes are not excavated. thoroughly, backfilling any voids with additional prepared planting mix. upright position fora period of sin (6) months after conpletSon of the spect-
allowed to run down between the concrete and the forms. (3) Check Valves - Swf check valves shall bt of bronze construction with fied maintenance period, and/or final acceptance by [M L.A. Trees fn 20"
rt9 (4) Specimen trees at source, before delivery. boxes or lar er, and all field Towns cimenz shall be varsnteed b Con-
(2) All liquid curing compounds shall be used in accordance with the menu- T7�1rTcing Pressure and shall conform to federal specification 1S PLANTING VIPiES, SHRUBS AND GROUNDCOVERS 9 9 Pe 9 Y
IAd-Y-SI, Class A, T (5) Lawn •rens prior to planting. tractor to lire and grow in an acceptable upright position fora period of
facturer's recommendations and shall not be used on surfaces receiving yVa IV. Check valves shall De model 1440 as menu- A. Y1nes and shrubs shall be planted in pits at least 18' greater in diameter one (1) year after congletion of the specified maintenance period, and/or
concrete hardener. fattured by Kennedy Valve Manufacturing Company or approval equal. (6) Planting areas prior to planting. than their ball of earth and at least 12" below the bottom of alk ball. Com- final acceptance Dy the L.A.
"Stopamatic" valves shall be normally closed and shall allow water to (7) Ali landscape construction Steams, prior to the start of the patted soil at bottom of pit shall be loosened and the pit filled with "pre-
ss throw h when ressure rises above 20 PSI. Valves shall be as menu- calendar da maintenance 1. All plants that show signs of failing growth at any time during the life of
•. DEFECTIVE CONCRETE W 9 D y period ("Final Inspection"). pared soil" to the bottom of the ball. When the plant has been properly set, the Contract, including the maintenance period,or those plants injured or
fattured for Rainbird, Glendora, California, or approved equal. the pit edit be filled to the required grade with 'prepared soil" and
A. Concrete which is not In accordance with these specifications, out of line, (8) At completion of calendar day maintenance period ("Final Main- damaged as to render them unsuitable for the purpose intended, shall be
level, or plumb; showing structural cracks, rock pockets, voids, spalls, (4) 4u ick Coupling Valves - Quick coupling valves shall be as indicated on tenance Inspection"). thoroughly settled by tamping and watering. A11 vines shall be removed from
1<Tans an s�aTT eta lockin cover. Alternate material m• stakes, untied, and securely fastened in an approved manner to the wall, fence immediately replaced in kind and size at the expense of Contractor. r
honeycombing, exposed reinforcing or other damaged surfaces sAall be con- 9 y be submitted
for approval. Each quick coupling valve shall have a molded vinyl cover, (9) inspection reports shall be made for each inspection by the L.A. and or other surface nett to which they are planted. C. Contractor shall, within 5 days notice Dy the l.A., remove and replete ail
side red as defective. one copy shall be submitted to Owner and Contractor.
yellow in color. All quick coupling valve keys and hose swivels shall be t. prepare a depressed water basin as wide as plant balls at each plant. alter guaranteed plant materials which for any reason fail to meet the requirements
1. All fins and irregularities shall be removed from exposed concrete surfaces of same manufacturer as the quick couplers. thoroughly, backfilling any voids with additional prepared planting mix. of the guarantee. Replacement shall be made with plant materials as indica-
while the concrete is still green. Mkre patching is required, ail loose and
unfinm concrete shall be removed prior to patching. Minor rock pockets and 0. Automatic Controllers S CERTIFICATION ted or specified for the original planting, and a such replacement
C. Ground Covers materials shall be guaranteed as specified for the original guaranteed materials.
honeycombing shall De patched with dry pack concrete. Automatic controllers shall be as shown on Plans and Details. Prior to job acceptance written certifications shall De wbmitted to the L.A. (1) Pits for flat sized plants to be at least 6"x6"x6". Ground cover areas
for the following: shall be moistened prior to planting. No flat plants shall be planted 29. CLEAN-UP
E. Control Mire for RCV's
10. CONCRETE FINISHES in dry soil.
All wiring to be used for comrecting the automatic controller to the elettric•1 A• Quantity and Quality of Commercial Fertiitrer and Organic FertillZer. Upon completion of the work in this section, Contractor shall remove all rubbish,
slat surfaces shall be screeded to the required levels and slopes and then any solenoid actuated by remote control valve shall De Type OF-600Y, 7-strand or 1. Qwntity and Quality of all Soil Amendments called for by Plans and Specffi- (2) Set plants in center of ptes so that crown of plant will be level xitA trash and debris resulting from the operations; remove disused equipment and im-
excess water and laitance removed. Concrete shall De compacted with a grid tamper solid copper, PYC insulation, single conductor, UL approved underground feeder cations. finished grade after settling of soil, then backfill and water. elements of service; leave entire area involved in a neat and acceptable tondttion
M
then floated to a true and level surface within the tolerance of 1/B-inch amble. Each pilot or "hot" wire shall be black or color-coded with the common
such as to(3) the approval of the Landscape Architect l.A. .flatted plants edit be well-rooted with runners at least 4" but not meet
along a 10-inch straight edge. wire being white. T.
MATERIALS more than 6" in length.
See Plans for concrete finish in landscape areas. F. Valve loxes plant materials indicated on the drawings and herein specified shall conform to the 30. MY MAMENANCE REOUIRIFIIAMM
All remote control wives, gate valves, and pressure relief valves shall be in- following: 1S TREES AND VINES OCCURtNG IN LAWN
1 L EXPANSION JOINTS stalled in witable valve boxes as shown in details, complete with lo�ktrtg A. Nomenclature - plant names indicated on the drawings conform to 'Standard Plant Trees and vines occurring in lawn shall be planted before final preparation of Upon completion of installation, a maintenance period of (180) one
►lacemrent of expansion joints shall be as directed and determined by layouts Of covers. All shall be Ametek, or approved equal, and shall be marked G.Y." Names" established Dy the American Joint Committee on Horticulture. Except for those areas.
slab markings noted "E.J." on drawings. Expansion joint material shall be Quick or 'RCY" with station numbers for control valves painted in 1-1/2" high white names covered therein, the established custom of the nursery is followed. hundred and eighty days is required prior to final acceptance of the
letters on valve cover b Contractor. aaork Dy the City of Rancho Cucamonga. Maintenance shall include mowing,
Joint, or approved equal, or as noted in Plans. y 17• CARE OF PLANTS BEFORE AND DURING PLANTING weeding, irrigation, pruning, raising tree root balls which settle below
/. Condition - Plants shall De symmetrical, typical for variety and species, rade, fertilizinapplying D Y Y P P
i. Backflow Prevention Units soun�-�althy, vigorous, free from plant disease, insect pests, or their g g, and such sprays s as are necessary for proper
12• PROTECTION The backflow prevention units shall be as shown on Plans and Details. eggs, and shall have healthy, normal root systems, well filling their con- Plants shall not be allowed to dry out before or while being planted. Keep care and upkeep. Maintenance also includes all repairs, replacement,
exposed roots moist by means of wet sawdust, peat moss or burlap at all times cleaning and adjusting necessary to keep the irrigation system in good
tamers, but not to the point of being root bound. Plants shall not be pruned during planting operations. Do not expose roots to the air except while being working order with proper Coverage.
All finished concrete work shall bt barricaded t0 pedestrian tnfffc for thm (3) prior to delivery, except as authorized by l.A. or his representative. In no placed in the ground. Milted plants, whether in place or not, will rpt De accepted
days. Barricades shall be placed immediately after concrete finishing. Contractor S. WSTA LL ATiON Case shall trees be topped before delivery. and shall be replaced at the Contractor's expense.
edit furnish, place and remove all of his own barricades. Contractor shall be A. Trenching C. Dimensions - The het ht and s read of all 1
responsible for any damage to new construction and replacement or repair of CM 9 D plant material shall be measured
work shall be made without added cost to Owner. (1) Excavation shall be open vertical construction sufficiently wide to Pro- w t branches in their normal position, and shall be as indicated on the draw- 14L WATERING BASINS
ride free working space around the work installed and to provide ample fangs. The caliper of all trees shall be measured 4'-0" above the surface of
space for backfilling and compacting. the ground. Where caliper or other dimenztons of any plant materials are A. Construct a firmly compacted wound of soil around each tree and plant to fora
omitted from the "Plant legend", it shall be understood that these plant a watering basin at the edge of and following the shape of the planting pit DESCRIPTION OF REVISION DATE CIT Y
13• PATCHING
If patching is necessary and permissfble, a bonding agent such as Meld-Crete, or (2) TrtntAes for pipe shall be cut to required grade lines, and trench bottom arterials shall be normal stock for type listed. area. Mounds for trees and for vines from 5-gallon or larger containers, "R W D
equal, shall be used. shall be compacted to provide an accurate grade and untfonmm bearing for sMli De at least 4" high. Mounds for all other trees, vines or plants not
the full length of the line. 0. inspection - All plant materials must M ve Deen previously inspected at the otherwise specified shall be at least 2' high. Excavated earth, if capable
nursery by the County Horticultural Department, and shall be subject of retainin water, mr be used. An CiTY OF RANCh�O CllCAN�ONCA
(3) When two (2) pipes are to be placed in the some trench, a 6" space to the inspection and a royal of the L.A, before Vantin g Y y settlement within the basins retaining
14. CONCRETE CURBS shall De maintained between pipes. PD D 9• water shall De refilled to the required grade with prepared soil, and addi-
E. Plant list - Is indicated on drawin s. tional nitrogen stazed sawdust worked into the surface as required to re-
construct concrete curbs at locations shown on /tans as detailed, true to line and i. Iackfilitng q
grade, as approved by the local County or City. Use natural grey Portland cementF. Sites of Plants - Shall be as stated ort the Plan. Container stock (1-gallon, store the mulched condition.
F concrete, 2000 psi compressive strength. Locate expansion joints as detailed or (1) Backfill material shall be approved soil. Unsuitable material including 1. At the end of the da maintenance i
clods and rocks over 1" in size shall be removed from the premises and - a on and 1 -gallon), shall have been grown in containers for at least one y per od all waterlog basins 1n lawn areas
shown, and as directed, at intervals not to exceed fifteen feet (IS'). Finish with lis sed of le all at na cost to Owner. (1� year, but not over two years. edit De leveled to finish grade and the area shall De sodded with tM
steel trowel, then brush with bristle brush parallel to face or edge. po 9 Y specific sod.
backfilling shall be done carefully and shall be properly compacted. G. Substitutions - SuDstitutfons for the Indicated plant arterials will be per-
m tte�d provided the substitute materials are approved in advance by the L.A.
15, CLEAN-UP (3) Depth of trenches shall De sufficient to rovide a menfmum cover above 19. SODDED LAWN
P and the substitutions are made at no additional cost to Owner. Except for SPECIFICATIONS
Upon completion of all concrete work and before final acceptance, Contractor shall the top of the pipe as follows: authorized variations, all substitute plant materials shall conform to the A. Cultivate all lawn areas to a •
Upo omp depth of 1'. Rocks and debris larger than 1
remove all tools, surplus materials, apparatus, debris, etc., from the sfte and 12" over PYC ran-pressure lateral lines requirements of these specifications. If the accepted substitute materials 1n dfameter which are Drought to the surface by cultivation shall be removed
tM site shall be left in a clean, neat condition acceptable to Owner. 1B" over PVC non-pressure lateral lines for rotor system are of a less value than those indicated or specified, the Contract price will frau tM site. If cultivation does not break loops, a spike tooth M avow
l/" over PYC main under pressure be adjusted in accordance with the provisions of the Contract. shall be pulled behind a mechanical seeder or tractor.
C. PVC Pipe N. ►lents Not Approved - Plants not approved are to be removed from site imnedi- S. Areas to be planted in lawn shall be finished smooth to present • neat and
ately and rep aid with suitable plants. The L.A. and/or Owner reserves the uniform grade prior to installation of sod. The lawn bed shall be inspected
(1) PYL pipe shall be installed in a armor wl►ith x111 Provide for txPan- right to reject entire lots of plants represented by defective samples. by the L.A. to determine suitability for planting prior to sodding. Con-and contraction as recommended by the pipe manufacturer. tractor edit obtain such approval before :adding. APPROVED BY
(Y) All plastic to metal joints shall be made with plastic male adaptors, a FERTILIZERS AND SOIL CONDITIONERS C. All sodded areas shall be thoroughly watered. Lawns are to be kept con- t DATE:unit:s otherwise sfronm ,n details. Samples of all soil amendmrents, cod and pl.nt: shall be submitted for inspect,en tinuously moist by watering as often as required. CITY E N GNE ER ,r RCE_ N0.��2
(3) The joints shall be allowed to set at least twenty-four (24) hours be- and stored on the site until furnishing of materials is completed. Delivery may 0. Aaly lawn areas that do not show a prronpt catch of gross shall be re-sodded at
fore pressure is applied to the system on PVC pipe• begin upon approval of samples or as directed by L.A. and alk Owner, ten day intervals until an acceptable stand of grass is assured. DESIGN REC 0 M M C N DE D
(4) After all new sprinkler piping and risers are in place and corrected, A. Organic fertilizer shall be processed sewage sludge with a minimum content of -�V . 1 _ _
all necessary work has been completed and prior to the installation of 1X Nitrogen and 2X Phosphoric Acid similar to "Nitrohumus". Method of pro- \ _
sprinkler Aeads, control valves shall be opened and a full head of water ceasing shall not destroy normal bacterial content.
used to flush out the system. After the system is thoroughly flushed, DRAWNLand Coneem, Ltd SHEET ,
riser shall be capped off and the system pressure tested. /. Nitrogen stabilized sawdust shall be Dulk, with the following nitrogen content LANDSCAPE ARCHITECTURE-PLANNING
(1) Sprinkler lines shall be tested in place before backfilling for a period Nsed on dry weight: ......1-of not less than one (1) hour, and shall show no leakage or loss of pres- 0.5% for Redwood Sawdust V
OF
sure. During the test period, minSmnm test pressure at the highest point 0.7X for fir Sawdust
of the section being tested, shall be 100 pounds per square inch. 1.OX for dark or DinII
e Bark or Mixture CHECKED �.�. DRAWING NO.
R tf NO iZ S3
Salinity - the saturation extract conductivfty snail rat exceed Q
3.5 mi111mIlOs/cm at 25•C. DATE --J .IEp.tjt FILE NO 5g-I-a