HomeMy WebLinkAbout4343-5R I C H A R D
Landscape Architecture
1585 S. 'D' Street, Suite 103
San Bemardino, CA 92408
phone: (909) 888-5568
fax: (909) 384-9854
e-mail: rpa.la@vedzon.net
www.dchardpopeandassociates.com
Richard Pope, Landscape Architect CA# 2664
�® paPE JC°g
CF- CA �
Owner/Applicant:
A Fontlee, LLC
3185 Airway Avenue, #F2
Costa Mesa, CA 92626
(714) 210-8850
■
SIMILAR PATTERN IS TO SE USED
TC TC
:i
SEE PLANS FOR MEDIAN WIDTH
v
NOTE -
WHERE CURB ELEVATIONS �b
PLA.NTE14G AREA
IR I ATI E E
VARA' INSTALL TO
DRAIN TO LOW CURB.
�`ra�l
AT TREE TELLS, ETC.
CO)0�
SEE r a
----------
SII)E-
"
ESTABLISHMENT PERIOD OF 3 MONTHS:
cc
ALK
co
cm
HYDROZONE ONE (DRIP) - TREES AND SHRUBS
1 ROCKs GAP BETWEEN1
t
•�
1 r. & CFD
Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec
: CONCRETE GAP BETWEEN
ROCKS AND HACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE* SED
-CONCRETE ;, ;• ' ' `,:...,;• .' `~ ':::';. ;.`' :; j i' HL�DER
Randall Ave. and Poplar Ave.
Irrig. Freq.(days/wk) 2 2 3 3 4 4 4 4 4 2 2 2
C cles/Da 2 2 2 2 2 2 2 2 2 2 2
Y Y 2
WITH REQUIRED. I --1.5EXPOSURE ABOVE TC.
WIRE BRUSH FINISH JOINTS BETWEEN ROCKS
:. : , :' v
`' :; �� � ' PLANTER :SDG'
Fontana, �a
Min./C cl 20 20 25 25 25 40 40 40 40 25 25 20
Y Y
=
, :...
ROCK HEIGHT 6" MIN. PEA GRAVEL CONCRETE BED
T "-Y-5" INCH ABOVE TC
-
Referance Eto: 56.4 RPA Job No.- 12-06`
T, I ' ` LATIN
DETAIL A
,
Total Landscape Area, 3,891
HYDROZONE ONE (DRIP) - TREES AND SHRUBS
.. .�
�' • :e. :�.j: �v'--�.+,. �F'••w�`". NOT TO SCALE
`• \ \ ".� `\\/\ FOR ILLUSTRATIVE PURPOSES ONLYCX
111 111 111
: ` :, ,��J�� �\
• :.� a
•.;' ,••
,•'• `L• •{,g.•'
- '; ;,`': SASE
tMaximumJan
' E_ ped Water Allowance
Feb Mar Apr May June July Aug Sept Oct Nov Dec
\90% MIN. COMPACTED SUBGRADE OR
eAs� I,�ATiIAt� PER PLANS AND SPECS.
l
f
ETo Reference ET (inches per Car
p year)
Irrig. Freq.(days/wk) 1 1 2 2 3 4 4 4 3 1 1 1
1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE:
.11 ,-
COMPACTED EARTH �.���
t
0.7 ET Adjustment Factor
C cies/Da 1 1 1 1 1 1 1 1 1 1 1 1
Y Y
Min./Cycly 20 20 30 30 30 45 45 45 45 30 30 20
COBBLESTONES. MAX. 12 TO MIN. 6". NO MORE THAN 50% OF ANY
ONE SIZE.
LA Total Landscape Area
2. A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY
CQnVCrS�:n Factor (gallons Cr
NOTE: SCHEDULE IS A GUIDE ONLY. ACTUAL FIELD CONDITIONS MAY REQUIRE
THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
REMAINING ROCK WORK.
.�
MORE OR LESS WATERING TIME AS PLANTS MATURE. CONTRACTOR AND/OR
3- FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
OWNER TO ADJUST AS NEEDED.
ROCKSSIH�ALINSPECTOR.
NOTES:
(MAWA) Total Landscape Area
A. �� ROUNDED, FREE.OF t?f3JECT10NA81,E
DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY
1 } PAVER HEADER SHALL BE FLUSH W/ TOP OF EXISTING SIDEWALK.
(ETC) (0.70) (LA) (0.62) = Gallons Per Year
INSPECTOR
2} ALL WORK TO BE LAID ON WELL COMPACTED EARTH BASF;.
S. CONCRETE SHALL BE CLASS 520-0-2500.4 INCH SLUMP CONCRETE.
3) SAND BASE TO CONSIST ONLY OF CLEAN MORTAR. SAND.
B. WIRE BRUSH ALL JOINTS ATTER THE INSTALLATION OF THE ROCKS.
a P.A.-VERS ; PLACE a Y � r SWEEP FINE � � ;
4} A_I'"I'I...R.r.'�.IZ..I� I•,� rr'�..NI� I.II.��I.:I.., S�� I.�1LP S,f?��II� I.�`I'£� �'�..NY C,R./�.C:.K.S !1.���.1� ��.�'�.I•I�R.
(56.40) '(0.70) (13,891) (0.62) -- 340„018.34 Galleys Per Yeari
AFTER:C(3NCRETE HAS SET, CLEAN RESIDUE FROM
. `.I`T
`I'O SETTLE.
OF ROCKS.
l.l.
7. NQ 40INTS GREATER THAN 1 ” BETWEEN ROCKS WILL BE
ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN
ETW U : E'.!�' `tIm'ated TWa ll ater u die
8, W HERE ROCK BORDERS TURF AREA, PLACE `f" CONCRETE EDGE
ETo ReferenCC ET (Inches per year)
BETWEEN BACK OF ROGKAND TURF.
LA Landscape Area
0.62 Conversion Factor (gallons per sq.ft.)
IRRIGATION SCHEDULE
N.T.S.
6
COBBLE STONE PAVING
N.T.S.
3
PAVER W/ SAND & MORTAR EDGE
N.T.S.
1
PF Plant Factor
f Irrigation Efficiency
TOP OF WALL WALL OR FENCE
(EWA) Per Hydrozone
SCREW OR
R BOLT -REQUIRE
PIRG.?:V,111ANCi WI\D
(ETo) x.62 (F) (LA) = Gallons Per Year
5' --OST A. STAINLESS
2 — 2" DIA. X 10" LEDGEP
(lE
STEEL
EE WIRE
PINE STAKE SET PLUMB AND NO'T'ES:
LOW ENOUGH SD BRANCHES I . � ,. � . ,
TSO NOT TOUCH. DRIVEN 2 LIN ER NO CIRCUMSTANCES I5 ROOT
H drfo one I - shrub and dcover area - DRIP
BELOW FINISH GRADE.\4 CROWN OF TREE TO BE BURIED
4 Reference ET (inches
ESPALIERED PLANT �
�� BELOW SOIL LEVEL. SHOULD BE 1t
per year)
VINE
ABOVE EXISTING INC. C>i.RAD.l: .
71708 Landscape Area ( ydrozone 1)
STAINLESS STL.
REIv1OV7E N! URS.ERY STAKE AS
1.ARTH BE.RM (RE.MOVF. AT END OF
MAI'•.tITENANC_'I?• REIRIOD - GRADE.
0.62 Conversion Factor (gallons per sq.ft.)
WASHED --AS
4 -- 24" CINCH TIES REQUIRED FOR HEALTH OF THE.
AWAY FROM TR'NK.)
0.50 Plant FactorCONDITIONS
FAIL TO STAKES WITH gg TREE.
N REQUIRE
GALVANIZED ROOFING
0.90 lrrl. gatlol Efficiency
�-
NAIL,
3" ORGANTC MUI.,C11 MIN.
(71708) 149,740.75 Gallons Per Year
s
min. 3- EARTH BERM (REMOVE AT END OF
EXPANDABLETRUNIC-GUARD MAINTENANCE PERIOD GRADE
MI?.DIL••M TO HEAVY GRIND.
(WW1. a RESISTANT) FINISH GRADE
(0.62) �0) -.
€
AA FROMTRUNK,) 31PT:ACa} 1.R.}UNLBASE(60.4Q)
U
(0.90)
WONDER -11E OR
C3F TRUNi - I,AWN AREAS U\i:Y.
;:..�•:
EQUAL -AS NEEDED
3" ORGANIC FINISIi GRADE�
` • PREPAREF3 BA.CKFiL,L,
TOTAL ESTIMATED WATER USE {ESA}, 9l74 ? Gallons Per Year
3" SII.EfD[D MI;TCi MIN. CROVr�lOF ROOTIAIL T3 HE
�EDIU�TO IIA�'Y GRIND. 2"-3" A13CVEFINISH GRADE'
DO
ri?I�Itrl1)%C.ZI%I I
{WIND RsSls'"iv:'I}
I
SCARIFY SIDES OF : ._:,:. •' ...:01 (SF; SIECII':V'TU\S)
LI,A�'TINCIIOIF;
ANrD ROOTBAI.1-{1IND
RESIST.NOTBURY ROO CRO� N
�
A. r�i ¢¢ ee�� Gallons
MAWA: 3 0 D.�J4 a( OOS Per Year
�'
, . j I'R.T'PA.IZE.T� I3:t.CI;FF.L L
SCARIFY SIE)E� OF � '
�i-E ,PC'I.I IC�TIC?NS}
ry v ). 1/2x DIA.
(L:1N�i'INC.� T:'�I3LI'TS
� s OF R-3OTBALL,
i� e
EWA: 149,740.75as l� Per Year
.. FINISI.1 GRADE
A\ -'-D R001'BALI.,.
DEPTH
PER 7�(?'i'[ 4.
2A DIA. ROOTBA.LL
#� nHOLE
Difference: 190 X77.69
SCARIFY SIDES O ;. '.�: EARTH BERM (REMOVI :�T I ND OF
• ' :' O DEEPER.
I_'LANTI:NG HOLE MAFNTI?,NA1�f'I PI<RIC1I - f'rR.ADI
..
PI-A.N'I'INCi-I'AT31.T' I S ROOTBALL"
AND IZC?(?I'I3AL,L. AWAY FROM T.RUIIV.K.)
PER DOTES.
P tEPARED BACKI'1II,L,
NO`.I�I�f.
PLANTING 'I'ABLL'I'S kSEE SPECIFICATIONS)
— a�
I.1NDE.R. NO CIRCI.T.MSTA.NCES IS ROOT CROWN OF
PER NOTES.
SHRUB TO BE BURIED BELOW SOIL LEVEL.
~~ 2 IMA. R OOTB 11 LL.: .~
NOTE
2X DIA. ROOTB A.LL
PUDDIX AND SETTLE BAC .FILL �VTTH WATER AT
HOLE DEP*f14 NO
HALFiVAY POINT AND PRIOR TO COMPLETION OF
DEEPER `rffi' N
RO(J`i`L- ALL. PAINT BOLT OR SCREW TCB.A.CI�.I{
MATCH SURFACE BEHIND
I.NS'i�.-11,1 24" �al;117 koc� r' 13A.Rxl;I:x I'n:�l•,r.:
BACKFILL.
WI-IBN PLANTED WITITIN 8' OF HARDSCAPE.
WATERUSE CALCULATIONS
N.T.S.
9
VINE PLANTING
N.T.S.
7
TREE PLANTING/ STAKING
N.T.S.
4
SHRUB PLANTING
N.T.S.
2
SLIP BASE SOCKET OVER
STEP 1
END OF WIRES
INSTALL 24" DEEP ROOT BARRIER PANEL
THEE
S'T'RIP WIRES APPROX. 5/8'
WHEN PL1lkA,I' ED Y I, : Hi.j i , O8.I-1ARDLCAPE.
FROM ENDS
_
ROOTBARRIER PANELSI�OULD 1 -*,,X l END
6' M.IN. FROM C1.,.N'1'I.aR. OF THE `1'RF,.E 1_N BOTH
1' -6 4" PLASTIC DRAIN TOP
FINISH GRADE
PUT CRIMP SLEEVE OVER
TEP WIRE ENDS -CRIMP SLEEVE
DIRE, OI S.
�.,"� .I
APPLY SEALER TO INSIDE
PC- 121,NOT 'L,R
OF SEALING PLUG
--- G' ������• — °� 6' inin. —
-37".A.
WITHI 10-32.A.
THREAD ADAP I-.I:,t41' .• .. l: t .♦ �
0 PERFORATED DRAIN
FILL BASE SOCKET WITH SEALERI;
CURB
PIPE. 3611 MI'�IIMUM
2'' T'.�T.C:. I,1T3 TO
'I z:I:.LAD COUPLING G I� GRAVELo(:
STEP 3
,
P.V.C. NIPPLE
(LEI�C'r'1'111 AS R:EQU�IRED) o
P.V.C. 90
TREE
I O
�
i�LZ PFOOT 1�ZAN
° EI3CV
PUSH SEALING PLUG INTO
0000
0000000000° 0°0°000000
0000°° 0000°°
�E SOCKET' UNTIL IT LOCKS
SIDEWALK
00000°000000 °°°°°°°°
IRRIGATION TION 00000000 00000000
r t °0°O°O°0 0000 O
�,A 11� K AL LINE °°°°°°°° °0000°° ° PEA GRAVEL
00000000 ROO`I' BALL 00000000 (2 CU.I,`I'.�11IN.}
4
0 00000000 000000°°
••
CI F TAIN A UA LIU IM ix
°°°°°°°° °°°°°°°°
°°°°°°°° °°°°°°°°
000
PUSH WIRES TO END OF I3�aSE
°000000°00000000°00°
°0000°°°°° °°°°°°°°
3°0000°°°0000 °°0000°°°°
SOCKET TO ASSURE COMPLETE
..
00000000 °°°°°°°°
0°0°°°°° °°°°°°°°
000000000 °°°°°°°°
000°°°°°
SEAUNG OF CONNECTION
Drawn y
Scale:
000000000
O ° ° 0
LK D
C.F.D. .APE IMPROVEMENT
RAINBIRD SNAP--TITE WIRE
for
CONNECTOR OOR EQUAL"
Designed By:
Date.-
R.J.P
AC's No. 1.6658
3/23/2012
APPROVED:
Dwg. No.
4343
7
ACTING CITY ENGINEER: RICARDO SANDOVAL LIC.#51152
TREE DEEP ROOT WATERING
N.T.S.
10
WIRE CONNECTOR
N.T.S.
8
ROOT BARRIER
N.T.S. 5
N.T.S.
R I C H A R D
Landscape Architecture
1585 S. 'D' Street, Suite 103
San Bemardino, CA 92408
phone: (909) 888-5568
fax: (909) 384-9854
e-mail: rpa.la@vedzon.net
www.dchardpopeandassociates.com
Richard Pope, Landscape Architect CA# 2664
�® paPE JC°g
CF- CA �
Owner/Applicant:
A Fontlee, LLC
3185 Airway Avenue, #F2
Costa Mesa, CA 92626
(714) 210-8850
Sheet Description:
Planting Details
Date: September 18, 2006
Rl`�A Job No.: 12-06
Drawn by: LKD GRP
ReVl5Ion5:
Add cobblestone (07-24_11/1/07)
Revise cobblestone (08-33_11/10/08)
Revise per New CA Irrigation
Standards AB 1881 (11-132115112)
Revision to cobblestone (12-06_3/23/12)
Sheet:
L-5
Of: 7
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Sheet Description:
Planting Details
Date: September 18, 2006
Rl`�A Job No.: 12-06
Drawn by: LKD GRP
ReVl5Ion5:
Add cobblestone (07-24_11/1/07)
Revise cobblestone (08-33_11/10/08)
Revise per New CA Irrigation
Standards AB 1881 (11-132115112)
Revision to cobblestone (12-06_3/23/12)
Sheet:
L-5
Of: 7