HomeMy WebLinkAbout1203-L DEVELOPER./OWNER r
DALY HOMES
LANDS. CAPE ARC [ ilTEC I URAL PLANS 9025 'HAVEN AVENUE, SUITE 102
RANCHO CUCAMONGA, CALIFORNIA 91730 .
(714) 987-8024
TRACT 12870
"
LANDSCAPE MAINTENANCE DISTRiCT NO.
v
VICINITY MAP GENERAL NOTES SHEET INDEX
T TITLE SHEET
• �� It,� L-1 CONSTRUCTION / STAKING PLAN
L-2 CONSTRUCTION / STAKING PLAN
L-3 PLANTING / TREE REPLACEMENT PLAN
ETIV*VA A*,NLE� L-4 PLANTING / TREE REPLACEMENT PLAN
L_
5 IRRIGATION PLAN
L-6 IRRIGATION PLAN
P6T A>PVf!s L-7 PLANTING DETAILS
L-8 CONSTRUCTION DETAILS
1. An Enaraart►m�ent Pvrm't ,that/ be oGtaJned from the C>t)r Engineer prior to commencing air rrorli. L-9 IRRIGATION DETAILS
2. AS wod "It be per',rmed scnording to current City standards and the standard Specifications for Public Works Construction. L-10 IRRIGATION DETAIL S
L-1 1 GENERAL NOTES & SPECIFICATIONS --
ti- 3. At the bandusbn of rough recti g ng, an agronomic tolls report shed be ftXnishd to the City Inspector and all such recommendations
` from such a repc.rl shah superr.&ds soils amendment recommendations shown on the plans.
4. Upon MIX*tl n of in-10athn, a ms"enarae period of one hundred and eightyl s0) days Is requIred prbr lo final sooeptanoe of the
work by ifie City. Wtintenance shall ktdude mowing, weeding. Irrigation, pruning, retsina tree root balls which settb below grade,
- .twotrrO and apply* v such sprays as are necessary for proper wre and upkeep. Maintenance also Includes all repairs, replacement.
MEHLE clownft and actusting neoeteary to keep the Irrigation system In good working order with proper coverage. C& tnlint date fol-
Maintenarx a period shall be adequate to
verify plant charactensbcs and esta is went.
VIGTOF4A tf. 'r S. Ort oontrvAw chart Cupl be provided lar each controller. Controtr3r chart shall be the maximum size the controller door we allow
an0 shall show the free covered by the automatic controller. The chart Is to be a reduced Drawing of the actual as-swift system.
However. In Mie went The controler saWence is not legible when the drawing Is reduced, It shalt be enlarged to a size that will be -.
readable hfirt reducod. The chart shall be a bLw*iIne print and a different color shell be used to show ;he area of coverage of each
station. Where oompteted and approved by the Public Works Inspector, the chart shalt be hermetically seaWJ between two plecas of
gime, each piece being a minimum of 20 rnh. thick. The chert shalt be mounted using Velcro or approved equal type of tape. These
dwits must be completed and in pprior to &%I �Ptanoe of work by City.
"ar it 6t'A 6. r wide x 6' deep m-crele mowstrlM shall be provlded between all shruWprour.doover areas and turf arses. Mowrstrips shah also be
prvvfded beneath metal 1rnct and where City maintained areas are &( jscent to pOvetely ma;n;at.►ed areas.
7. Sk*-wak i ymn !e eorceptual o*. Approval of the final sidewalk tayout otiall be made M 1h6 fw;d dna ajvsted as nac*sswy to meet
MAINTENANCE R E S PO N S I B I!ITY to A P flab wdftiom as approved by the Public Works inspector and Project Planner prof to fine oohs truction.
CONSULTANTS
`' S. /lp��ic.ati�,-, of any C+er�Icals Shan be by State Ncensed personnel.
I
trees within fav feel watts wales euft or other potentially root-damtd hardsca shall be installed with rootnontrot .�• E. GOODRICH- UT�IT�S CONSULTANT ,
• Arty • �5) es of po Y C *'e RIVER
. barriers. Prier to bw*filfing tree(s) planting, contractor shall have the Cite inspect root harrier ins'.�llatbn. 5029 LA MART DR. STE. F SIDE, CA. 92507 714 781-8188
- 10. f+jo trees st•.8N be panted wnftln three (3) feet of verbs.
• C. M. ENGINEERING- CIVIL ENGINEER
- - V v P.O. BOX 6087, SAN'BERNARDINO, CA. 92412 •(714) 884-8804
1 _ 11. AJ � are to be k ;;died: ten idol from err, street light, power pale, or reink,ref wnasfe box; ff.►e feet from any► drive
r 39 38 17 36 35 34 33 32 31 30 ?9 25 24. 23 22 approi.ch, bre hydrant• underground structure (e.g. catch basins, vaults) and sews: I�ttfront any or clean-out; and three feet froarty • C.H.J. ENGINEERING- SOL-ENGINEER
26 `sty` ffwt'rcx "wef kne. P.O. BOX, 231 COLTON, CA. 92324 (714) 824-7210
` 7 12. Grading Standards for City maintained areas shall be:
HE ROKEE ROAD 28121 - • RICHARD JOHNSON- HORTCULTURAL .CONS LTANT
� U11 - 52 _sidewalk maximum 8.3°�°.
Z P.O. BOX 127 LAGUNA BEACH' CA. 92652 (714) 497-4248
`i 40 41 42 43 44- 45 46 47 48 49 �120Maximum slopes in turf areas 5:1. _ .
> so 51 53 Maximum slopes in ground cover between • JON KAWADA AND ASSOC.- LANDSCAPE ARCHITECTURAL DESIGN
0 59 54. ~ sidewalk and cub 4:1. 130 S. PROSPECT AVE. TUSTIN, CA. 92680 1714) 730-6161
` 62 61 60 18 Maximum slopes in ground cover between `
67 66 65 64 63 57 55 sidewalk and curb 4:1.
I I
Mg?omum grade crossing. Co•vt••wv.:•r F �•.� �•�`r�►.� �►•�X
�.. - OA 9 SAW BOA
--�-- _
LU ARAP HO R •.
LANDSCAPE QUANTITIES
10Ck)CA �
-1 9 3 4 5 6 7� 8- -11 12 13 14 15 16 17
LANDSCAPE MAINTENANCEITEMS :
.. .. . . . . . . . . . .
GEND TREES - 24" BOX 3 Q' �
� -
CITY
BEES - 15 GALLON 197
DESCRIPTION OF REVISION oATE APPROVED
_ CITY COMMUNITY EQUESTRIAN TRAIL SHRUBS - 5 GALLON 15
SHRUBS - 1 GALLON 2,292 �' CITY OF RANCHO CUCAMONGA
� • ED SLOPE �
-CITY MAINTAIN GROUND COVER 63,972.5 S.F.
_R TE..EQU T IAN TRAIL CONCRETE CURB 6 WiDE 4,625 L.F. _
A H Z ETiWANDA AVENUE EQUESTRIAN TRAILS
L-1 TH �L- PVC RAIL FENCE 130 L.F. ._ ,,,_. ,
PRIVATE MAINTAINED AREAS NOT TO SCALE PVC GATE U _'
TRACT 1'2870 - RANCHO CUCAMONGA
DECOMPOSED GRANITE 410 C.Y.
_ _ 10389A
TOTAL ACRES iN R.O.W. 2.3 ACRES �;' ; `, APPROVED BY DATE y
• �, �'" , '' ":J , �'- CITY E-lGINEER RC E NO 9
TOTAL SQUARE FOOTAGE DESIGN ON KAWADA & ASSOCIATES RECOM E E
OF CITY MAINTAINED AREA 100,422 S.F. ---- LAN MAPE ARCHITECTURAL DESIGN - ---- --
.
SHEET
J'J ��Q' ---—- __ S.PST Of 2
TOTAL ACREAGE OF q j 4� o� - CA 92M 1714) X161
CITY MAINTAINED AREA 2.3 ACRES NECKED pkAwiNG NO
� DF CAL`E _ ��C E NO. _
DATE Fat NO - 1203--L.
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- _t DESCRI PT►ON OF REVISION DATE CITY
39 38 -37 36 35 34 33 32 31 30 29 ?5 24, 23 �2
-81 MItWW ,y 26 1
POLES SET
DIA. ;� CONCRETE -CHEROKEE ROAD � �� wF117 CITY OF RANCHO
52 CUCAMONGA
40 41 42 43 44. 45 46 47 48 49 51 53 "20
SO
'FINISH GRADE s 61 6o S9 54 a t9
ETIWANDA AVENUE•EQUESTRIAN TRAILS
s, 86 65 64 63 2 57 ss - 1,e; TRACT 12870 —
4 %� •Q �• I HO ROAD 9 SAW R
r ARA ,CONSTRUCTION PLAN'
10
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! �. ,r , ► • .1 9 3 4 5 6 7 e: ` -11 12 1a 14 15 to 1'I
...J.r': .J. :f!! �:C �0383A�
-
`_ - - �. t� j `C4P- APPROVED BY: DATE:
LEGEND THIS SF' E- 0.��,r''` -� CITY ENGINEERRC-ENO. 122327
-
Q - c'.
CITY COMMUNITY EQUESTRIAN TRAIL ,� f �y
•
DESIGN JON KAWADA & ASSOCIATES -
_ ; ' ::;:;�,.;�•.;�: ._CITY MAINTAINED,SLOPE , _
1/ RECOMMtEN
LANDSCAPE ARCHITECTURAL DESIGN
WALK THROUGHFOR RE ERENCE ONLY - �T r O a J_HR A EQUEgT.gLAN TRAIL - —
• SHEETS L-1 THRUL-6 NOT TO SCALE •� ~. - AWN 1 EET
STD. DRAWING #1007 �� �• K-aN _ PRIYATEMAINTAINED.AREA$ _
30 S. PROSPECT2
J' ut TUSTIN,CA 92680 0114) 73D-6161 OF
�'9jF •-- 0�1�\ CHECKED pRA ING 140
OF ca��� � R.L.A.�o— �
0-3--L_
• _ FILE t - DATE I "o
VfiF ETNOoII?Y : .
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SOIL STABILIZATION NOTE:
•
MEDIUM GRIND SHREDDED MULCH AS MANUFACTURED ! ' ,
BY BLUE RIBBON SUPPLIES,ORANGE.CA. (714)633-3666. < I I
OCT Q
CONTRACTOR TO SUBMIT SAMPLE TO CiTY INSPECTOR w
PRIOR TO PURCHASE&INSTALLATION FOR PRIOR W
APPROVAL PURPOSES - - - - - ---- _ .� _ - - . - - -- �•�ti�ii• �• - Z_
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PLANT LEGEND: .
�� —--,�--F--
DESCRIPT" OF REVISION OATS CITY
SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY OF
1 �
39 38 37 36 35 34 33 32 31' 30 26 TREES25 24. 23 Z'1 " ' CITY OF RANCHO CUCAMONGA
• EUCA YPTUS MACULATA SPOTTED GUM S GAL. 167 !��% ✓
• CHEROKEE flOA,O Z• 4i- � _
� MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 24-BOX' 3 j�` ` 'Tr ��� ���,/ ,•�� ��`� -
*MAJESTIC BEAUTY'
ETiWANDA AVENUE EQUESTRIAN TRAILS
W �0 -41 42 43 44- 45` 46 4T 4S 40• � 51 S3 � - I w
1p SHRUBS TRACT 12870 —
5o 54 O ACACIA LONGIFOLIA SYDNEY GOLDEN WATTLE 1 GAL. 685
67 66 65 84 63 62 01
°0 57 ss ss 'A OPACE•TO O.C., PLANTING PLAN
O AGAPANTHUS AFRICANUS LILY OF THE NILE 5 GAL. 15
W ARA O Ft0 �W ROA 'QUEEN ANNE' ISP •24•O.Cl
10 PiTTOSPORUM TOBiRA WHEELER'S DWARF SGAL 10
4 3 -4 _6-- -6- 7 0- -- 41 - 12 13 14 15 1d 17 'WHEELER'S DWARF PITTOSPORUM iSPACE63rOC► � 10389A
O
•' .' l4 k r. �c. }S- . 6 ta.;- �'f` e; •�•• f l I\t!\I\/\/�/ I
\. x ttII, / / '/ PLUMBAGO CAPENSIS CAPE PLUMBAGO 1 GAL. 749 GENERAL NOTES: APPROVED BY: DIATE.
35t7#�itNxr ^ ,'+(hxf SiilX7E} i yli7T�iii74a w-►YSYnXN _
ISP�CE s t-0.O.C.I _ __
-` '- — + XYLOSMA CONGESTUM SHINY XYLOSMA 1 GAL. 758 CITY ENGINEER RCE_ NO.
LEGEND
-THIS sHEET O ISPACE T-TO.Ct • REFER TO SHEET L-7 FOR PLANTING DETAILS.
GROUND COVER
��?j� BACCHARIS PILULARiS COYOTE BUSH 2-1/4'LINERS • REFER TO SHEET L-11 FOR GENERAL NOTES & SPECIFICATIONS. ' DEslc" JON KAWADA & ASSOCIATES REco�ME
CITY COMMUNITY EQUESTRIANTRAIL � -
-- _ TWIN PEAKS' (SPACE• 18.O.C.I i'
LANDSCAPE ARCHITECTURAL DESIGN
` _CI.TY MAINTAINED.SLOPE
GAZANiAHYBRiO GAZANiA FLATS DRAWN j� NEET
.R1Y EE UE T 1AAt TRAIL 'MITSUWA YELLOW' T/� 130 S.PROSPECT 1
p AT Q g q OF
r S2—
HEETS L-1 TNRU L-6 MDT TO SCALE
_PRIYATEMAINTAiNED-I�REA$, TUSTIN,CA �T141 'T346161
KL1 1 CHECKED DRAWING NO �
Sam
• - - DATE
`` ' FILE NO /;z 0 3--L
- - - E �`OF�
SHEET NO- 3
• 4
•
3J 38 37 36 135134 33 32 31 30 29 26 25 24. 23 22 1
• 7
CHEROKEE ROAD 28 ,21
S2
z 40 41 42 43 44* 45 46 47 46 46 20
so 51 S3
� 19
S9 54 14
67 66 65 64 63 62 61 60 58 57 56 65
w ARA HO ROAD 9 SAW RO
-1 2 3 4 5 $ 7 •z 10 11 12 13 14 /5 is 17
• - =__ `s k lA x int_
LEGEND THIS SHE
.CITY COMMUNITY EQUESTRIAN.TRAiL
MAINTAINED,SLOPE
p QQ EE i
SHEEASEETHRU L�iAN TRAIL
NOT TO SCALE
--PRIVATE.MAINTAINEQ AREAS,
_ r
292220 2 92
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PLANT LEGEND. � � � ...... •.•...._
SYMBOL BOTANICAL NAME COMMON NAME SIZE CITY
TREES -
• EUCALYPTUS MACULATA SPOTTED GUM 5 GAL. 197 11 L '
•
MAGNOLIA GRANDiFLORA SOUTHERN MAGNOLIA 24" BOX 3 ♦ • •
'MAJESTIC BEAUTY' ++ • • • i i
+ O c + p
SHRUBS c °° + + + + ° ° ° o d o + O
+
o ACACIA LONGIFOLIA SYDNEY GOLDEN WATTLE 1 GAL. 685 °p ° o 4-
O
(SPACE 0 3'-0`O.C.) go
1 �
OAGAPANTHUS AFRICANUS LILY OF THE NILE 5 GAL. 15 - O w
QUEEN ANNE' (SPACE •24
•O.C.) r..�. �•� womm ° T_
0 PITTOSPORUM TOBiRA WHEELER'S DWARF 5GAL 10 ° --•I
WHEELER'S DWARF PITTOSPORUM (SPACE 6315•O.C.) _
•
PLUMBAGO CAPENSIS CAPE PLUMBAGO 1 GAL 749
( �ir� �-'�
O SPACE 6 T-T O.C. , - L
+ XYLOSMA CONGESTUM SHINY XYLOSMA 1 GAL. 758
OO.C.)
PA 6 •0' .C.
GROUND COVER
BACCHARIS PILULARIS COYOTE BUSH 2-i/4' LINERS '
'TWIN PEAKS' (SPACE s 18-O.C.) '
GAZANIA HYBRID •GAZANIA FLATS > O CITY
DESCRIPTION OF REVIS ION DATE R
'MITSUWA YELLOW' •. - '
NTEll
76
rl" :: — CITY OF RANCHO CUCAMONGA
ETiWANDA AVENUE EQUESTRIAN TRAILS
I -i- _ =- � TRACT 12870 - RANCHO CUCAMONGA
'7y�,//_-•7� - • -�_-�- .:r �- r ii ///��•''• • --_v::- PLANTING PLAN
sp
11
,,--- 10389A
SOIL Sl'/�B1LIZATION NOTE:
GENERAL NOTES:NOTES: APPROVED 8Y: ORATE:
• ALL AREAS SHALL RECEIVE A 2'THICK LAYER OF �O ,��Q�+- �'�C�/�<<
MEDIUM GRIND SHREDDED MULCH AS MANUFACTURED � ' `� '�' , CITY ENGINEER RC.E N0Z2639 T
BY BLUE RIBBON SUPPLIES, ORANGE, CA. (714)633-3666. - -REFER TO SHEET L-7 FOR PLANTING DETAILS. 1 ,>J ��'
• REFER TO SHEET L-11 FOR GENERAL NOTES & SPECIFICATIONS. E' DEsIcN JON KAWADA & ASSOCIATES RECO M
• CONTRACTOR TO SUBMIT SAMPLE TO CiTY INSPECTOR / , LANDSCAPE ARCHITECTURAL DESIGN
PRIOR TO PURCHASE& INSTALLATION FOR PRIOR _
APPROVAL PUnPOSES RAWN S EET
130 S.PROSPECT 12
TUSTIN,CA 92680 (714) 73D-6161 4OF
CHECKED DRAWING NO
tF �.of R.L.A.ho 2 03
�a��° �-�. �
_i ( �Y DATE '� `"�''�`'� FILE NO.�_
-
SHEET NO.ArOF 3 .
1
1-1/2" WATER METER PROVIDED BY DEVELOPER ►
STATIC PRESSURE: 70 ' P.S.I. `
DESIGN PRESSURE: 35 PS.I.
( MAXIMUM DEMAND: 48 G.P.M. (APPROXIMATE)
_Pz4e?n�T�14
-- - - -- - - (STATIC WATER PRESSURE RECEIVED FROM CARLOS AT CUCAMONGA
1 O COUNTY WATER DISTRICT ON MAY 22, 1989.)
:.•• ttli + -, _ - - .>- NT OF CONNECTION SHALL BE INSTALLED WITHIN PLANTING IN CITY
POI
' f-el�� — ' MAINTENANCE AREA. SCREEN FROM VEW W/ PLANTNVG
� Z!f♦fffffiff_�ff�ifj���� ' •
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• • i i • • i• i
• ��l�litifiifff• • i• ••if•♦•ilii•
1fi•ff♦♦♦•••i•••• REDUCED PRESSURE BACKFLOW PREVENTER
�i
FEBCO MODEL 825Y-8V- INSTALL PER LOCAL GOVERNING CODES
SCREEN FROM VIEW W/PLANT MATERIAL.
FDtAGRAM
FLOW SENSOR- MOD-EL-220P PVC (REFER TO INSTALLATION
DETAIL 'C' SHEET L-9.
oj
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' h I , �I r� ��• ELECTRIC MASTER GLOBE VALVE WITH
yy� Y� n yam;
' yy ,, / INTERNAL MANUAL BLEED AND FLOW
.� CONTROL: HARDIE 702 SERIES - 2". '
M I I
I
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1 -
MOISTURE CONTROL COMPUTER:
• CALSENSE 200:24: 24 STATIONS
!`• • INSTALLED IN MEUG i-M-285 ENCLOSURE
I (FINISH:(2)COATS SEMI-GLOSS ENAMEL-L1GNT BEiGE:CARDINAL
INDUSTRIAL FINISHES 8595A26521,SHERWIN-WILLIAMS 06-W-114 T Uj
PLUS OR EQUIVALENT PER CITY STANDARDS)
I • FINAL CONTROLLER LOCATION SHALL BY APPROVED BY CiTY INSPECTOR z
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-- MOISTURE SENSOR NOTES: IRRIGATION NOTE:
CITY
DESCRIPTION OF REVISION DATE ►s• o'
• THE PROJECT REQUIRES ONE11)CALSENSE MOISTURE SENSOR FOR
EVERY FOUR(4)IRRIGATION VALVES AND ONE (1)CALSENSE FLOW • IRRIGATION SYSTEM IS DESIGNED TO PROVIDE A MAXIMUM OF 3•A WEEK
"^'�• -� SENSOR (SIZE PER MAIN LINE ON PLAN )PER CONTROLLER. BETWEEN 9PM-5AM 6 DAYS A WEEK CITY OF RANCHO CUCAMONGA
- I
3s 38 37 36 33 34 33 32 31 30 29 25 24. 23 2? • MODEL 2000 REQUIRES ONE (1)SENSOR PER EVERY FOUR (4)VALVES, • INSTALLATION OF CALSENSE EQUIPMENT SHALL BE DONE UNDER THE
26 ,
THEREFORE,FIVE (5)SENSORS ARE REQUIRELI FOR THIS SYSTEM. SUPERVISION OF CITY INSPECTOR AND CALSENSE REPRESENTATIVE AT:
ETiWANDA AVENUE EQUESTRIAN TRAILS
= CHEROKEE ROAD ?e e� • CALSENSE MODEL 220P SHALL BE INSTALLED IN-LINE,ONE (1)PER PHONE 455- ~ TRACT 12870 - •
40 41 42 43 -44- 43 46 47 46 49- 51 63 '4'0 WATER METER,WITH TWO(2)FEET OF PVC DOWNSTREAM OF THE FLOW
t So 19 SENSOR AND UPSTREAM, PIPE SiZED AS PER FLOW SENSOR IRRIGATION PLAN
59 S4 �s" I : ' MA NLINE,2•SENSOR: 2 FEET OF 2'PVC AND OF 2'16"
67 W 65 64 63 02 61 60 57 ss 1� PVC DOWNSTREAM AND UPSTREAM RESPECTIVELY: 2'MAINLiN , GENERAL NOTES:
W ARAP Ho ROAD 9 9,W RO SENSOR: 2 FEET OF 1 1J2'PVC ANDtf611 1 tf2'PVC. � d V
16 LJ 10339
10 FLOW SENSORS SHALL 8E INSTALLED 30'MAXIMUM UPSTREAM OR
• REFER TO SHEET L-6 FOR IRRIGATION LEGEND. APPROVED BY: _ DATE: l'
1 4 3 4 s.• �. �, •-__ {1 12 13 14 15- 1s. 17 ' VALVE,FITTING METER OR BACKFLOW REFER TO SHEET L-9 & L-10 FOR IRRIGATION DETAILS.
_
DOWNSTREAM FROM MASTER AL E, � �- C:�p� .
DEVICE. EG: IN A 3'MAINLINE THE CALSENSE FLOW SENSOR TO BE F r -
' R�rER TO SHEET L-11 FOR GENERAL NOTES 8� SPECIFICATIONS N ,�`� . .-�-:��-�4 .� CITY ENGINEER RC.E N0.
. _
_ �_ � �? Yx���'•�t°- '�-_` INSTALLED 30'EITHER SIDE,AWAY FROM THE AFORE MENTIONED _ DESIGN RECO
EQUIPMENT. - 4 y I
i, \� 1 JON KAWADA & ASSOCIATES ArtMEN
LEGEND THIS SET
• WiRES FROM THE FLOW SENSOR TO THE CONTROLLER SHALL CONSIST OF ALL IRRIGATION EQUIPMENT SHOWN LOCATED IN TRAIL IS FOR v LANDSCAPE ARCHITECTURAL DESIGN
_CITY COMMUNITY EQUESTRiAN TRAIL ONE (1)BLACK AND ONE (1)RED STANDARD x14 IRRIGATION VALVE WIRES. FOR DESIGN CLARIFICATION PURPOSES ONLY AND WILL BE INSTALLED
WITHIN PLANTER AREAS. ABOVE GROUND EQUIPMENT WILL BE E E T
.•. AWN
's —CITY MAINTAINED SLOPE j
SCREENED FROM VIEW WITH PLANT MATERIAL �; `' f 130 S.PROSPECT •512
• THE FLOW SENSOR SHALL BE HOUSED IN A VALVE BOX AS PER IRRIGATION TUSTiN,CA 92690 (114) 734$161 OF------
.RiY TEE U TRtAN TRAIL REMOTE CONTROL NERVES SPECIFIED ON PLANS AND MARKED"F.S.'. J' �1`'
' p A p Eg 6 ,� CHECKED f DRAWING NO
-SHEENS L-1 THRU L- NOT TO SCALE �'`"--• ` R.L.A.NO
MAINTAINED. FREA OF NO- "`' :.'r
_
-,PRIVATE. A. $, C DATE FILE NO
.--- - SHEET NO [vF -
MOISTURE SENSOR NOTES: IRRIGATION NOTE'
F73� 37
36 35 34 33 32 31 30 25 24. 23 1
• THE PROJECT REOUiRES ONE:(1)CALSENSE MOISTURE SENSOR FOR
EVERY FOUR(4)IRRIGATION VALVES AND ONE (1)CALSENSE FLOW • IRRIGATION SYSTEM iS DESIGNED TO PROVIDE A MAXiMUM OF 3•A WEEK � CHEROKEE ROAD !rt sit at
SENSOR (SIZE PER MAIN UNE ON PLAN I PER CONTROLLER BETWEEN 9PM-S M 6 DAYS A WEEK � 40 41 42 43 44 45 46 47 a 40 :t � 20
< 10
• MODEL 2000 aEOUtREs ONE(1)SENSOR PER EVERY FOUR(4)VALVES. • INSTALLATION OF CALSENSE EOUiPMENT SHALL 8E DONE UNDER THE � �
THEREFORE,FIVE (5)SENSORS ARE REC?UIRECIFOR THiS SYSTEM. SUPERVISION OF CITY INSPECTOR AND CALSENSE REPRESENTATIVE AT: 67 66 65 64 63 662 61 00 s?
• CALSENSE MODEL VW SHALL BE INSTALLED IN-UNE,ONE(1)PER � s5
WATER METER,WITH TWO(2)FEET OF PVC DOMINSTREAM OF THE FLOW PHONE s 4W 0129
v+ ARA Hp a 9 SAW R
10
SENSOR AND ONE (1)FOOT UPSTREAM,PiPE SIZED AS PER FLOW SENSOR 1 9 3 4 5 6 7 �: : t t t2 is 14 15 is t1'
SIZE- EG: 3•MAINUNE,r SENSOR: 2 FEET OF 2'PVC AND 1 FOOT OF 2'
PVC DOWNSTREAM AND UPSTREAM RESPECTIVELY: r MAINUNE, 1 V2'
SENSOR: 2 FEET OF 1 V2'PVC AND 1 FOOT OF 1 i/r PVC.
. LEGESW,
• fLOW SENSORS SHALL BE tNSTALLED 30'MAXIMUM UPSTREAM OR S
DOWNSTREAM FROM MASTER VALVE,FITTING METER OR BACKFLOM/ �, Clrr COMMUNITY EouESTAIAty TMrt
DEVICE. EG: IN A 3'MAINUNE,THE CALSENSE FLOW SENSOR TO BE
WTALLED X r EiTHER SIDE,AWAY FROM THE AFORE MENTIONED
����. �.; `� ';..'. ._CITY MAINTAINED SLOPE
gH 1 Yjf-Eggkk J JIAN TRAIL
• WiRES FROM THE FLOW SENSOR TO THE CONTROLLER SHALL CONSIST
ONE(1)BLACK AND ONE(1)RED STANDARD r14 IRRIGATION VALVE WIRES. - NOT S�ILLE
PRIVATE MAINTAINED AREAS
• THE FLOW SENSOR SHALL BE HOUSED IN A VALVE BOX AS PER INUGATION
REMOTE PONTROL WAVES SPECIFIED ON PLANS AND MARKED'/.S.'. j
•ssssssss.••s•##i���is#sssssss••s• itttti! �.-
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IRRIGATION LEGEND i!•ss•ss •i•i•#,###,,«N�sssit��•ss..assi�•asNlssssssss�ssssssss• ��t.•liaii,�..h. • ' .
. r
.maedi. ar�oRntnv Psi
arm »>ruwr PRESSURE CALCULATIONS .. -
tte�wetcs .. .. �_
b �oleas�ocs tU'ZP�}lRt��ltAY WAD m w IV ttWc mu
sr,Ic 2,p.z r-11 PCS i.c Ir"Lr w,com n.amu. i�AtER MLjTER / -- SIZE
M NRI'S.ALE Cl4tN!III VG DEVRf
a _
trro�a JR Q1V1Y+twD 20 » IOP70
slow-t M.17�•+c�.so Ir�p�wi cx-W" %'Ak •� "
T �
QIx cs��r
w,•w�.a�ct�M�Am1�t�tvt� STAT I C PSI
ELEVATION 43.8 F.S. �
-- •••
tt�37�-lopv7m tCPt,Il'T71E�t1►,tFTTtat ri 3.47 itt' tNtfc]wnE �Ns••ssss • . . ..
x•-xroltr-ll s•-0+ trt" -ti 12.5' _ 1 .433 s 5.41 P.S.I.
R=)xp-�+JMs t�us-,.0 wit w�rcxe 35 2.22 sr '132 t)cMi2-
a I -
rc>�)�-x• mens KV-LVs+lel A%,w TIM is 174 n ATE CONTROL VALVE =1 SI ZE
A7'•WD'{r x,'49 IrP -tv Q�t1Mll
N"I" DEMAND 20 R.P.N. � ... �....c�.... ....E-.�..,.�.,.. ••-. ... .. .... ... ... ... .... ... p
t%NI AI I ATII I rI;rtx.
ELEVATION - 31.3 F.S. 1 ''
nat.lnv� vtcYxnt -rc�c44at t++e:wa>!;:�},... dla�ntv�srAturt7acxvN��.,�vr ��n,cxc. ��t) PRESSURE 0 R C 3./ P S I w
. . • ` • • •
�•tRll))1UPRtti?�TLLM 1�A .iL�N.�_ V
itF t,ww-.• •t t r�ntAc-1+R S14t11.Al)rLJ-}.aLL .!t 1R}tt v:i:�tvTl iL FEf l!)1U. t!�!t� r�t1E a�T cv+'Esc tt>M SIZE ITEN �.
Au �` A :viler ♦� �; ' W
MATER NE it 1.7 -
.rrLL
2" R.P. BIACULOW DEVICE 7.0
•,, ,; ;. �. -- RATE VALVE
o:>-�,�►. 1 ;.+_ 2•, IASTER VALVE .5 �
� f
PRESS. REG. -
37 PAIN LINE LOSS .4.4702
��' Wlett;�:Ii17t><t7L1l�=vA:.VEv11Tft R-t1 k1A:tt��t:�:K 1 H� s'
'EJU! /1N)I 1� l t it;ltl I
ti i " RTE CONI OL VALVE 2.8
i LATERAL LINE 4.3 1� DESCRI PT10N OF REVISION DATE "STY
� 11 moo:
t•Ltl!III'��lOR..tt�/1l�I .�titK7lrQt tlVITAM[St-.At�It77l1�.tl'F't'C5f�60t N�tR2R� 3 !
• Q�-�MO�O�P�1 T,lt,li?rS WAIPPW FITTINGS LOSS (IOZ) .43 CITY OF RANCHO CUCAMONGA
l VrWATtIRhvTIERPrswv fl>trt�UMMMR sty r4PLAKI~QWtTi (TTYAMat'Ni r4AVTAWA) 12.5' ELEVATION CSE ♦5.41
""I _ a ETIWANDA AVENUE EQUESTRIAN
� � �n�0°I"`"�t TOTAL sYSTEN LossEs 15.72 �— �''�! � + ' TRAILS
TRACT 12870 -
All P%%far,RCWa>IFW Ml(1)CPFRMjMASM-34SfATEN
cnYtwx;." WTAn,PE,-- a ftn PRESSURE REQUIRED AT HEAD: 35
IRRIGATION PLAN
—•— twin t"rslVc tic 1130 ct.a,.>also urtct�ityR Piz:t 4� v�T At+�t �Nvrt=t) 50.72 -
120 9n#I u E ao R/LST1C!"tt'f KiK I�cw. e AK)SMAtIFR TOTAL PRESSURE REQUIRED:
prm"tLm:rnx cF crn•t�
t�,TfRu is ►or t l Do PPLlk Pm um wn t) STATIC PRESSURE AVA I LIABLE: 70 - 10389A
GENERAL NOTES: �a�u:.�c4,0� y
O �,p APPROVED BY: DATE: 1
1 k1
`J
� s ^C.1211`1 t1X��I Ptwsltr t - n. 8 7
�`TA`"�An'P`'�`r""P1tl]Fciulwml�('.tPtti►x±Rti-tt�I - REFER TO THIS SHEET FOR IRRIGATION LEGEND. � ��/ 1 5 �; CITY ENGINEER RC.E- NO.
L431RAILtH-RAIL nr;:115,'Wncu.ot�mct� Sim A-%mQt) RESIDUAL MATER PRESSURE: J9.28 • REFER TO SHEET L-9 & L-10 FOR IRRIGATION DETAILS. � � __
ter" 'a� "n"' `r:`'P'�c"RT'°"'w'"�"a ct c�*�'"'' REFER TO SHEET L-11 FOR GENERAL NOTES & SPECIFICATIONS. DESIGN JON KAWADA & ASSOCIATES RFcoMME
CITY RESIDUAL MATER Lz _ �- LANDSCAPE ARCHITECTURAL DESIGN
PRESSURE REQUESTED: 15-20 PSI ; DPAWN S1=60F
E7
ALL IRRIGATION EQUIPMENT SHOWN LOCATED IN TRAIL IS FOR - =-- 1 I 130S.VALtESM FOR DESIGN CLA.RiFICA'1ON PURPOSES ONLY AND KILL BE INSTALLED �l' '"t` J� TUSTIN,CIA 9Z6M (714) 73D-6161 12
VALVFDLMkK)(VAi�[R7lQW'MG.tM) SCREENED FRO►A VIEW 7I I PPLANT MATERIAL I�•tENT WILL BE ��C OF Ck0'� CHECKED CKE,� DRAWING NO
R.L.A.Mo l�Z
DATE ' FILE NO
SHEET N0.-,00F
I
AILIW
, ( 1. STAKE TREE PERPENDICULAR TO PRErAtlIN6
i
fI WINO.
2. PLACE •G1tOW•►OWE1' TARS iN PLANT
CONTAINER PRiOR TO PLANTING FOR 1
OBSERVATION PURPOSES. i
CINCH TIES (2)
PER SPECIFICATIONS
s APPROVED TREE STAKE OOFTJ TOP OF STAKES
_ (1) PER SPECIFICATIONS
« OR IC INAL GRADE MAIN TRUNK
' _ : C I T sP 4 f4( ) i1CN ES t ACED 21• APART-FOR
i 12" MAX. CITY STREET 12' MAXIMP (1) Y.I.T. TREES
I.T. TWISTBRACE(2i')FLAiGES
SC WWED TO LODGE POLES WITH CALM• SCREWS
R=TE' S" SEAR TICIMY !" DIA. LOW POLE PINE STAKES B' LONG
C"ACTED IN PUKE TO WITH WOOD PRESERVATIVE STAIN,
1. PROY1K SCORE JOINTS AT 10'-0' O.C. PIND )/B' DITURIAOUS TELT EXPANSION JOINTS r0101 WATER BASIN ! STAKE A MINIMUM OF 12' INTO UNDISTURBED APPROVED TREE STAKES
SOIL AND ALIGN STAKES OUTSIDE ROOT BALL.
(2) PER SPECIFICATIONS
j A 20'•O' O.C. I i AmR GUARD IN TURF ARIAS AiM FRI)NT YARDS.
1N u S 6' DIA. PVC PERFORATED PIPE • FiLL WITH
1/2' WASHED CRUSHED AGGREGATE BASE FULL
NATIVE SOIL LENGTH OF PIPE (LOCATE 11' FROM TRUNK)2" IN PtAXT RED CO�KRETE pow CURI�121ADIUS EIPOSEO EDGES NIS a 'i
«
AAD F 1 N I SH PER PLAN (INSTALL AT BADE 'GROW-POWER" I LAIN'T TABS PER
8 LEVEL AT STALE CROSSINGS)
MANUFACTURER'S RECOKkIENDAT IONS
N�
FINISH 91R,ADE � BACKFILL MIX PER SPECIFtCATI0S5 -
I
t� .•.._ h T �� - _ ��. PLANT PIT TO RE (2) TIMES THE 2�9�-ISP �E�QuI OCONT N
p WIDTH OF THE ROOT BALL 6 11
APPROVED E Al.
#E3ttE•Wt tO�TiRt 1S I "
BELOW THE BOTTOM 0 f THE
-- ' ROOT &ALL C MANUFAC�ER'S �OMtNOATTABS TIIONS
{� (UNLESS OTHERWISE 1NSTRUMD) Y
BACKFILL MIX PER SPECIFICATIONS
• NOTE i
I 1 1. STARE T1tEE PtitPEND ^ '
ICULAR TO PREVAILTI C Inn NATIVE -SOIL
2. SLAC[ 'GROSS—POSTER' TABS IN PLANT CONTAINER PRIOR TO FLANTINC TWICE ROOT BALL DIASTER _ PLANT PIT TO It (?) TIES TV(
•R FOR OBSERVATION PURPOSES. � WIDTH OF THE ROOT BAIL � lt' i
t ' M BELOW THE 107014 OF THE ROOT
� &ALL
..
t. f ' •
i
C%'.mv'%.#RETE MOW CURB SINGLE STAKING TREE ON SLOPE(5 GAL. EUCALYPTUS) TREE PLANTING / STAKING '
(BETWEEN TURF & GROUND COVER AREAS)
MOTE: NOTE:
1. STAKE TREE PERPEINDICULAR TO PREVAILING
1. t1RTANGLE RATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER
t' FROM HOSE. 00 NOT CRACK ROOT SALL. WIND.
2. PLACE 'GROW-POWER• TARS IN PLANT
�l 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION CONTAINER PRIOR TO PLANTING FOR
PURPOSES.
OBSERVATION PURPOSES. r
TOP OF STAKES
i_
= MAIN TRUNK
00 •VIT- TREE TIE (1) PER SPECIFICATIONS .
(2) TIES SPACED 12- APART FOR CITY
STREET TREES
NOPE•
r
1. PROYIK SCORE JOINTS AT 100•0' O.C. MD S/D' IITLMINOVS FEtT EXPANSION JOINTS APPROVED TREE STAKES
AT TQ •O O.C. (2) PER SPECIFICATiOINS
« S" BERN TO FORK DEPRESSED ARBOR CtJAAD IH TURF AREAS
. IN LAWN WATERING BASIN
-- 1N rt/tNT LEO00
tORCRETE MW CUR11/21uoivs EXPOSED EDGES
r
ASND FINISH PER PLAN (INSTALL AT GRADE FORM
s' LEVEL AT SWILE CROSSINGS � AS`N FOR CROUND�COVER AREAS
1 I
FINISH C1latDf l _-. -_ 2 TRICK C1qIT4E!l MUt,CR
"GROW-POWER" PLANT TABS PER
MANUFACTURER'S RECOMENDATIONS >00< = f
-- -
CONTAiNER ROOT BAIL01
,
_ BACKFILL MIX PER SPECIFICATIONS ,.
#3 R E•to COLT iNUOt�S f ; - :;' I ; yi - �, GROW-POWER •PLANT TABS APER
(UNLESS OTHERWISE INSTRUCTED) :III- _=jI I �. [1 i 1 _ MANUFACTURERS RECOMENO TIONS
CONTAINER PLANT ROOT BALL
I3--. �(I -- KF MIX R SPECTFTCATiOMS
• . ;I III I I _ I� » BACKFILL PER! PLANT PIT TO BE (2) TIMES THE �I
WIDTH OF THE ROOT BALL L 12" j = ' i( _ i ._-s NATIVE -SOIL
BELOW THE BOTTOM OF THE ROOT iI >;��; II PLANT PIT TO It (2) TiMES THE !
BAIL - .Tj WIDTH OF THE ROOT SALL B 12'
NATIVE SOIL BELOW THE BOTTOM OF THE ROOT
SALCONCRETE MOW CURB SHRUB PLANTING TREE PLANTING / STAKING
E BI
(BETWEEN PRIVATE AND CiTY MAINTAINED AREAS) ;
(BOTH SIDES OF HORSE TRAIL)
PLANTTABLET SCHEiDLJLE PROPDSED TREE LOCATION Itlttt)INGtST1tUCTtJRE
G—O-PQWERPLATING- 1ABLE13FOFI�O�TAINEF - QWN PLANTv v v '
1 GALLON CONTAINEII nECE1VE9................................... 2.3 TABLETS ,
3 GALLON CONTAmrn nECEIVEI................................... 3•i TABLET Sv v ; �ti�►•���5 �
• S GALLON CONTAt1mR /1ECEIVE9................................... 0.0 TABLETS
- � AWnING/BvnolNc ovER>'ulNc
7 GALLON CONTAINEit nECEIVES................................... 9-t0 TABLETS
A
10 GALLON CONTAmen nECEiVE9....................................... 10.12 TABLETS `. MAMSCAPING
1S GALLON- CONTAINEn RECEIVES .-'' DESCRIPTION OF REVISION ®ATE CITY
CE ES...................................12 1S TABLETS P`fROYtCp.
20"A -- /\' 21" SOX nECEiYES...............................................1R•i• TABLETS
CITY OF RANCHO CUCAMONGA
P 1
30" soft nECEtVES...............................................is-to TABLETS
EQwL ETiWANDA AVENUE EQUESTRIAN TRAILS
36" BOX RECEIVES...............................................19.20 TABLETS TRACT 12870 — RANCHO CUCAMONGA
NOTE:
42" BOX RECEIVES...............................................ZO•Z2 TABLETS 1. MINIiMUM CLEARANCE: 6'-O' TOR S GALLON TO 36" WX TREES �
-- - PLANT, N G ',LAN
NOTE: LARGER
�s" OX RECEIVE LARGER TREES PER LANDSCAPE ARCHITECT'S INSTRUCTIONS
E C E S...............:...............................2 2 2 4 TABLETS 2. IN CASES WHERE TREES ARE 6'•o• OR LESS FROM ANY STRUCTURE. AWNING, OR %� r' . y 1038 9 A .
1. ALL SHRUBS/GR"D COVER TO dE PLArTED AT EQUAL SPACING (TRIANGIRAR) UNLESS NARDSCAPIN6 INSTALL TREE IN ACCORDANCE WITH uTY =NLPECTaa k, tet. i
OTHERWISE INDICATED ON PLAMS: SEE LEGEND FOR SPACING RF0IITQc11+c+,Tc »
90 BOX RECEIVES................................... . 52•Sd TABLETS INSTRUCTIONS.
• • S. TREE SPACING SMALL-BE APPROVED BY THE CITY 10s"t"'k BEFORE ANY
� APPROVED 8Y: � [SATE
G
•
lAR En
SIZES fOFI EACH i/2 CALIPER USE.................... ... S TABLETS SCHEDULED INSTALLATION. CITY ENGINEER R.C.E NO. 7
DESIGN RECD�+MENDEC
JON KAWADA & ASSOCIATES
ly Qom, LANDSCAPE ARCHITECTURAL DESIGN
1. � .•,�C
SHRUB / GROUNDC SPACING PLANT TABLET SCHEDULE TREE SPACING REQUIR \�F � DRAWN 1:=E T
130 S. PROSPECT 7 12
TUSTIN,CA 92680 r7/4) 73D-6161 of
CKECKEP DRAWING NO
i
RlA.Nyo
GATE TILE MO
3
SH ET NO.o aF� -
a am
L VW CORERS. f am •TRS 10 JON VIM is
I
.ion+ aRECTO'M Caw" P031 $MALL 941MLLED AT
• "An0 LlW KITH OMWTEN ANGLE ATvt Truro 30*
AT IOSf!10 K�TT?t0 �ITM 011tVE ���►ht
S L METAL /ART=W ALL Pt1tCt!ANO ETES MCLUO�NG -
I I
! $PALL W WW GALMWFO MATMAL.
K"AtAED WYM FE?,Ct p0NSTRl1CTfpN
t
t
1
tSUCH A NAPMER THAT TME TO OF niyCE
POLL Owl Puffy L t"M MADE.
ell-
I
Ilri�ixll�tvWl IYII►x wtw,Ilii'-Cor or
"PiCAL RAIL 6 T -S PANEL I T l . `
LSE
• CORNER OR 00 POSITS II/VI7' STQ L -
90.70-90 GAMY POPE4Al v
IK S'T'Ot. GALv WE RAIL
VAI M 9 GA-WE TIS S 16 a0.
TE1t GAR ��•�i
W>t W STEEL Ir& U1710
404vi' Wim•'xtYn • '� �
' ln �t Is . 26MESH GO*
• ES LMA( f1A W "
1
MM I E TIES AT IA ac
AT 0 BOTI OF FENCE
6�C 6� CoNC'F�w1"� '•�
GROUND LJNi--aaaa""`�
cap
Xel
• • s 30e STEEL STIRECH"8AR ' 't •; I )'L - 1
1
SAME AT 12"0.G TYPICAL IQ •1 •T } _
00,CORNER AND PULL POSTS.
•GA.ww M AT QrGG I
AIN LSC FENCE TYPICAL ALL UWE POia 15 P
CH TYPICAL EI��l1ESTR[AN TRAIL SECTION TRAM TRANSITION 'B
i
D
REFER TO AR 1141TS"fAM PLANS
-'— FOR S17NG AND PLACEMENT OF
'
STEEL REINFORMIFNT. -40
-0`HK;H SOUND Al I NUArl0N f6' NT To'of
ymm AT TOP�1-0"HIGH___ BERM
NIC
NEW F03LACEXVW
FFM GRArLr
1 - - EUCALYPTUS
%W coop
I�r Y`) s }�
to
I -Al
i
TO ARWILL -PLA
• FOR ACTUAL DOAF.W-IONS. - -
_ IIJ = �
24' l�TANNG WALL PER Jew LSC rww.*-
CIV ENGWER'S PLAN
--
42'' - V WIDE CONCRETE CURB (TYPAL) —
TRAU SURFACE IS 4"
DEPTH DECOMPOSED GRANITE
r
SOLM ATTENUATION WALL DETAIL FOR RfFnREN CF. ONLY TYPICAL EOUESTRIAN TRAM.. SECTION W/ RETA G WALL TRAIL TRANSITION 'X
_ AF)k 3 t'�ST
HOW$- TO orWTr_ t� MlMCE IRACE
CROS �x5
11EM8E1, G �sT
i
�,' SPLIT FW L �l
. ! L� L'5ti4S R , PV
PWLEP M WrfH F-xGM1'T i UPR%'M MEWN oxe PYG iw ,
PLATE
O'He UFT-oLtT tail_ LOT.
-
Mou�1NG PRACKFr --
O
NIGP4L
E M
� C"
e►c• EXTRUDED CONC. POST
er
450 rv&
PLAN VIEW
NOTES. `o z xb pvc �
_ +
�. H &"PF- 1. V&WnfiIM SHALL K 14;XC PRESSURE TREATED MOW FAINTED
MEMBERS SHALL K ATTACHED WITH 3111` GALV. SOUS
xvpr-r ~t'w1%.Pv AMD*
Q ' "
=.Nr s''Q � :�I•• i , G S � ECUKTOKTEPRIOR �PCE
VAU0 � pop �
DE S CR 1 P T 0N OF REVISION DATE
TE CITY
a tIO �`RORINp ' �
'
s r WITH POST. $��L
A-
a4 ��'!P �mr-mom Un tATM GAit5s � �D of CITY OF RANCHO CUCAMONGA
x70 � x
J
DIS • i
IVO
TE SM°w� 1POSTTo co T rr.N
TEETiWANDA AVENUE EQUESTRIAN TRAILS s
/ -� l-"fE�P1D• - ,
��
�Z - r` of x cewlfw1w Vold cu►rm., TRACT 12870 - w
3/rxr GACV. UZ IOUs PATH
C O N STR U CT I N .D ETA I LS t
,t
� . 110389A
cowe. `FMN CADSITS G.tC
''' APPROVED BY: DATE. 9 i
MF-''htNER OR CL'vELOPE jZ C^M IN�'rALL. �,ATE MM A• ;:' A r t. --
^r-t ^�T�� ..., 00,
I T Y ENGINEER RC.E tr0� 91
C--- TO MFINe. Tj�,AIt_ EAsEME PIT - �TFD TO PLATEt
AND GATE 10•N .
�" � _ SIGN RECO►+ ENDS
JON KAWADA & ASSOCIATES
LANDSCAPE ARCHITECTURAL DESIGN
RAIL FENCE: LOCAL TRAIL FOR REFERENCE ONLY COMA �1TERIOR TRAIL GATE C TRAILA . PVC FENCE OF C A`�FO DR A w N E-b
E
- -� 130 S. PROSPECT
TUSTIN CA 92680 14 T3a6161 of 12
STD. DRAWING #1011 STD. DRIB WING ## 1012 STD. DRAWING #1010: COMMUNITY TRAIL SYSTEM ONLY CHECKEL DRAWING NO
RL.A.No �O /
DATE FILE NO - L -3 �-•-,
SHE T W. 0F �3
. iL .► tID=.!^. •t•TM. w..•••....►".•x+.+llrM T._AV►•—F"Tfw. .a . .w.✓!rrw►..c.•.V +ic-+ ...a•.7. - .i r.a •! - _ •rtl.. ' -M .n —sl.Tti _
. '••.' -Mrr!•- s✓ /►t 1rM'nl..M •►T.r• .lr.-•-- .--►arl- _._-_-. -...__ _ .. -.- -_..-___ _-_ .. —__- ._— .-_ -. —... _
A.t _+ : -!./ .'-«.w►Y-.M7•r• rwv.•wed+/ a .7flb.. R^-. '..Ae. l1-►ice-l..+ •ltlAt•YYR Y +r.l.w . 1R'fiI .�.. ti - - -_ -
CALSENSETION OF TYPICAL
REND(
CONTROLLER INSTALLATION
POiNT OF CONNECTION NOTES:
RAIN t T RD 33 DL RC VtTN TELL0V STRUCTURE OR
AUBBER CAP SUPPLY ONE KEY RAIDSCAPING
PER 12 QCV'S INCLUDING NOSE I. Eaui""T TO K i*mtfo AT A N"mp of 24. tRoM ANY STm vots 00 0*01CA1,7NO. ,1,� INSTALLATION SEQUENCE
SWIVELS.
+ • •• Y 1) .2" 'WATER METER PROVIDED 8Y OTHERS.
FINISN GRADE • INSTALL IN 011"11100e►f
A 1 Pill, ��' rte. �t�" - �s _
PLANTER RED ONLY IA" Maxims I. VKN Pit iS KIT TO A STRUCTURE (10. WALL. IUiLOiNC. ETC.) MOUNT TEST COCrS ON N �) BACKFLOW PREVENTER -
M[N OA Ndt.STRUCTURE $10[- • Al ----- -
_ LINE SIZED BRASS ; - . '-'T'�-'-'SACIFta ""tNTOR ASSENSLT r R'
0) FLOW SENSOR-DATA INDUSTRIAL MODEL 220P PVC
i 101 4(i �. dA �•!' CATE VALVE BRASS NI►hE • trrttAL N) hACEs __.� SENSOR (SIZE PER NOTES THIS SHEET)
DISTRIBUTED BY:
MASS 90' Ell TYPICAL (2) PLACES /
I '
1 COMMON WTRE VALVES NTILE b OCiATES
23842 ALICIA PARKWAY, SUiTE I IS
--------- -'
BRASS NIFInt
STAINLESS STEELMISSION VIEJO,CALIFORNIA 92691
BRASS 117PPLE - SCRtW CLAMP SRASS W"NONE( SLREENRAiR"WiTM 50 WSW .
BRASS 10• ELL MINIMUM (3) rLACES � BRASS UN[U
• s / 4) MASTER VALVE,HARDiE1MODEL -27
i UA S S !0 STREET ELL s L GTH V :VARIES
EI COM.RETE i) CONTROL
• (LENGTH rAR2[S ►fR MANUFACTURER) t
BRASS NIPPLE - 6" LONG K REBAR STAKE 4 SLOPE 10 ORA IN AT MINO IMUM 2t WIRES
BRASS !0• STREET ELL (24" LONG) I-- °"WATER Smt. - FINISH GRAD! r
CALSENSE
s - O ti'.. .
PASS �rmE - r►►tuL �-- WATER FLOW IN
(t)� PLACES _
W. Cop"CTION 12"x11-v12' CORCRETt
REGViR[B TMtUST (LOCKS - TYPICAL -
(2) PLACES •
SCM40Lr(2 ) �ES MALE QAPTORS
TYPgal _ f� i 8 ti _��,1� BRIE To SYSTEMS MASTER FLOW LACK-FLOW WATER
FLSVALVE S SOR PREVENTER METER
I PRESSURE SUPPLY BRASS 90• ELL - t"ICAL
s LINE FITTING (z) ►LAc[s - - . .. - ..__.
MSSURE SUPPLY LTIM «
I _ 30 30•
til : II\1 STAt.t..
oto. Ii AI
I
QUICK COUPLING VALVE REDUCE PRESSURE BACKFLOW PR TOR INSTALLATION DIAGRAM
Q
i�AEYERS
MEYERS MRr2-1-W85 ENCLOSUM,
CALSENSE FLOW SENSOR INSTALLATION, ELECTRIC METER
COLOR CODED MAP FOR VALVt
LOCATION INSIDE (PER. SPEC'$.)
I – _CALSENCE #2000 CONTROLLER
I WALL MOUNT CONTROLLER -
.00,
ONTROLLER -
I �) I MOUNT WITHIN ENCLOSURE.
J 120 VOLT VIRE 10 R I C I D STEEL
1s Ii`i TURF AREAS CONDUIT (PER LOCAL CODE)
JUMBa fEAST� VALVE BOX ON-OFF SWITCH AND 110 VOLT
"w o"c"myt 1011 a cwt WITH 2-60 EXTENSIONS AND a IN SHRUB AREAS EXTERIOR OUTLET TO RE PROV I DED tY
LOCKING COVER. BY AMETEKF r CONTRACTOR.
OR HARPED -htESStAE REWUTLN• FINISH GRADE I I LOCK MUT
E��' COMMON WIRE/CONTROL MIRES IN r
FINISH! I ' SCN. $0 PVC CONDUIT
N 1AJ41 ZEDS GRADE j« � J
FrRLSN � L1F14 2' X S' X 4" CONCRETE FOOTING
;'I, � _ EXTENSION MIN.
: INSTALL A MINIMUM OF 3" ABOVt
WATER—PRO x.Aac
v� : CRA DE AND SLOPE TOP TO ORA[N
]( 4 ; CONNECTIONS = _ '''U"= `� "� I� ;=� ATA MINIMUM Of 2E
R,
S PIPE — Jl�tBO BOX � fill,- z-
• — OF 12 DIRECT SU1ttAL MIRTNC TO
DIAMETERS SACK RED 10 PIPE DIAMETERS --- VALVESt BUNDLE AND TAPE EVERY
" 15 FT. O.C. INSTALL WITHIN MAIN
S r F PRfSSiNE RMATLM '�--- O" M �—�-LINE TRENCH.
hrAX\\ FLOW REFER TO DETAIL 00.
IE r►PIPE >ro ButcfLoll — MAINLINE NOTESt
RE11ExTOR
FLOW 1. INSTALL CONTROLLER PER MIC. PRINTED iNST1t1Ct PER LOCAL COOLS
LOCATION TO BE APPROVED IN FIELD BY THE PRIOR TO COftSTLTi1C?t0•
"' f� . . ••ON
1 ^ FINISH: 2 COATS tEMt-GLOSS ENAMELCOIoiI pLRctTr
a 4 � - "`}' ,t ' • ° 2. COMMON WIRE TO BE UNITE AND CONTROL VIRE TO BE RED IN COLOR.
�.D r-•+v•�•�,,�..••L`+y:�„%v..r EXTENSION 2. NO SPLICES SMALL BE MAD9 BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE.
• .
' •� _� ' •`� ` A. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE OF REMOTE CONTROL
d VALVES AND AUTOKATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE.
6. MIN. a •
. a SEQUENCE SHOWN ON DETAIL iS FOR REFERENCE ONLY - SEE IRRICATION PLAN FOR
•'• " • e PEA GRAVEL- CORRECT VALVE SEQUENCE.
BASE VAM A(� an �. ¢ (�:Qe + DRAIN SUMP S. RUN ONE EXTRA WIRE (COLOR t ORALE) TO FARTHEST RCV - FOR FUTURE Olt.
600 14Ax
MIAN�UFACTUREW PH. MO.: (213) 724-04SO
PRFS!�URE REGULATOR VALVE FLOW SENSOR INSTALLATION AUTOMATIC CONTROLLFR
E
B
CONCRETE
VANE 101 1 Cl COVER
NAIS"*FLI 0 1 11Cv• CALSENSE WALL MOUNTINSTALLATION
'cMISTY•Et! 101 Ia9 t11 ����
ROUND VALVE BOX i COVER
MARKED "IRRIGATION GATE"
h CIFIE IiEt • HIRE 45* LL "CHRISTY" FL8 BOX A FL80 LID (OR EQUAL)
• SPEt If li0 K/Tit IIiTM Is• Ells
IM 10 W 1�E AOA"01 ANM AR '.'•
1
3" IN PLANT BEDS FINISH GRADE
Id1 � PSC r11d1
1R�sS RIMU ;• ___bYM_ URE 100. NT. - LER
III
'L/tAR?i CONNECTORS I1�
411
l s III
0 :,1•
r 1N ►LANT Sios EttCT1IC oolrI VALVE
WALL (IF APPLICABLE)
FVISN p1w _ - CALSENSE
_ LOCK MUT
+' ,I JUNCTION BOX i
F� 24V JUNCTION BOX i
t _ ►1i TAIL tx1•AitSiOR
100► (MITI. 21• LONG) :f
flat BRASS GATE VALVE
RECOMMENDED FOR
f
I
MASS XIQf G OIE i �� 1 � WITH BRONZE MANOt�►NEEL � LARGER CONTROLLERS.
uvT /uN _ -
..
CITY
t' 120 VOLT WIRE
DESCRIPT*N OF REVISION DATE PSR D
F----itOY ' ��
— !NABS xltriE vY IN RIGID CONDUIT
PER LOCAL CODES16 0
:•�
COMMON WIRE! CONTROL WIRES
:w�$�'r"� ',�'' 3/4" WASHED CRUSHED AWTGATE • : CITY OF RANCHOCUCAMONGA
- r s • • o •.o o _ • , •.� E AGGREGATE BASEso m 111"Lf —Jill; m 060 a 0
In RIGID CONDUIT.
ETIWANDA AVENUE EQUESTRIAN TRAILS
corm I c"m VINES
..
FIM GRADE TRACT 12870 -
SCH 40 PVC MALE ADAPTORS •
S[!1 10 PMt S:St+T TEE rRESSt1RE St1PftY LIN( ���/r i�♦ �• � •� ' -•'/• .•..•...:1.• •�I•i `s 111=1111=�— . .
1111=1111=1111=1111 III=1111E =1111= 6' 11= IRRIGATION DETAILS
OF DIRECT BURIAL
: =1111=1111-1111 10389A
1111.=1111=1111--1111=11 = = --- — - =1111=1i WIRING To vA�v�s -
1. INSTALL calTllol WAIVES A rtNtutlt of it FIIoNI STRUCTutES OA IIAROStAP x116. NOTE _ - -
1. ►LACE AGGREGATE PRiOR TO INSTALLATION OF VALVE SOX. =II _ --- — _ _ _-- _ �'—_N,;a Cq r _
APPROVED BY: - _ DATE
?. l�zTul tAITEs !lI PLA1rt 1Eos LB(ERErE>< rossTlLE tin To sloivu�s. c ,
' J. MACE TALTE IOt AT 110R A11ClES 10 STRt)XTtRES 0>1 11ilAbSGVIN�.
_1111_1111_.1111=1111-1111=1111.=1111=111 ,,�.. —. ?
S. IIACE Alf GATE PRIOR TO i1KTAi LAT ION Of TALVE 10x.
CITY ENGINEER RC.E hi, . x�9
S. ATTACH 'CPR I STY' VU TE I KYT i F iCAT iON T9 r iTN A!►ROM i AT[ COAL I t Eft MO ~� � DESIGN �-- k E c c� ►�E:• .
TAIrE MV9iR . TO tarTRa. VIRE. , r
JON KAWADA & ASSOCIATES
LANDSCAPE ARCHITECTURAL DESIGN
RIW TE CONTROL VALVE W/ -OFF VALVE 8 UM- ON GATE VALVE 3" OR SMALLER CALSENSE WALL MOUNT CONTROLLER -
130 S. PROSPECT Lm9
or
A TUSTIN,CA 92680 (714) 7346161
12
(WITFffN MEYERS ENCLOSURE) y� �F. �'' c HE K E:: r",9''t W I N 0 h
/0z 0 3--l—
ray• DATE FILE 140'—
SHEET
C SHEET NO.-3/ OF 3
_s
MOTE:
/2" ABOVE FINISH GRADE
REFER TO %CET L-7 FOR FPGATK)N CONNECTKM 1• LOCATE HEAD V I" WALKS, CURBS, HARDSCAPING, MOM STRIP, HEADER BOARD, AND
EDGE OF LAWN. KI•►OP SHRUB HEAD
mom2. LOCATE HEAD 12" FROM All STRUCTURES.
FINISH GRADE
room
PR I V A T E LOCAL T R A I L 3. USE TEFLON TAPE ON ALL MALE THREADS. - f
�
112" — 1" IN Soo
POP-UP TURF ROTOR
w
NIIf ►� II►Il ==
-- " H RADE
1 IN SEED FINIS G III v>,
Z 3
op
Nm:
R HEADER BOARD, AND i
W 11 Il SII I1 SII ,{)Illi iii .
1120 -- , 1. LOCATE MEAZI t FROM VALKS, CURBS. wAaDSCAP iN6 STRIP*
EDGE OF LAWN.
- I >
OM LOCATE STREAM S"JMS 6" FRALL STRUCTURES, AND SPRAY HEADS 12m FROM ALL
" 0 .
STRUCTURES IM S►Ntt1t AREAS BUT 6 _ FROM All STRUCTURES IN GROUP COVER AREAS
1' PRESSURE LATERAL 3. USE TEFLON TACE ON ALL MALE THREADS.
LINE A FITTING
1/2" MARLEX 900 STREET
Z MARLEX 90• STREET ELL SCH BO PVC NIPPLE ELL
Q SCH BO PVC NIPPLE (MINIMUM 4" LONG) '
-- - TYPICAL (2) PLACES SCH 40 PVC TxT 90• ELL
40 PVC 900 STREET ELL
1. W
MARLEX 90• STREET ELL
ANTI-DRAIN VALVE AS REQUIRED SCH 80 PVC NIPPLE • TYPICAL 12) PLACES
MARLEX 90• STREET ELL ANTI-MAIN VALVE AS REQUIRED
'CITY MAINTAINED '
. r - NON-PRESSURE LATERAL LIME i FITTING
AREA COMMUNITY TRAIL
RI A ENLARGNT-_ POP-UP ROTOR HEAD POP-UP SPRAY HEAD
.
IRRIGATION
1 LOCAL` TR I L 3JA A ,
PRIVATE 24" BOX JACARANDA (30'-0" SPACING)
f L�.I
! w
SLIP SASE SOCKET OVER END Of its
WIRES
Q _ ►it , ` CLEAN BACKFILL - SEE SPECS. FOR S� '-
AL 90% COMPACTION REQUIRED
� � i = �i Q1, MATERI LSTRIP MIRES APPROX• S/8 fROM ENDS TMtST TOGEThER
� cy APPLY SEALER TO OUTSIDE OF SEALING PLUG-ftLL
Z CAVITY WITH SEALER
s •
/ Q m
J
WN-PRESSURE LATERAL LINE: SM. 40 S_
ISSUE� �
SNAKE PIPE IN TRENCH
�,: PUT CRIMP SLEEVE OVER r+taE ENDS-CRIMP SLEEVE i
AND CUT OFF EXCESS WIRE
PULL SASE SOCKET OYER END AS FAR AS POSSIBILE
W
M!J E ,�' PRESSURE SUPPLY LINE: SCH. 40/CL.315 STEP 3 - - -
_ �.., �' SNAKE PIPE IN TRENCH '-
-_ ' r (11( PUSH SEALING PLUG INTO SASE SOCKET .
PUSH WIRES TO END Of SASE SOCKET TO ASSURE
COMPLETE SEAL I`IG Or CON.�ECT I ON
Mv
I N BACKFILL _
INE _
P ROY I OE 2 Of CLEA
CITY MA I N TA �
STEP 4 -.
AREA 12' TYPICAL CONTROL WIRES - BUNDLE AND TAPE
,' « RAINSIR0 SNAP-TITS MIRE CONNECTOR
COMMUNITY. RAI L AT 15 O.C. AND INSTALL ADJACENT
' TO PRESSURE SUPPLY LINE ,
NOTE.
ARFCONNECTORto TOgIRA -wFEELER�s avv WIRE
WARE T T UM 36" O.C. SP o I
5 GAL. WF-�ELER S D Pl OSPR
( n 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION.
5 AOAPAN�IS A
FPJCANUS WEEN AIS'
. I
5 GAL. LLY OF THE NILE (24" O.C. SPACM) .
TS WANA HYBRID %NTSMA YELLOW T
lop O.C. GAZANA 1Is" _ 11-0" TR WIRE CONWCTOR
PLANTING ENLARGEMEW
�:NC��NG
B
H
E �
,
HARDSCAPING
3'-0" 4'-V .1-3'-0" 4'-0" 22'-0"
CALSENSE SENSOR INSTALLATION,
PR I VATE LOCAL TRA I L . • �� `� ��
w11111I11�
1 hill
Z =�
,Q s CLEAN BACKFILL - SEE SPECS. FOR
> s MATERIAL, 90% COMPACTION REQUIRED 'SNAP—TITS'
*.
ELECTRICAL
-Q Q N . .►> - CONNECTORS
SAND
Q TION-PRESSURE LATERAL LINE SLEEVE FINISH GRADE
0 ' . {' SIIC INE DIAMETER OF NON-PRESSURE uTY
LATERAL l DESCRIPTION OF REVISION DATE
Z iIi :' CONTROL MIRE SLEEVE SIZE PER PLAN _ SENSOR
--10-0 O-0"R - PRESSURE .
SUPPLY
WIRE i
., , INSTALL ADJACENT TO PRESSYRE SUPPLY • • • • + • CITY OF` RANCHO CUCAMONGA
• - * Q LINE ' CONTROL • • • • • •
• • . . . .
3:: ����� �� - VALVE CONTROL WIRE BURY I�iIT,�IN
(� PRESSURE SUPPLY LINE SLEEVE • SIZE ROOT SYS rEM ETIWANDA AVENUE EQUESTRIAN TRAILS
TWICE DIAMETER OF PRESSURE SUPPLY
F— LINE TRACT 12870 - RANCHO CUCAMONGA
r
i
� 6 TYPICAL AMY LENGTH. R R I C*�T I O t� .D ETA I LS. !
in Li.! 14 AWG WIRE i
&-(r CO •MOW CLBAL TO SENSOR
(TYPICAL) REFER TO SHEET L-7 DETAIL D r�� NOTE:
10389A
1. All SLEEVES TO BE SCH 40 PVC.
��' �f'y APPROVED $Y: y DATE*
CITY MAINTAINED
2. EXTEND All SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. ��� E_ 1 CITY ENGINEER 'C.E NO. 22397
r•
AREA n ` `
COMMUN I TY TRA I L DESIGN RECOMM!ENx
JON KAWADA & ASSOCIATES
• LANDSCAPE ARCHITECTURAL DESIGN
CALS�NSE MOISTURE SENSOR INSTALLATION �,,s� , ,��
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�T[ FJG vc,.-�- PECNFICATION
I R R I A T! 0 N S P E (-ow" I F I C A.T I C N! PLAt
SCOPE OF WORK SITE VERIFICATION SCOPE OF WORK GROUND COMER
A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE A. THE CONTRACTOR SHALL VERIFY THE CORRECTNESS OF ALL FINISH GRADES A. CHIS WORK SHALL CONSIST OF PERFORI-LING, CLEARING Am GRUBBING, A. ALL GROUND CO. ER AREAS SHALL RECEIVE A 1/2" LAYER OF
FURNISHING OF ALL LABOR, `POOLS, MATERIALS, APPLIANCES , TESTS, WITHIN THE WORK AREA IN ORDER TO INSURE THE PROPER .SOIL COVERAGE SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE, 'GRO- POWER' RAKED INTO THE TOP 2" OF PREPARED SOIL PRIOR TO
I; PERMITS, ETC. , NECESSARY FOR THE INSTALLATION OF A LANDSCAPE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPE. INCLUDING FliRNISHING ALL LABOR, MATERIALS, TOOLS, EQUIPI4ENT, PLANTING GROUND COVER.
SPRINKLER SYSTEM, AS SHOWN ON DRAWINGS. AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMIPLETION OF B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS.
THIS PROJECT.
B. IT IS THE INTENT OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OTE C. IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR SHALL
N
OF INSTALLING A SPRINKLER SYSTEM COMPLETE A14D OPERABLE IN AN N THOROUGHLY WATER GROUND COVER. ,
EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE A. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS MATERIALS
C SS D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT
STANDARDS ESTABLISHED FOR SPEINKLER OPERATION FOR FULL COVERAGE. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND AVAILABLE. DO
BEFORE FINAL LA.IIDSCAPE INSPECTION GROU14D COVER AREAS SHALL BE
NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK � �
AROUND PLANTING AREAS IS COISPLETE AND APPROVED. WEEDED PRIOR TO APPLYING PRE-E�,IERGENT. PRE-EMERGENT TO BE
MATERIALS
APPLIED AS PER MANUFACTURER' S RECOI���:E1�TDATIONS.
. GUARANTEE B. PLk:�TS - ALL PLANTS SHALL BE :IE'I�,L'i t:Y, Or I:C�:�it;L GRO:•;TH , ti�'ELL ROC�'I'EG,
AS PER IRRIGATION LEGEND SHOWN ON DPAWiNGS. FREE FROM DISEASES AND 1NSECTS. QUALITY AN'D SIZE OF. PLAIT
A. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARA74TEED BY THE MATERIAL SHALL RIT �, EOF ALI FORMA GRADING CODE OF
CONTRACTOR AS TO MATERIALS AND WORKIJSHIP, INCLUDING SETTLING NURSERYSTOCKANDNBEOFNUMBERSONEGRADE
� FINISH GRADING
OR BACKFILLED AREAS BELOW GRADE, FOR A PERIOD OF ONE (1) YEAR
VERIFICATION FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. C. VARIETIES AND SIZES OF PLANTS SHALL BE AS SHOWN ON „DRA, WINGS. A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SUBSTANTIALLY '
PLUS/MINUS . 1 FOOT OF FINISH GRADE, I
I� A. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY
B. ALL LAWN AND PLANTING AREAS SHALL HE GRADED TO A SMOOTH , EVEN ANDCHE �
THECKVERIFY �'�I,L LIQ'AUTHORIZEDAND
REPRESENTAORVEANY VARIATIONS TO FERTILIZER AND SOIL. COt'�DiTiONERS UNIFORM PLANE lti'ITH NO ABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT �
i 'T'O THE BUILDINGS SHALL SLOPE AWAY FROM THE BUILDING. �
B. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION, A. REDWOOD SHAVINGS - SHALL BE NITROGEN STABILIZED REDWOOD SHAVINGS
SIZE, PRESSURE AND DETAIL OF STUBOUTS PROVIDED AS THE SOURCE OF GENERAL IRRIGATION NOTES: ( . 5% NITROGEN, DRY BASE ) . C. FLOW OF SALL -POF SURG AREAS SHALL BE GRADED AND MAINTAINED TO ALLOk' FREE SURFACE WATER.
WATER SUPPLY TO THE SPRINKLER SYSTEM AS SHOWN ON PLANS. s.__. ,__.-__._� _..._ G.__ :_.___ _ ____. _-..:_._ ,._ ._-. ...a_ B. ORGANIC FERTILIZER - SHALL BE EOJ& TO T4TR0HLWV WITH MINIMUM
C. TTIE CONTRACTOR FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING • 120 VOLT ELECIRICAL POWER CLME.T FOR COUTIMLER M BE PFKNIDED BY CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID.
BIDDING AND/OR PRIOR TO PROCEEDING WITH ANY WORK , SHALL NOTIFY arfam. TM IRRIGATION OONTRJCIM SHAD' BE F09PONSIBLE FOR MAKING C. TOP DRESSING - SHALL BE ' FOREST HUMUS' /'GRO-POWER' GUARANTEE
THE BUILDER/DEVELOPER'S, AUTHORIZED REPRESENTATIVE OF SUCH IDO{-UP FTlOM OUTLET ID CONIM1,ER• - - - A. THE CONTRACTOR SHALL GUARANTEE ALL 15 GALLON SIZE TREES AND I
t DISCREPANCY( S ) , OTHERWISE THE CONTRACTOR MUST ASSUME FULL D. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE GRO-POWER I
RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. 49 �' WIRE 70 �IRIC VALVES M BE COPPED AI\'D ORGANIC BASE MATERIALS COMPRISED OF DECO1�tPOSED ANIMAL AND LARGER FOR A PERIOD OF ONE (1) YEAR AFTER THE END OF THE 180
UF #14 DIRFrr BURIAL. USE FED- FOR PIII7T - wKin Fit OGWlNON. VEGETABLE MATTER AND COMPOSTED TO SUPPORT BACTERIAL CULTURES, DAY MAINTENANCE PERIOD. �
D. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS INSTALL, IN 001►+” 7174CH WMI MAIN LINE PIPING WHERE POSSIBLE. CONTAINING NO POULTRY, ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS
GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY PROVIDE YINIMM 18" IMM. -
( 5-3-1 ) NITROGEN 5$ , PHOSPHATE 3$ , POTASH i$ , 50$ HUMIS AND 15$ B. THE CONTRACTOR SHALL GUARANTEE ALL OTHER MATERIAL FORA PERIOD
INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR HUMIC ACIDS. AVAILABLE THROUGH: SOUTHERN CALIFORNIA ORGANIC OF NINETY (90) DAYS AFTER THE END OF THE 180 DAY MAINTENANCE
PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER CONTRACTOR. • SME MINIMUM 1V' COVER OVER ALL PIWSURE MAIN LINE PIPING AND FERTILIZER CO. , GLENDALE, CALIFORNIA, ( 213•) 245-6849 . PERIOD.
12" OVER ALL NON-PRESSURE, LATERAL. LINE PIPING. ALL PIPE LEER MAINTENANCE
PAVED AREAS M BE INSTAI.L.ID IN SLEEVES. ALL SLMIES 1D BE PWC 1120
RECORD DRAWINGS Sa�vLE 40 PLASTIC PIPE INSratL,�D PRICER 70HARD9CAP`E �1SITtLICTICN. A. THE CO21TRACTOR SHALL SUBMIT A BID FOR A ONE-HUNDRED AND EIGHTY
GENERAL WORK PROCEDURES DAY MAINTENANCE PERIOD.
A. THE CONTRACTOR SHALL FURNISH TO THE CITY A COMPLETE 'AS BUILT' • FINAL LOC.ATICN CF AUIMATIC MOLLER M BE D191MIN D BY CITY*S A. LANDSCAPE WORK SHALL BE ACCORDING TO THE WORKMANLIKE STANDARDS
B. THE FINAL CITY INSPECTION TO COMMENCE AFTER THE 1 80 DAY
DRAWING ON MYLAR AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ALTI'IIORIGID RFDRESFNTATIVE, ESTABLISHED FOR LANDSCAPE CONSTRUCTION AND PLANTING.
ITEMS INSTALLED. THESE ARE TO BE DELIVERED ON OR BEFORE FINAL MAINTENANCE PROGRAM.
INSPECTION. • THIS IIESION IS DIAGEiA1V IATIC. EQUIP104T SHOWN IN PAVED AAFA.S IS FCR
DESIGN CLARIFICATION CMY AND IS TD BE INSTAIZED WITHIN PL,AMM CLEAN—UP
AREAS WIR-MN- ER POSSIBLE. WEEDING
TRENCHING A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEEDS A. UPON THE COMPLETION OF ALL PLANTING WORK, ON A DAILY BASIS, THE
• THE IRRIGATION OOMMCIM SHAH FUISH ALL, LINES AND ADAM ALL, HEADS CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS
A. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER � AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF AT THE
FOR MAXIM' PERFORMANC:R ARID 7D PREVENT OVER.SPRAY ONM WALKS, DRIVES CONTRACTOR S EXPENSE. RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM
OF 18" ABOVE THE TOP OF THE PIPE FOR ALL 'MAIN LINE' , 12" AND BUILDINGS AS MUC2i AS POISSIBLE. THIS SHALL, INCUIDE SENTING Im CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS
MINIMUM OVER ALL 'LATERAL LINES' , 24" FOR ALL SLEEVE PIPE AND BEST DEGREE OF ARC TD FIT EXISTING SITE CONDITIONS. APPROVED BY THE C" RECTO - -
18" FOR ALL PIPE IN TRAIL AREAS.
• M NOT WTUM-LY INSTALL THE SYSIVU AS DESIGNED WHEN IT IS OBVIOUS SOIL CONDITIONING (FOR BID PURPOSES ONLY)
IN THE FIELD THAT UNKNOWN OBST UCTIONS OR GRADE DI EXIST '
PRESSURE TESTING M•WFE HOLT MM DURING DESIGNING. SUaf CONDITIONS WF LL BE A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6 . ALL DEBRIS
A. ALL MAIN LINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE BROUGHT TO THE NITFNTION OF THE OWNER'S AMMIGED REDRIMITATIVE EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF AT
THE CONTRACTOR'S EXPENSE. SPREAD EVENLY IN ALL PLANTING AREAS GENERAL LANDSCAPE NOTES:
- TESTED AT 150 P.S.I . FORA PERIOD OF (6) HOURS. ANY LEAKS C1ITiFRV�ISE, THE IRRIGATION OQ�IIRACIUFR MUST ASSLIMF: FULLAFSPC7NSIBILTTY AND TILL (2 DIRECTIONS) INTO TOP 4" WITH THE FOLLOWING PER
FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FOR ANY AND ALL NBCFMARY REVISIONS.
FITTINGS AND INSTALLING NE'W MATERIAL IN PLACE. 1, 000 SQUARE FEET: • 1IiE IA )SC.APE; OONI4RACTOR SHALL REVIEiW ALL EXISTING SITE CCTDITIONS
B. ALL LA'T'ERALS SHALL BE PRESSURE TESTED FOR A PERIOD OF ONE ( 1 ) HOUR • INSTALL ALL EI�IMKW AS S� M IN THE DETAILS. 4 CUBIC YARDS OF NITROLIZED REDWOOD SHAVINGS PRIOR 110 SUBMITTING HIS BID AND PRIOR ID STARTING EICIN. II'
IF ANY DISCIil~3'ANCIES EKISf, IMSH7[lID BE BiIDUC�II' ID IM II�/►�IATE i
AT THE DESIGN PRESSURE OF THE SYSTEM: 150 POUNDS 'GRO- POWER'
• SYSTTM DESIGN IS BASEDBASEDCFI MINIMUwI OPERATING PRISStJRE SII791N AT EACH100 POUNDS AGRICULTURAL GYPSUM ATTENrioN OF THE My,pomCCTOR. -
C. .THE CONTRAC'T'OR SHALL NOT ALLOW, NOR CAUSE, ANY OF HIS WORK TO POINT OF CONNMTICN. MAXIMtAMi G.P.Y. DEMM SPBCIFIED. 7I1E IRRI- 100 POUNDS 'BEST' (ALL PURPOSE FERTILIZER) 12- 12- 12
BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND GATION OONTRACIUR SHALL VERIFY ALL PRESSURES ON SITE PRIOR ID START • 'THE CONITL4CT R SHAH. EE RMPONSIALE
APPROVED BY THE CITY'S LANDSCAPE INSPECTOR. OF CCTISTRUC'I'ICN. . FOR LOCTATING ANY
STAKING ALL SEWI�TR, UTILITY AND WATER MAIN LIPS PRIOR TO PLANTING. ,
.- .
//�� THE SHAM Ate: SOLE 1 SPOONS IBLITY FOR ANY ;
PLANTING COSTS INCURRED DUE TO DAMAGE AND REPLAGT "Tr OF SAID UTILITIES.
COVERAGE TEST • 111E LAMSCAPE COMRACTOR SHALL INSTALL ALL PLANT MAMIAL IN'
A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH WIDTH TWICE
A. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE EMENT THE DIAMETER OF RCKOTBALL AND 6" DEEPER THAN THE LENGTH OF A�OOM)ANCE WIT11 THE DETAILS, DRAWINGS AND SPECIFICATIONS.
IN PE TION RE UIR S
S C G?
PRESENCE OF THE CITY'S INSPECTOR, SHALL PERFORM A COVERAGE TEST --.- ----___�_ �_.___ ___________ _-_._- _-__-__.___ ROOTBALL. EACH PLANT PIT SHALL BE BACKFILLED WITH THE
OF WATER AFFORDED THE LAWN AND PLANTING AREAS, TO INSURE FOLLOWING PREPARED SOIL, MIXED THOROUGHLY: (FOR BID PURPOSES • THE LAND9CAPE 009MMM SHALL VERIFY SIS ARID QUANTITIES BY THE
COMPLETE AND ADEQUATE COVERAGE. THE CONTRACTOR SHALL FURNISH • THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM ONLY) PLAN 001K PROCE§S.
ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR
INADEQUACIES OF COVERAGE AT HIS OWN COST. TO BEGINNING CONSTRUCTION. /.5 PARTS NITROLIZED REDWOOD SHAVINGS • A' SMIMENS (241
, BOX AND IA.R), WALL BE SHMrIU) IN THE FIELD
.5 PART NITROHUMUS BY THE LAND9C,APE ASI IBC . FINAL LIX,ATIONS ON SITE SHALL BE
APPFC&M BY TW
• THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO 3 PARTS EXCAVATED SOIL CITY lC:T PRICK TO PiANI'IPD.
QUICK COUPLER7REQUESTING THE FOLLOWING INSPECTIONS: GRAM 'END ATIONS.-POWER' PLANTING TABLETS PER MANUFACTURER'S
I�'IENDRECO • PLANT YAIMTAL D( CR WENG AR PAVING AM WALLS MAY BE 10TTRED TU BE j
A. THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AT 150 FEET ON CENTER PLANNED PRIOR 10 E ION.
THROUGHOUT THE ENTIRE PROJECT OR AS INDICATED ON DRAWINGS. START OF CONS'TRUC'TION) t
. • REI4XNE STAN AND TRELLISES F'FD�i ALL VINES AND � wALis,
PAVING (WHERE APPLICABLE) B. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. FILL PREPARED i
AMID CCK�tS WITIi PLASTIC TABS AND TIES IIlA.9C�1RY NAILS OR
.
FENCF� ,
TRENCHING SOIL AROUND BALL OF PLANT � WAY, AND INSERT PLANT TABLETS. COMPLETE AN M"UVED IEQUM,. i
CONTROLLER PLANTING PITS (EXCAVATION) BACK FILLING AND WATER THOROUGHLY. it I
A. CONTROLLER LOCATIONS SHALL BE AS NOTED ON DRAWINGS OR AS-LOCATED TREE PLANTING /SHRUB PLANTING C. ALL PLANTS SHALL BE SET SO THAT, WHEN SETTLED, THEY BEAR THE SAME • AIL PLANTING ARM SHAD, SIVE GIUM COVER AS INDICATED ;
BY PTY N! TOR. SEEDING AND/OR SODDING (WHERE APPLICABLE) RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE CN THE PLAt1nNG PLAN. ALL GF0tM COVER SHALL EXrEND BFNF,ATN ALL'
COMMENCEMENT OF MAINTENANCE PERIOD BEFORE BEING TRANSPLANTED. TRFRS AND St PIM ARID SPAM) IN A TRIANGULAR PATIFM FHGM FLATS AT
TID PLANTING PLAN.
DISTANCE C�1 CEfiR� AS INDICA C�1 THE
B V B V
THE SPECIFIED IST
120 VOLT SERVICE AND HOOK-UP TO CONTROLLER SHALL BE Y BUILDER/ •
DEVELOPER. IT IS THE RESPONSIBILITY OF CONTRACTOR TO NOTIFY THE •
D. IMMEDIATELY AFTER PLANTING STAKE ALL TREES TO PREVENT DAMAGE FROM
NOTIFY THE CITY FOR THE FOLLOWING
CONTRACTOR SHALL NO C
PROJECT SUPERINTENDENT WHEN THE CONTROLLER IS READY FOR 120 VOLT THE CO WIND (LODGE POLE STAKES LENGTH AS REQUIRED) .. FASTEN TREE TO UPPER
HOOK-UP. INSPECTIONS: END OF STAKE IN AT LEAST TWO ( 2 ) PLACES USING .CVCHTYPE TIES.
MAINLINE PIPING: PRESSURE TESTING E. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF EACH PLANT.
150 LBS. FOR 6 HRS. F. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED 'tO EACH
LOW VOLTAGE CONTROL WIRE COVERAGE TEST PRIOR TO PLANTING TREE AND SHRUB, IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
A. ALL COMMON GROUND WIRE SHALL BE WHITE. COVERAGE TEST PRIOR TO START OF MAINTENANCE THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY
SATURATED. '
B. ALL PILOT WIRES SHALL BE RED. (180 DAYS) G. BEFORE GROUND COVER PLANTING,. REMOVE EARTH BERM TO FINISH GRADE
COVERAGE TEST PRIOR TO FINAL WALK THROUGH AND DISPOSE OF EXCESS SOIL.
C. WIRE SIZE SHALL BE NO. 14 U.F. DIRECT BURIAL
D. NO WIRES ARE TO BE SPLICED BETWEEN VALVE AND CONTROLLER EXCEPT AT
VALVE LOCATION.
E. ALL VALVE HOOK-UP SHALL BE WITH RAIN BIRD 'PEN-TITS' WIRE CONNECTORS
WEED
CITY
OR EQUAL. CONTROL. DESCRIPTON OF REVISION DATE
i
F. RUN ONE EXTRA PILOT WIRE TO THE FARTHEST VALVES IN BOTH
DIRECTIONS. • ALL AREAS RECEIVING GROUND COVER (ROOTED CITY QF RANCHO CUCAMONGA �
CUTTINGS) SHALL HAVE A WEED CONTROL APPLICATION
AFTER PLANTING AND THE FIRST WATERING. THE WEED
TRAILS
CONTROL MATERIAL, TREFLAN 8Y FLANCO PRODUCTS, EfiIWANDA AVENUE EQUESTRIAN
PLANAVIN BY SHELL CHEMICAL COMPANY, OR EQUAL
TRACT 128.70 -
SHALL BE APMIED PER MANUFACTURER'S DIRECTION
BY A LICENSED HERRICIDE)PEST CONTROL OPERATOR. GENERAL NOTES & SPECIFICATIONS
CTOR
PER APPROVAL OF THE CITY LANDSCAPE FIBRE �' �- •�.,,,.4-�, "389A
/yam �—
�` rl 7 APPROVED BY: DATE. -/ 9
, /�
a CITY ENGINEER RC.F NO. U397
j - DESIGN - RECO ENDE
•-
JON KA A & ASSOCIATES
LANDSCAPE ARCHITECTURAL DESIGN
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