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` ROCHESTER AVENUE '
----------- __.--____._ _ , __.____________ _ - _,_ _____- - -- __. .__ _ ___ _ _ ___--__-__-__-._ -__{ _ _---______- __ _. _ a _ - __- __. ___ _ ___ _-____-_ _._... _-__________.__._ . ___ - ________ _. __- ._ . _ __y____:____-___-------_-_.
61 6Z 63 6 4 S� ______.._�w____ _
i PRESSURE CALOULATIONS
STATIC PRESSURE- HIGH:145 PSI LOW:T38PSt
5 VI9 VI$ 46 V17 61 V16 59 V20 _ 21 ELEVATION:1545
SOURCE OF INFORMATION:CCWD
PHONE NUMBER:(909) 987-2'391
DATE OF INFORMATION:1-28-93
SEE SHEET I-4 DWG. 1295-L
_ b REMOTE CONTROL VALVE*V�S 912E I-1/4"
- m MAXIMUM DEMAND,34 QPM
Y
I
WATER METER 3
- 2 R.P BACKFLOW DEVICE 12
H •�► »
2 PRESSURE REG. 4
I-V2" MASTER VALVE!FLOW METERI,B
co ► J• I
/♦ � II « - -- " _ « ^ L 2 C 2-1/2" REMOTE LINE LOSS OL A 4.2
• ♦ l"1 l'�A (" 1^ 3 , « ♦ ♦ ♦ i,�"$,-x'_I « y , =�-,>�--� ., _� r r, D z
-4 ,Li -- • to (z �' �� LVE 6
t I'I/� LATERAL LINE T
•�� ��-�( �8( r ' ` �i l\ y4/ �• Idyl" �'/�- `-.. " .� ;,,�__ M - ,.. �/
FITTINGS
ELEVATIONCHANGE 27 2
r
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r
r �-� ,�r � � �. .�r _ _ �,•.� .�.- a ��\ - ,� .� � m
21• r , „ �, - /y,
4 �'!• h TOTAL SYSTEM LASSES 64
:�, �� I• \ « �.�� -�--g is - y� �/%tom ♦i •' �r _ ' w ♦.� `./ �1 w I�t�l« / • « + _ _ r r�`' H-. Sil_ ,J-��� f PRESSURE REQUIRED AT HEAD: 28
-- - --•�5/ 4 ` Yr - '_ ��_ rya ,' " r �__-__„ 003 Ile
^- - .? /T �i y4 �, I (�4 �� �--_.� �= 1L + � $ - - --- RESIDUAL WATER PRESSURE: 46
.4,(k �_ -�� �� " � ^ 3 •_ ��•.► TOTAL PRESSURE REQUIRED: 89
T
- , IleG '7?' �■ %M1 i ---- -- r - ��� ■ I /�n REG. PRESSURE AVAILABLE(PRE-SET) 90
CONTROLLER"V"
f SYSTEMS OPERATIONAL CAPABILITIES
I BASED ON 2" PRECIP. PER WEEK WITHIN 8
ROCHESTER AVENUE
h
I
HOURS PER DAY,40
HOURS PER 6 DAYS PER
WEEK
STA TYPE OF GPM TYPEOF PREOP. OPERATION
_ s+s t T ;
NO. PLANTING PERHR HRS/WK
I SHRUB 32 CNV. 1.6 .2
• 2 SHRUB 56 CONY. 1.6 2
3 SHRUB 34 CONY. 1.6 .2
V 15 62 60 V 14 V21 55 V 13 48 4 SHRUB 35 CONY. 1.6 .2
II/2" II/ rr II/2� I /2fI IRRIGATION LEGEND (COMPLETE) 5 SHRUB 36 coNv. I.s 1.2
6 SHRUB 54 CONY. 1.6 1.2
SYMBOL ARC RAD. SM1CI DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE
7 SHRUB 52 CON V. 1.6 1.2
103
v 180° 5 5' LOW ANGLE SHRUB HEAD 25 .40 RAINBIRD SAM 1812 IOH-LA PCS-.040 8 SHRUB 34 CONV. 1.6 1.2 r
• SEE L-23, DWG. 1295-L 120 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE 90 5 5' LOW ANGLE SHRUB HEAD 25 .20 RAINBIRD SAM 1812 100-LA PCS-.020 9 SHRUB 44 CON V. 1.6 1.2
- 3 LOCATION FOR THE AUTOMATIC CONTROLLER.CONTRACTOR SHALL BE RESPONSIBLE �% 180° 6 fi STANDARD SHRUB HEAD 25 .60 RAINBIRD SAM 1812 15H PCS-.060 10 SHRUB 53 CONY. 1.6 1.2
~ �u FOR OBTAINING ALLEDISON COMPANY PERMITS16AND INSPECTIONS. 9 6 STANDARD SHRUB HEAD 25 .40 RAINBIRD SAM 1812 150 PCS-_040 I I SHRUB 52 CONY. 1.6 1.2
r` 0 180 8 8 STANDARD SHRUB HEAD 25 .60 RAINBIRD SAM 1812 12H PCS-J060 12 SHRUB 16 CONY 1.6 1.2
(� .. y PHONE LINE CONDUIT SHALL BE CONNECTED TO THE NEAREST APPROVED TELEPHONE o -- -
90 8 8 STANDARD SHRUB HEAD 25 .40 RAINBIRD SAM 1812 120 PCS-.040 13 SHRUB 48 CONY. 1.6 1.2
- SOURCE AND BE OPERABLE PRIOR TO THE CITY ACCEPTANCE, THE CONTRACTOR IS 0 STD. 534
�+ '> RESPONSIBLE FOR OBTAINING ALL PHONE COMPANY PERMITS�AND INSPECTIONS. ® 360° I I' I 1 STANDARD SHRUB HEAD 25 2.40 RAINBIRD SAM 1812 12F 14 SHRUB 55 OONV. 1.6 1.2
0 1800 11, 11, STANDARD SHRUB HEAD 25 1.20 RAINBIRD SAM 1812 12H 15 SHRUB 62 CONV. 1.6 1.2
r_ • h}o "PERMIT FEES SHALL BE PAID BY THE CITY. 900
I I I STANDARD SHRUB HEAD 25 .60 RAINBIRD SAM 1812 120 16 SNRUB 59 CONY. 1.6 1.2
co
3600' 14' 14' STANDARD SHRUB HEAD 25 330 RAINBIRD SAM 1812 15F 17 SHRUB 61 C V. 1.6 1.2
� ^� .,I./ « r �r "'�'�I��` 1 �,4" �r µ • �� ,4i\ "- 180014' 14 STANDARD SHRUB HEAD 25 1.65 RAINBIRD SAM 1812 15H 18 SHRUB 46 CONY. 1.6 1.2
�4 �L®�® ( �� , + ,, '�• - 3� i « , « "r��J �D , r �7 4�x28� 14 SIDE STRIP SHRUB HEAD 25 I.I I RAINBIRD 1812 ISSST 19 SHRUB 48 CONY. 1.6 1.2
1
r _y 0 - 4x14 F4 END STRIP SHRUB HEAD 25 .56 RAINBIRD SAM 1812 15EST 20 SHRUB 21 CONY. 1.6 1.2
8 - _ uy - - $ --v --•-• r.--= F, - �� w _ u, -_ CV - 6x26 13 BRASS SIDE STRIP SHRUB HEAD 25 1.18 RAINBIRD SAM 1812 B15CSST 21 SHRUB 55 CONY. 1.6 1.2
21 ' BPA H E I r �� I�_m Inti V VI V- �'/ h-i - 6'x13' 13 BRASS ENO STRIP SHRUB HEAD 25 .59 RAINBIRD SAM 1812 B15ESST MAX. 62 CONY. TOTAL
- --- 25.2
__� _,_ p 360�D 9 9' LOW ANGLE SHRUB HEAD 25 1.72 RAINBIRD SAM 1812 IOF-LA GPM TIME
^ ' -" r' r� ('h 8 8 8 e . : . . . 1 '• 1' �'� �� -_� w ■ 1800 7 8' L')W ANGLE SHPJB HEZ 25 .60 RA'fg9IHU SAM 1812 IOH-LA PCS-.060
KTO
---- IIJ R~, Ise° m S e ■ .- Im _ --C�LY
•�. M .-- - - -- -- TGENERAL LEGEND (COMPLETE)
aW` - _.., YMBO DESCRIPTION S LS ION MANUFACTURER REFERENCE
_ I PSI - _._. ;.: _ i �:S L`u.L6-29-95
-----� a LLI P.O.C. POINT OF CONNECTION
z Fy � ~ EXISTING Id W ti DESCRIPTION OF REVISION DATE CI
' v � 1.61 NEW I-I/2�WATER METER BY CCWD CCWD STD. 2 CITY
EXISTING 2 WATER METER
0h ti .� NEW ELECTRICAL PEDISTAL STRONG BOX SB-24SSJ1
2tJ
® W/AUTO. CONTROLLER 8 PHONE LINE CALSENSE 2100-R-24 STD.539 541 CITY OF RANCHO CUCAMONGA
\h'h P� �X
h b EXISTING ELECTRICAL PEDISTAL
ROCHESTER OC ESTER AVENUE
_._- _ - ______ __ _______ . _ _ _•_-__ -_ _
i � "` "� W CONTROLLER
T(2 T 3 2' PRESSURE REGULATOR WILKENS 500HP STD. 519
a. k NEW 2' BACKFLOW PREVENTION FEBCO 825-Y-BV
® ASSEMBLY AND 2"WYE STRAINER WILKENS YS-100
STD.517 IRRIGATION PLANS FOR
I-I 2 AST R CONTROL ALV R I I - STD. 516
1-I 2 FLOW METER CALSENSE FM SERIES
V 2 16, V11 52 POINTOF ONNECTION-.CONNECT NEW FI/2'TURBINE 32 V I V l0 53 EXISTING BACKFLOW PREVENTION ASSY.
CHE TE AVENUE
0 S R
r q �E-R twETER f�IGATION. THE OONTRACTOR SHALL q „
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1 F MAIN LINE PVC PIPE,27$LARGERSTD.526
MAKE ARRANGEMENTS PAY ALL CO STS OR THE / � S E CLASS 315
4
2
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INSTALLATION OF A NEW WATER METER. CONTACT THE MAIN I - STD
LINE PVC PIPE I I/2 E SMALLER SCH 40 .526
CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND NONPRESSURE SUPPLY LINES 8 SIZE SCH 40 STD.526
INSTALLATION PROCEDURS.
--•-� Sl EEVES(2x SLEEVED PIPE) SCH 40 STD.527 APPROVED BY: DATE: ',---
EXISTING WATER PRESSURE: 138 PSI LINE SIZED GATE VALVE NIBCO T113 STD.518 /
SYSTEM DESIGN PRESSURE: 120 PSI CITY ENGINEER/ /t � ���� �(� RC.E N0.=4"3 •
PEAK IRRIGATION DEMAND:62GPM R EMOTE C ONT ROL VA LVE RAINBIRDEFB-B-CP-PRS STD. 522
• WATERTYPE: POTABLE
W/PRESSURE REGULATOR DESIGN SAL RECOMMENDED
(11 CONTROLLER SG VALVE RAINBIRD3301RC STD. 530 CSS CITY OF RANCHO CUCAMONGA
WATER PRESSURE INFORMATION OBTAINED FROM „ , V12 44 CONTROLLER SEQUENCE
DRAWN IOOOD civic QTR DRIVE SHEET
RICHARD OAXACA AT CCWD PH:1909 987-2591. SCALE I = 20 1„ GALLONS PER MINUTE � CtJf� Ar � �� .
' PERM;T FEES SHALL BE PAID BY THE CITY
REMOTE CONTROL VALVE SIZE
MOISTURE SENSOR(I PER 4 VALVES) CALSENSE IOOOS SP PROV.212-3.4 CSB I or 3
1 CHECKED DRAWING NO
R.C.E.NO
DATE FILE NO
�-os 149 2-L
SHEET 9 OF 14
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ROCHESTER AVENUE
---------
71 76
V9 44 3 V8 56 V2 7 52
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ROCHESTER AVENUE
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V6 54 34 V3 38 V5 V4 5
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IRRIGATION LEGEND (COMPLETE)
SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE
V 180 5 5' LOW ANGLE SHRUB HEAD 25 .40 RAINBIRD SAM 1812 IOH-LA PCS-.040 I
D 90° 5 5 LOW ANGLE SHRUB HEAD 25 .20 RAINBIRD SAM 1812 100-LA PCS-.020
V 1805 6 6 STANDARD SHRUB HEAD 25 .60 RAINBIRD SAM 1812 15H PCS-.060
6 6 STANDARD SHRUB HEAD 25 .40 RAINBIRD SAM 1812 15Q PCS-.040
180 8 8 STANDARD SHRUB HEAD 25 60 RAINBIRD SAM 1812 12H PCS-.060
O 90° 8 8' STANDARD SHRUB HEAD 25 .40 RAINBIRD SAM 1812 120 PCS-.040
it
360 I I I I' STANDARD SHRUB HEAD 25 2.40 RAIN SAM 1812 12F AS BU I: { 6-29-95
® STD. 534
0 IBO° I I I I STANDARD SHRUB HEAD 25 1.20 RAINBIRD SAM 1812 12H
21 900 1 I 1 I STANDARD SHRUB HEAD 25 SO RAINBIRDSAM 1812 12Q DESCRIPTION OF REVISION DATE CITY
R
3600
14 14 STANDARD SHRUB HEAD 25 3.30 RAINBIRD SAM 1812 15F
-- 1800 14 14 STANDARD SHRUB HEAD 25 1.65 RAINBIRD SAM 1812 15H
o — 4x28 14 SIDE STRIP SHRUB HEAD 25 III I 1812 15SST CITY OF RANCHO CUCA. MON%GA
E3 — 4x14 14 END STRIP SHRUB HEAD 25 .56 RA INBIRD SAM I W 15EST
IS — 6x29 13 BRASS SIDE STRIP SHRUB HEAD 25 1.18 RAINBIRD SAM 1 1812 196CSST
0 — 6'X-1-3- 13 BRASS END STRIP SHRUB HEAD 25 .59 RAINBIRD SAM 1812 B15ESST
s ❑ 36CP 9 9 LOW ANGLE SHRUB HEAD 25 1.72 RAINBIRD SAM 1812 1 10E-LA
■ 1180° 7' 8 SOW ANGLE SHRUB HEAD 25 .60 RAINBIRD SAM 1812 1 IOH-LA PCS-.060
IRRIGATION PLANS FOR
GENERAL LEGEND (PARTIAW
SYMBOLS DESCRIPTION J MANUFACTURER = REFERENCE ROCHESTER AVENUE
—Q"- MAIN LINE PVC PIPE 2"If. LARGER CLASS_315 ST D.526
MAIN LINE PVC PIPE -I-'1/26 SMALLER SCH 40 STD.526
" NON-PRESSURE SUPPLY LINES 6SIZE SCH40 STD.526
' SLEEVES C2K SLEEVED PIPE) SCH 40 STD.527 APPROVED 8Y: DATE:
LINE SIZED GATE VALVE NIOCOTI13 STD.518
CITY ENGINEER ' /�I iRCE. NO.14"S
s
REMOTEN L VALVE RAINBIRD EFB-B-CP-PRS STD. 522
W/PRESSURE REGULATOR DESIGN RECOMIOE.NDED
PLANS MlEPA.4ED
s s
0 QUICK COUPLING VALVE RAINBIR_D33DLRC STD. 530 CSB CITY OF RANCHO CUCAMONGA
V12
CONTROLLER SEQUENCE N O CIVIC CENT" DRIVE
SCALE'. I"= 20` GALLONS PER MINUTE DRAWN SHEET
1 1" REMOTE CONTROL VALVE SIZE RAND O CLCAIII 01NBA, CA W" ;
[ }-� MOISTURE SENSOR (I PER 4 VALVES) CALSENSE IOOS SP PROV.212-3.4 Cm 12 OF 3
i
FOR COMPLETE LEGEND SEE SHEET I-I CHECKED DRAWING NO.
R.C.E.NO ;.i
1492_L
DATE FILE NO U-03 �
SHEET 10 OF 14
r ;
i
AREAS SHOWN N THIS SHEET
BANIOAN STREET
EXISTING LANDSCAPE w
AREA TO BE MAINTAINED ASA FART ofLIU
41 OFTHIS CONTRACT ` ' j ;
z 71
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HIGHLAND
N.T.S. MAINTENANCE AREA MAP
CO
BANYAN STREET
___-
_____- - _____ -_. _ _ _____ _-__ __---___. __.- _ - _. _.__ ._- _____ ___ ______________.. .___ _ _ �.__ ________•_-________ _________w__ ______ _.� _�__._ _........_..___.._ ___ ______.-______._. v _. _. _._ . ____-_________w-__�__.______.____.__.__
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SEE 1295-LH—
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I I/2'r I I/21 SEE SHEET I-2
SCALE: I"=20'
PRESSURE CALCULATIONS '
STATIC PRESSURE-HIGH:112 PSI LOW:105 PSI
ELEVATION, 1545 GENERAL LEGEND (PARTIAL)
SOURCE OF INFORMATION:CCWD SYMBOLS DESCRIPTION MANUFACTURER REFERENCE AS BUILT 6-29-95
PHONE NUMBER:(909) 967-2691 LM; EXISTING 2 WATER METER
DATE OF INFOR MAT ION'- 1-28-93 CITY
EXISTING ELECTRICAL PEDISTAL DESCRIPTION OF REVISION DATE AIPP
REMOTE CONTROL VALVE:A4 SIZE: I-I/2" '�' W/CONTROLLER R 'ED
MAXIMUM DE MAND'48GPM EXISTING BACKFLOW PREVENTION ASSY. CITY OF MNCHO CUCA. MONA
QITEM �E , MAIN LINE PVC PIPE 2 �. LARGER CLASS 315 STD. 526
MAIN LINE PVC PIPE 1-1/2"1 SMALLER SCH 40 STD. 526
2�� WATER METER 1.7 ' NON-PRESSURE SUPPLY LINES 4SIZE SCH40 STD. 526
1-1/2" R.P BACKFLOW DEVICE 12.1
PRESSREG. 6 REMOTE CONTROL VALVE RAINBIRD EFB-B-CP-PRS
MASTER 2" ER VALVE FLOW METER 1.65 leW/PRESSURE REGULATOR STD.522
ABOVE ITEMS ARE EXISTING CONTROLLER "A" QUICK CWPLING VALVE RAINBIRD 33 DLRC STD. 530 I R R I GAT I ON PLANS FOR
THEFOLLOWING ITEMS ARE PROPOSED:
. " 8YSTEMS OPERATIONAL CAPABILITIES CONTROLLER SEQUENCE
2 MAIN LINE LOSS 12.5BASED ON 2•r PRECIP. PER WEEK WITHIN V 12 44 GALLONS PER MINUTE
rr
I REMOTE CONTROL VALVE 4 I
A
LATERAL LINE 6
6 HOURS PER DAY,40 HOURS PER 5 DAYS PER WEEK REMOTE CONTROL VALVE SIZE BANYAN STREET
(�- MOISTURE SENSOR (I PER 4 VALVES) CALSENSE IOOOS SP PROV.212-3.4
FITTINGS LO HANGS ) 2 STA TYPE OF GPM TYPE PRECIP. OPERATION FOR COMPETE LEGEND SEE SHF T -'
ELEVATION N *2
LE E E E I
ON CHA GE
NG SYSTEM PER HR HRS WK
46 N0.
PLANT: -
TOTAL SYSTEM LOSSES _ >
v. 1:45 1.4 IRRIGATION LEGEND A APPROVED BY. DATE
- PRESSURE REQUIRED AT HEAD: t6 I GROUND COVER 41 CON (PARTIAL) ` ,moi
RESIDUAL WATER PRESSURE: 34 2 SHRUB 48 CONY. 1.91 1.0 SYMBOL JARC RAD TRJ I DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE CITY ENGINEER !-� RCE No.14953
ROUNDCOVER 41 CONY. 1.45 1.4 _
TOTAL PRESSURE REQUIRED: S7 3 G
4 SHRUB 48 CONY. 1.91 L0 f� - 3x26 — BRASS SIDE STRIP SHRUB HEAD 25 1.18 RAINBIRD SAM 1812 5,5CSST
REQ PRESSURE (DO NOT REDUCE DESIGN RECOMMENDED
EXISTING REGULATED PRESSURED 60(MIN.� I — bx I3 — BRASS END STRIP SHRUB HEAD 25 .59 RAINBIRD SAM 1812 B15ESST STD. 534 PLANS PWPAM �`
a — 4x28 — SIDE STRIP SHRUB HEAD 25 I. 1 1 RAINBIRD SAM 1812 15SST
MAX 48 CON/. TOTAL 4 B CSEI CITY OF RANCHO CUCAMONGA
GPM TIME E3 — 4x14 — END STRIP SHRUB HEAD 25 .56 RAINBIRD SAM 1812 15EST WOOD CIVIC 004TER DPW
• DRAWN SHEET
RANCHO CUCA! i►, CA 9M I 3or3
CS8
CHECKED DRAWING NO.
R.C.E.NO s:-03 1492-
DATE FILE NO
SHEET I I OF 14
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BANYASTREET
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116,0 e' repo °�0'dq AG TREE TIES TO BE 10 GA. GALV. WIRE ENCLOSED =
MULTI TRUNK TREES L o IN NEW RUBBER HOSE AT PT. OF CONTACT. I
6 ` O
TURNBUCKLES NO. 12 AWG WIRE. ��
FINISH GRADE DEPRESSED WATERING BASIN 3 -
211 x 4"x 16" REDWOOD OR 3AC DIA.x 21C �Q-
PLANT PIT DIA.TO BE 2x AVtOTH OF ROOTBALL _ LG. SOLID STEEL SPIKE/DEADMAN J I O
BACK FILL MIX PER SPECS
Q
GROW POWER TABLETS n .tom
HIGHLAND AVE.
MULTI TRUNK TREE PLANTING DETAIL LI —I yO' NTS. MAINTENANCE AREA MAPIF
NO SCALE ( - (OF AREAS SHOWN ON�THIS SHEET)
Z f +
I W
L
2
......... .
_ 2 2
ROCHESTER AVENUE
_ _ _____-__ _____V___. ..... ... .......... ----------
61 62 63 64 65
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SEE SHEET L-23, I)WG.1295-L
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2 2 2 ROCHESTER AVENUE r LANDSCAPING CONSTRUCTING NOTES:
j1
s ► 6 69
+ __ CONSTRUCT 8 P.M. MOW STRIP- CITY STD. 528
22 CONSTRUCT COBBLESTONE HARDSCAPE-CITY STD.537,CASE I
F
PLANTING LEGEND (COMPLETE)
r( KEY BOTANICAL NAME COMMON NAME O.C. SFACING SIZE QTY. CITY. STD.
+ BRACHYCITON POPULNEUS BOTTLE TREE 25 15 GAL 85 505,
507,8 510
GEIJERA PARVIFLORA AUSTRAILIAN WILLOW 20' 15 GAL 56 507
i
LABERSTROEMIA INDICA CRAPE MYRTLE WATERMELLON RED7 IO 24 BOX 10
DETAIL
L-1-1
(MULTI TRUNK)
z�
PLANTANUS RACEM SA CALIFORNIA SYCAMORE35 IS GAL 3I 505
l PYRUS CALLERYANIA BRADFORD PEAR 20, 15 GAL 27 5056510
• - BR
1 XYLOMSA `ICOM PACTA" N.C.N. 41 5 GA L 844 5061509,
- _; •--,- 6511
+ � \ • - - -r PYRACANTHA"SANTA CRUZ" FIRETHORN 4' 5 GAL 669 506,509
6 511
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I
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• ABELIA GRANDIFLORA GLOSSY ABELIA PROSRATA 31 I GAL 66 506,509
04 6511
• j LU ZA 80°/
`'.•'a': (HYDROSEED) o/MPI T o NIA 12 LBS OF SEED/ACRE 70 �EC.PROV
C GA o
'--__ c..: - :.... : •: .. ,., .- • .:•..":. (50 oµJ1IITE 50 /o PINK PURE 308-4.R6.
W PELARGONIUM PELTATUM IVY GERANIUM Is" IQ I GA ( 650SF 511 IQ 1811 WAS 6", 1 GALLON WAS OTS. 11 r 11
AS • T6-29-9r)
s '
.. N NANDINA DOMESTICA°NAVA° N.C.N. 2' 1 GAL 4096SF 511 CITY
NO. DESCRIPTION OF REVISION DATE RaVEI�
W AGAPANTHUS`PETER PAN" DWARF LILY OF-THE-NILE 1811 I GAL 3846 SF 511
1 2 ROCHESTER AVENUE
CITY OF RANCHO CUCAMONGA
__________ ____--- r -______-___ ___ _..__.__ __ __.. _ _ _ __ ._._- _-_-______ ____ -
___
---------------_-_-.- ____ -_-_ _ __.. T - _ _ __ __-_--_____V w___ __ . _� _ _ _ _ ____-_
7 I 7 2 `� 7 :'1 � T 74 +� NOTE QUANTITIES SHOWN ON THE LEGEND ARE �R• ESTIMATING PURPOSES ONLY. FINAL •
QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED
PLANT SPACING.
TOTAL PLANTINGS —BY STREET. ROCHESTER I BANYAN LANDSCAPING, PLANS FOR
15 GALLON TREES 141 58
24 BOX TREES 10 ROCHESTER AVENUE
ORT9 1 GALLON SHRUBS 377 -
5 GALLON SHRUBS 1298 215 -
SQ. FT.OF GROUND COVER 149,500 SF i 13005!=
00 800 TOTAL TOTAL SRDANDSC PEEAST
REA APPROVED BY: DATE:
(3,000 TOTAL S.F, TRAIL AREA
CITY ENGINEER RCE N0.1411163
78700 TOTAL S.F.OF ALL AREAS(LANDSCAPED)
I 1.714 TOTAL ACRES TO BE CITY MAINTAINED DESIGN RECOMMENDED
, I
PLANS PRE'PA.RED s`
CSB CITY OF RANCHO CUCAMONGA j
SCALE: 111=201 DRAWN I000O Civic coffLrR Ditra SHEET °
RANCHD CUCA , CA VM
r ,
CSB L 1
os_3
f CHECKED DRAWING NaItC. r
FILE.NO�-os 1492-L ,
DATE FILE NO � •
SHEET 12 OF 14
BANYAN STREET
ti
a
W
2
1
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HIGHLAND AVE.
N.T.S. —' MAINTENANCE AREA MAF
(OF AREAS SHOWN ON THIS SHEET)
C
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't
ROCHESTER AVENUE 2
-----------------------
_-__- _._._ ---
`�.••.. SEE SHEET L-3
- ■.■4reeszs. '
10
iz
Y-
•
72723
r
i
2 2 2
ROCHESTER AVENUE _... .. _ ----------- -------_---__ ____ .__ , .____
LANDSCAPING CONSTRUCTION NOTES:
22 CONSTRUCT COBBLESTONE HARDSCAPE-CTY STD.537, CASE 1
OD
PLANTING LEGEND (PARTIALY
KEY BOTANICAL NAME COMMON NAME O.C.SPACING SIZE CITY. STD.
+ BRACHYCITON POPULNEUS BOTTLE TREE 25' 15 GAL 505,
507 BI 510
} GEIJERA PARVIFLORA AUSTRAILIAN WILLOW 20' J5 GAL 507
Ir r 506,509
XYLOMSA COMPACTA N.C.N. 4 5 GAL
8 511
PYRACANTHA"SANTA CRUZ" FIRETHORN 4! 5 GAL 506,509 6-29.95
a 511 I I GALLON WAS FLATS
AS BUill
r(HYOROSEED) CLUMPING GAZANIA 12 LBS OFSoEED/ACRE SPEC-PROV.
50°1' WHITE 50oPINK) 70-80 /o PURE 308-4.9.6 NO. DESCRIPTION OF REVISION DATE CITY
. P1�R'Q'VE�f
NANDINA DOMESTICA'11NANAr N.C.N. 21 1 GAL& 511 -
AGAPANTHUS rrPETER PANIC DWARF LILY-OF-THE-NILE 18rI GAL& 511 CITY OR FMNCHO CUCAMOKKA
* FOR COMPLETE LEGEND SEE SHEET L-I
LANDSCAPING PLANS FOR
ROCHESTER AVENUE
APPROVED BY: �lGATE:
CITY ENGINEER RC.E N0.
u � •
o :43 -
DESIGNgyPLAINS PlWP#ltil:G RECOMR+EENDED
CSB CITY OF RANCHO CUCAMONGA ►.
E' SCALE 111= 201 DRAWN Der a RAMMC�A• Darn>n SHEET r
i
CSB L 2 of 3
• CHECKED DRAWING NO
ItC.E.NO
a A DATE FILE NO t�-03 1492 92-L'
SHEET 13 OF 14
i
AREAS SHOWN ON THIS SHEET
BANYAN STREET 881'
EXISTING LANDSCAPE
W v
AREA TO BE MAINTAINED AS A PART S I
OF THIS CONTRACT
_ (REF 1295•L sh.22 F 29 W
_
a
J = W
z
O
N
rHIGHLAND AVE.
N.T.S. MAINTENANCE AREA MAP IF
1.
BANYAN STREET +
--- ---- ----------------------------- .--- --_ _ __.-- --.-__ .._ ._.. --------------- - 4}ci_-, __�i.____...__ 4� 4{3
• 39
i
I
1
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S
f t"
F
Go
� t
BANYAN STREET
45 46 4 ? 41� 4s a
- i
9
10
t
Irn
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f
f
r
Z
1 t{ Cm
SEE SHEET L-2
bd
SCALE: ('=P-d
PLANTING LEGEND (PARTIAL)t
BOTANICAL NAME COMMON NAME OLC.SPACINC SIZE
- As "t"J{LT 6-29-95
PLANTANUS RACEMOSA CALIFORNIA SYCAMORE 35 15 GAL
CITY
PYRUS CALLERYANIA BRADFORD PEAR 20DESCRIPTION OF REVISION DATE 15 GAL S PPR'VYED
"BRA 11
XYLOMSA"WAPACTA" N.C.N. 4 5 GAL CITY OF RANCHO CUCAMONGA
PYRACANTHA"SANTA CRUZ" FIRETHORN 4! 5GAL
E
CLUMPING GAZANIA 12 LBS OF SEED ACRE
(HYDROS ED)
0 0 0
P 7 -80 PURE(50 /oGEND EE INK) o /� E LANDSCAPING PLANS FOR
* FOR COMPLETE LEGEND SEE SHEET L-I
BANYAN STREET
APPROVED BY:
CITY ENGINEER ,, RC.E NO.24953
.
DESIGN RECOMMENDED
PLANS PREPARED W.
CSB CITY OF RANCHO CUCAMONGA
DRAWN WOOD crm CENTER DRIVE SHEET
RANCH c1.10004A, CA 91F
L3 or 3
CS8
CHECKED DRAWING NO
• 'l-D DATE FILE NO U-03 1492-L
SHEET 14 OF 14