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LA D PC: ARCHITE T CITY OF RANCHO CUCAMONGA
F COMMUNITY DEVELOPMENT DEPARTMENT
M A
ENGINEERING DIVISION
LA �1!
CHURCH STRE T EDI N IS DS 10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
FROM 750' EAST OF PilAILLIKEN AVENUE TO MALAGA AVEN i PHONE
(909)477-2740
A
LANDSCAPE MAINTENANCE DISTRICT NO . 8 CONTACT: KEN FONG
nomwAmmmmumS H E E T I N D E X
VICINITY MAP GENERAL NOTES Li TITLE SHEET
VI(
PROJECT SITE
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 1q. CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON L-2 CONSTRUCTION PLAN
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PLANS. L-3 CONSTRUCTION PLAN
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
��. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
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2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE FOLLOWING CRITERIA: Ll CONSTRUCTION DETAILS
CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
TER t x 4n4 SEE 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT
j z jumm car 14 CURIWIM FLCITY STANDARDS AND THE STANDARD SPECIFICATIONS FCR B. PRIOR TO THE t�C�MMENCEMENT OF ANY PLANTING,SOIL
s , d# 15Ff Lit
z.a vL. PUBLIC WORKS CONSTRUCTION, 2003 EDITION WITH AMENDMENTS SHAL-5 IRRIGATION PLAN
LL E ADDED AS CALLED FOR IN THE
�`� ANALYSIS, PREPARED BY SOIL AND PLANT
Tirx�t� z
411"M SUPPLEMENT.
a zzr -- PL z9 PC LABORAI"CRY, INC,AVAILABLE FROM THE CITY.
tL-6 IRRIGATION PLAN
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{ ti t a ` K 21 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR
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a�R±tA€ s I tA6ickoR n 04 r
k z Mini" WHO SHALL CARRY WORKMAN S COMPENSATION, PUBLIC C. ALL f�U LIC"i°r�E S ARE:SUBJECT TO INSPECTION AND
7 IRRIGATION DETAILS
11 n Z4 MUM 0LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED ACCEPTANCE Y THE ENGINEERING DIVISION. L _._
0000M me 'n atwm P.
�.2aarx BY LAW AND THE SPECIFICATIONS,
"...0 .. 12, PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING;
L-8 PLANTING PLANz
y 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO
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PLAN
P I
%.. . .. . .. ... :
EXCAVATION WORK, NOTIFY PERTINENT UTILITIES AND SAN GABRIEL VALLEY MUNICIPAL WATER DIST. 626 969-7911
MFSTa-,.t � f A �` ` UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO JOHN CHAPMAN
tLl - ., i
oaf I � t WORKING DAYS PRIOR TO CONSTRUCTION.
PAFXVERIZON COMMUNICATION (600)469-434 L-9 PLANTIN(l
0
6. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANTrm"kLANTIa""` DETAILS-1 0
LABORATORY, INC. AVAILABLE FROM THE CITY AND ALL C. SOUTHERN CALIFORNIA GAS COMPANY (909)335-7647
S as
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RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE
SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. D. 10440 ASHFORD
VALLEY WATER DISTRICT (909)967-2591
10440 ASHFORD STREETIRRIGATION &"k CONSTRUCTION SPEC"IFICAllu' %5
F
w € AND UPON WRTTEN
7. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT RANCHO CUCAMONGA, CA 91729-0638
PERIOD SHALL BLVD SENIORFROM THE NSPEOCTOR THAT ESTAB ISHMEINT IS VERIFICATION E. METROPOLI
'LANTIN' Sp"'ECIFICATI"No"'k-12:
ty ... ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD
wN° ` " tet, (TYPICALLY 180 DAYS)SHALL COMMENCE, SAID MAINTENANCE F. CHAR-f ER COMMUNICATION (909)343-5171
I
`. w 4 PERIOD SHALL CONCLUDE ONLY AFTER VERIFICATION OF
( i OVERALL PLANT HEALTH BY THE CITY INSPECTOR. G. SOUTHERN CALIFORNIA EDISON COMPANY (909)357-6585 "
�� � I F
I r` MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, 7951 REDWOOD AVE,
ok �T �br E s PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW FCJNTANA, CA 92336
BIRDIWHITE ` ' GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE M SPRINT 800 659-9698
VAH"UNHh H NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE SP ( )
ALSO INCLUDES ALL REPAIRS, REPLACEMENT,CLEANING, AND
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN
ARROW GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED
ROUTE -� f�$ df `s H; Ft,, PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
- � - tea" w. .° -.y,... 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED
UNGAI R# PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.
# w RECOMMENDATION.
f
q 9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE
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DIRECTION DIRECTION OF A CALSENE REPRESENTATIVE, PHONE NUMBER
760-438-0525.
N.T.S.
Somali 1111 ji'l Mimi 11111 1 1
MAINTENANCE RESPONSIBILITY MAP kiiiiiiIINOuLTANTS
ARCHITECTURE
SITE PLANNING
SHEETSa w , R 10221 -A Trademark Street
I . . . Rancho Cucamonga
CA 91730
(909) -2000
SIZE Fax (90 9) 484-2802
� TREES
rMagnolia grandiflore'Samuel Sommers' 32 24"BOX
Richard i<rumwieda
IBM CA Lic. #2834 AZ Lic, #29115
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NV Lic, #448
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10 10 TTL AREA '
TOTAL ACRES 0.239
- TOTAL STAMPED CONCRETE PAVING4849 SO.FT.
TTL SO.FT.HARDSCAPE AREA 4849 T.
TTL PLANTEDT, DESCRIPTION OF REVISION DN.FE- APPROVFD
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FROM 7 Q9 EA T OF MILLIK N AVE T -MALAGA AVENUE
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APPROVED 4DATE
S CA CITY ENGINEER RICE No. 24953
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Co ',� ESIG ARGHITERRA [DESIGN GROUP �}
'tASLANDSCAPE ARCHITECTURE
ca w SITE PLANNING
t :3 10221-A TRADEMARK STREET
Signa a RANCHO CUCAMONGA, CA 91730 �`
s� K (909)484-2800 FAX: (909)484-2802
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�oA� Date
® CHECKED . 4� 7- INN _..
OF CAN, A .ATE 845-05 . 2834
SHEET OF
PROJECT T NO. Q
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CONSTRUCTION LEGEND
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G tO EXISTING CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
Ion
�2 STAMPED CONCRETE. PATTERN AND COLOR TO MATCH CONCRETE FIELDS IN ♦♦��
\ EXISTING CHURCH STREET MEDIANS. SEE SHEET L-4, DETAIL A.
(D 18"WIDE CONCRETE PAVER MAINTENANCE BAND.SEE SHEET L-4, DETAIL B. ?r
3
VERIFY 5'MINIMUM PLANTING '
EDGE IN THE FIELD
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01 ::• 2'-0"TYPICAL, -
6"CURB W/ 18"WIDE CONCRETE PAVER \ _ - ' 1 1 1 /� .01 - •
MAINTENANCE BAND. SEE SHEET L-4, DETAIL B. _ - ' 2 T.C. �,. '' y • ' ♦w
VERIFY 5 It"PLANTING - _ r _ _ - - �� �=� �5� -
TRE �
�pG� l� FIELD - �7 A • .
• 6"CURB W/ 18"WIDE CONCRETE PAVER
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- MAINTENANCE BAND. SEE SHEET L-4, DETAIL B.
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PLAN CROSS REFERENCES
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• • '� - - ' 2'3" ::. _ �z �1 _ — - - - C� FOR NOTES AND LEGEND SEE THIS SHEET
/• -` IVT -4
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FOR CONSTRUCTION ,
16
11� 1 ,, <..•
'M. SEE
_ _ _ - - r - • � `� FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-1 1
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5
2
2'-0"TYPICAL - ' " - -� \\ FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8
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10-6• - _ r - • .. \ _.
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Z`m• _ 1 DESCRIPTION OF REVISION
CONSTRUCTION NOTES
DATE APPROVED
4 ' - 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
OBVIOUS THAT UNKOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE CITY o f RANCHO C
-VEFY 5'MINIMUM PLANTING
r BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
EDGE IN THE FIELD ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL SHEET KEY MAP .
RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
2. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. " ' s CHURCH STREET MEDIAN ISLANDS
4CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
3. UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST ��` FROM 750' EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. �� STREET
4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS G'rJ " =
REQUIRED. REFER TO IRRIGATION PLANS. CONSTRUCTION P
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS J
SCALE: 1 30'
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Underground Service Alert 5 AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. MALAGA VA E �_ ^�, �Na SC q pF q APPROV EI) BY: IDA1 E:
6. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, LL' w YO "' y` �� �w�a CITY ENGINEERZL�atajRCE No. 24953
ABRUPT CHANGES AND SHARP TRANSITIONS. Q Q w w o w �P� ��' ?►
Cali: TOLL FREE z z ; T° DESIGN AHCHiT E SRA DESIGN GROUP 1 C WENDED
W U F- r P W n LANDSCAPE ARCHITECTURE
IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE W w
Y }Z Q � � � SAS SITE PLANNING
7- DESIGN ELEVATION SHALL TAKE PRECEDENCE. Q U o JOS — - � e - — 10221-A TRADEMARK STREET
O l�, * DIZAW'N RANCHO CUCAMONGA, CA 91730 S}i} *'1
1 X800 8. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS - (909)484-2800 FAX. (909)484-2802
CONSTRUCTION(GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO s� -Da,e--- ��Q MPW LSECTIONS 4, -2
422-4133 PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIAND 400, AS WELL AS ANY OTHER LS, ABORRELATANDED OTHE CLEAN UPINSTALLATION, FOOTHILL 'AVE 9TF 0 F cr��-�``�� Cfil-C -A) JOB NO. 0427-5 DRAWING NO.
-
TWO WORKING DAYS BEFORE YOU DIG SAS DATE 8-15-OS RLA NO. 2834 �D�Sfj �
SHEEI OF
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/ 1244.18 /
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4e T.C.
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♦
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` 42.05 � ''
T.C. CONSTRUCTION NOTES
/ /
/ 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
/ 2 / / I OBVIOUS THAT UNKOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE
/ BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL
♦ / RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
` 1242.05
J I 2. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. --.
♦ ` ' T.C.
♦ / 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
VERIFY 5'-0"MIN11 um �' / I INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
PLANTING EDGE IN FIELD S' _> ' 4.
OF / / CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
J* / / REQUIRED. REFER TO IRRIGATION PLANS.
e / - 1240.48 / 5.
2'-0"TYP T C / CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS
/ ♦ AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
/ 3 / ♦ 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS,
ABRUPT CHANGES AND SHARP TRANSITIONS.
/ r
/ ' 7. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE
/ 1 4 / ♦ DESIGN ELEVATION SHALL TAKE PRECEDENCE.
/
' 8. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
♦ / 1239.35 W. , / CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO
i=
F.C.` / o a ♦ / e SECTIONS 4, 201, 303 AND 400, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION,
- > PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP.
40p 41
1238.97 i
T.C.
1238.64 i _y 1238.97 /
40
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11238.664 /
/ ��238.36 T.C. /
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/ '123 .14 1T3C.36 CONSTRUCTION LEGEND
T.C.
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01 10 , 1237.96
_ �1238.14_ i e CURB PER
CIVIL ENGINEER'S STREET IMPROVEMENT PLANS..
40 T.
- T.C. J* 2 STAMPED CONCRETE. PATTERN AND COLOR TO MATCH CONCRETE FIELDS IN
EXISTING CHURCH STREET MEDIANS.SEE SHEET L-4, DETAIL A.
/ 4
12 ='� 1237.96T.C. T.C. - , 30 18"WIDE CONCRETE PAVER MAINTENANCE BAND.SEE SHEET L•4,DETAIL B.
6" CURB W/18" WIDE CONCRETE PAVER .0 1237.83/ lee ' / 40 5'WIDE CONCRETE PAVER PASS-THROUGH @ 45 DEGREE ANGLE TO CURB FACE.
MAINTENANCE BAND. SEE SHEET L-4 DETAIL B
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CITY of RANCHO CUCAMONGA
40
SHEET KEY MAP
(P00 _ t CHURCH STREET MEDIAN ISLANDS
i N.T.S. _,�_
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FROM 750' EAST EAS O F MILLIKEN AVENUE TO MALAGA AVENUE
(P - sTREET
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ALE: CONSTRUCTION PLAN
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Underground Service Alert <
Z F APPROVED BY. DATE: ���
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MALA A AVE � m
• I_Q �� �° w� 9� CITY ENGINEER RCE No. 249.53
PLAN CROSS REFERENCES Y� W ,,, � a�
a a w W-' �P� DESIGN ARCHIL ERRA DESIGN GROUP KECOM ENDS
Call: TOLL FREE Z F- irU U v w LANDSCAPE ARCHITECTURE
FOR NOTES AND LEGEND, SEE THIS SHEET w w w U� r �Q � i~ SAS SITE PLANNING
Y >
Z Q e
10221-A TRADEMARK STREET
FOR CONSTRUCTION DETAILS SEE SHEET L-4 — � = Q o
' J ¢ C3 (OP * DRAWN RANCHO CUCAMONGA,CA 91730 $HI. -
1 -800 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-11 7 J e (909)484-2800 FAX (909)484-2802
ms FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 s� - al, MPW L-3
422-4133 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 FOOTHILL AVE �rF �Fo�
o f �� CHECKED JOB N0. 0427-5 llRAWING NO.
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TWO WORKING DAYS BEFORE YOU DIG SAS DATE 8 15 05 RLA NO. 2834
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SHEER OF
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20/0 TYP. 2% I 2% I %TYP.
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ASPHALT PAVED ROADWAY.
2 MEDIAN CURB. PER CIVILI EE °a
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STAMPED6 IP PP STACKED �.r
�, a8 ASPHALT PAVED ROADWAY.
A E 'Ca L TO BE'%bcF+4MN-
MEDIANCURB PER CIVIL ENGINEER'S PLAN-
CA
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•
® _ 18" ID OCR E _ MAINTENANCE
4PRE-SATURATED COMPACTED SUB BASE SAND
BASE MATERIAL WILL BE REQUIRED AS DIRECTED
Y ENGINEER IF SOIL IS EXPANSIVE. 4 4" PRE-SATURATED COMPACTED SU ASE SAND OR BASE MATERIAL WILL BE
REQUIRED AS DIRECTED RYENGINEER. /,09' S01 . IS A.17XP.4A?�rIV
FINISH A E,
18" cJ FINISH GRADE.
COMPACTED U A E. �
PLAN VIEW COMPACTED SU GRADE.
{4" FULL DEPTH POLY-FOAMEXPANSION JOINT
WITH TEAR AWAY TOP.
114"FULL DEPTH POLY-FOAM EXPANSION JOINT
WITH TEAR AWAY TOP.
UNGROUTED JOINTS
N.T.S.STAMPED CONCRETE
A SECTION B
4
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DESCRIPTION OF REVISION
DXFE APPROVED
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I T 'Y' o f IR" A N L; A M N A
I Is BE-I a
CriuKuti STREET MEDIAN ISLANDS
FROM 750' EAST OF MILLIKEN
C0NSmu1""R '%a'CT10N D wt�:TA I "LS
10,
Underground Service Alert APPROVED BY
- U , ;�, CITY ENGINEER .41uazoA o RCE No.24953
4 fi a
A ARCHIT RA DESIGN G O
cp 0 LANDSCAPE ARCHITECTURE
W' SAS SITE PLANNING
jp 101221-A TRADEMARK STREET
1-800 _--- DRAWN RANCHO CUCAMONGA, CA 91730 SH
(909),484-2800 FAX' (909) 4-2802 L-4
422-41133 ,� patempw
7-JOB NO. .
T I 8-15-05 o.
2834 cRO58-L
SHEET OF
117017 i
XERISCAPE ASSESSMENT SYSTEM SUMMARY
•
REFERENCE CLAIMED _ •
POINTS 1S.heet9Maf1)
II. IRRIGATION(Point Value)
r - ' •
1. Low gallonage irrigation system. (20) 20 L-5,6/11.1 - _ - ' • 0
2. Automatic controller (20) 20 L-5,6/11.2
r -
3. Designed to water plants try watering needs (10) 10 L-8 &9/11.3
4. Soil moisture sensors.(10)
5. Rain sensors. (5) 5 L•5/11.4
6. Wind sensors.(5) _ - - - - - % �_- •
7. Sensitive to sloe factors. (5) 5 L-5/11.5 - ' - - - - •
8. Reclaimed or recycled water. (5) . - �` •
Total Pofr is Cltthrrod: so _ - •
(Minimum Points Required- 60) -
-
1 ` _ - + - C T _ = = i +� .-�+ •� " + - + - L1[�J1r 1Yi Gill
1"WATER METER PER CUCAMONGA COUNTY WATER DISTRICT
RAINBIRD BV200FP LINE SIZE BALL VALVE
1112"REDUCED PRESSURE BACKFLOW DEVICE, INSTALL IN A COAST
FEBCO 825 YA-1.50 -
GUARDSHACK ENCLOSURE MODEL#CGS-1
® CALSENSE FM-1.258 1 1/4"FLOW METER
IRRIGATION LEGEND
® SUPERIOR 3100 SERIES 2" NORMALLY OPEN MASTER VALVE
XER. REF. II.1 XER. REF. I1.2 �A CALSENSE ET2000-8-LR-RR-TP-1
8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER
SYM. MANUFACTURER YODEL NUMBER DESCRIPTION RADWS G.P.Y. P.SJ. TP-110 w/LR-RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-16SS/120 VOLT
_d RAINBIRD 1812-SAWPRS-50 POP-UP-SPRAY HEAD 5' 0.10 30 RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
T - - 4 RAINBIRD 1812 AWPRS-EVAN POP-UP-SPRAY HEAD 6' 0.37 30O.C.+ - � RAINBIRD 33D W133DK QUICK COUPLER VALVE @ 150 OC
S
1
IRRIGATION NOTES " 0 RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' 0.50 30 - - APPROVED CL.315 MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER,
1. NEW WATER METER(SIZE PER PLAN),A3 PROVIDED BY OCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30 SCH.40 PVC, LESS THAN 2".
THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12"
METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. + RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' 0.80 30
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR
______ SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS
IF REQUIRED), BY BACKFLOW PREVENTION DEVICE FOLLOWED BY A FLOW METER FOLLOWED BY PP
( ) _ APPROVED SCH.40 PVC
A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND OTHERWISE NOTED
L SPECIFICATIONS, MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE NOTES:
EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
E NOTED
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A GUARD SHACK ENCLOSURE MODEL No. APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS 0THERWI S 0
CGS-1 AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER 1. CONTRACTOR T T H RADI T PROVIDE 100%
u s ER 0 INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE US 0
2 POSSIBLE. COVERAGE WITH NO SPRAY ONTO ASPHALT.
4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY
G CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS,STREET LIGHTS, SIDEWALK, UTILITY LINES AND 10,
EQUIPMENT AND ARCHITECTURAL FEATURES,
5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO FOR PRESSURE LOSS CALCULATION INFORMATION, SEE SHEET L-7.
COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY
TO THE CITY.
a. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND MAINLINE SHOWN FOR GRAPHIC CLARITY ONLY. ♦�
STRUCTURES. AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE i !�
CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES CONTRACTOR TO PLACE MAINLINE IN ADJACENT /
1 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH PLANTER. ♦`/
MINIMAL OVERSPRAY ONTO WALKS,STREETS, WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND . ♦?j�
INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL '
CONSTRUCTION.
a. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES, ETC.)INTERFERE WITH THE SPRAY o ,
PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR ♦�
SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER A-S
HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL -
BE MADE AT NO ADDITIONAL COST TO THE CITY. 18.0
1 PA G I
i�
9. INSTALL ONE SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE
CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE INSTALL TERMINAL r + • •O '♦ ,f1
STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. /� to ♦ V
r i
t
10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF r ♦
WATER PER WEEK(GROUND COVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE �/ ' r ♦ • •
HOURS OF 9 00 P.M TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. • • • 314" ♦ -^
11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. �/ _ • • . / 11 ' ♦ V,
THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED THE IRRIGATION CONTRACTOR SHALL VERIFY r _ - to 3!• „ 00 ' •
+
THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL �'� r • •
BE BROUGHT TO THE ATTENTION OF THE CITY. r - • ' ♦ w
12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-PER LEGEND-TP-I,TP-110,LR(RR)wl LR DOME-RR • •
_ -
ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. - r - • • • r S!4"� r r
_ i ♦
T ANTENNA ORT N T THE T r • � � __.
MOUNT THE P O OP OF ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND TACH
COAXIAL CABLE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE ACTUAL LOCATION OF A+� _ + - • • • � '
TO AS DIRECTED Y A REPRESENTATIVEOF H ITY. •
• r i
THE ENCLOSUREBE E B THE C /
13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE , 1 _ r - ' • • • i i - r / r / ♦'
FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE _ - • • • ' r
PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER - • - '�
14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED - - - • • • /' -
UNLESS OTHERWISE DESIGNATED ON THE PLANS �� - - • • • r 'r - r - r
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER ,./" - r - • • r �� -
HEAD IS 1/4"ABOVE FINISHED GRADE (FINISHED GRADE IS SOIL NOT MULCH OR HARDSCAPE). r - - • • • �r % ' '
• r - ' - - go • • • • - r - / r
r00
to
00 to
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00 to on am
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vkj�,lE 00
so to
to
go to
+ r
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rto
r • - r - ' - r • - to-w- W.
' /
SLEEVING NOTE:
CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT
CROSSES UNDER ALL SIDEWALKS. DRIVEWAYS, HARDSCAPE AND
STREETS. INSTALL IRRIGATION SLEEVING IN LOCATIONS WHICH WILL
• ' r + - ' r l;1- - + - ' ��- -` I NOT INTERFERE WITH FUTURE TRAFFIC CONTROL LIGHTING AND /OR
14" - ' r - r ...�...• �� EQUIPMENT. CONTACT TRAFFIC ENGINEER FOR POSSIBLE FUTURE
1 TRAFFIC LIGHT LOCATIONS.
1117
_ r
n r
• r - - i - - _ r r /� r r 1 1
r
r 1
� _ r
m• + - _ _ �- ' " DESCRIPTION OF REVISION
' - • - � DATE APPROVED
CITY of RANCHO CUCAMONGA
•� • • " SHEET KEY MAP
• NIS zr CHURCH STREET MEDIAN ISLANDS
FROM 750' EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
STREET
IRRIGATION PLAN
SCALE: 1" = 30'
°w °
Underground Service Alert MALA A AVE S= DSCAPF APPROVED BY: - _ DA`I'E:�'�� �
• . PLAN CROSS REFERENCES a a w � P � `a� a� 9°y� CITY ENGINEER RCE No. 24953
Z I- v 4, �' ARCHITERRA DESIGN GROUP
Cali: TOLL FREE VALVE SIZING KEY Y W W }Z QPM/ j w DESIVN LANDSCAPE ARCHITECTURE �C ENDED
SAS SITE PLANNING
FOR NOTES AND LEGEND, THIS SHEET o° ° �P� aro6 10221-A TRADEMARK STREET
Viet
1 -800 VALVE # Q
1p•-GPM FOR IRRIGATION DETAILS, SEE L-7 ocyetDKA W N RANCHO CUCAMONGA, CA 91730 s�] L-5
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 s� Jaen ��� MPW (909)484-2800 FAX (909)484-2802
F THILL AVE 7
422-4133 VALVE SIZEgp(}--AREA (SF) FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 °O rF o \FOQ ,
FOR SPECIFICATIONS, SEE SHEET LA F C R�- CHS;Ck�;ll JOB N0. 0427-5 DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG SAS DATE 8-15-05 RLA NO. 2834 5P0,5-9 -L
SHEET OF
PROJECT SHEET NO. OF
IRRIGATION NOTES :
1. NEW WATER METER(SIZE PID
ER PLAN),AS PROVED 13Y CCWt7,IS REQUIRED AT ALL POIN'T5 OF CONNECTION. XERISCAPE ASSESSMENT SYSTEM SUMMARY /
THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER
METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR REFERENCE�LALMEQ /
(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY ♦ \
A MASTS R VALVE ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND POINTS (Sheet /Ref._) 0 /
SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES ACTUAL LOCATION OF THE II. IRRIGATION(Paint Value) /
EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. ♦ / Ilk3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A GUARD SHACK ENCLOSURE MODEL No.
CGS 1 , AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER 1. Loam galloWage irrigation system.(20) 20 L-5,6/11.1 ♦
POSSIBLE.
4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY 2. Automatic controller. (20) 20 L-5,6/11.2
CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK.UTILITY LINES AND /
EQUIPMENT, AND ARCHITECTURAL FEATURES 3. Designed t0 water plants by watelirag needs.(10) 10 L-8,9/11.3 /
5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO / ' '
COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY 4. Sol moisture sensor. 10
TO THE CITY. ( ) w
S. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND
STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE 5. Rain sensors.(5) 5 L-5/11.4
CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. ♦ // / -
7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH 5 Wind sensors.MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND 6. ( ) - - / /♦ - ' `
INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL ♦ // 1 \
CONSTRUCTION. 7. Sensitive t0*M facters.(5) 5 L-5111.5 ♦ /i / \
8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY / ♦ // / - `
PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR g. Reclaimed or d water. - - /
SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER �e (5)
FIE ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE ALL ADJUSTMENTS SHALL
BE MADE AT NO ADDITIONAL COST TO THE CITY.
/
9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE Total FbInts ate. so
♦ /♦♦ ♦♦ ,
CONTROL VALVE(RCV ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE- INSTALL TERMINAL
STRIPS IN ENCLOSURE FOR IRRIGATION WIRING.
10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF (Minimum Points Required- 60)
WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHTJ5 DAYS A WEEK BETWEEN THE
HOURS OF 9.00 P.M.TO 5'00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME
i 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION.
/ ♦/ I
THE MAXIMUM DEMAND F GALLONS PER T
O G LLO S E MINUTE AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY
I
THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL /�
BE BROUGHT TO THE ATTENTION OF THE CITY. ALV ALL T ♦/ '
12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-PER LEGEND-TP-I,TP-110,LR(LOCAL RADIO)w/LR DOME-RR TION LEGEND
ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB)24SS1120 VOLT CONTROLLERIELECTRICAL ENCLOSURE // / /
MOUNT THE ANTENNA PORT ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH
COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OFR. REF. 11.1
THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE / / // / ♦ SYM. MANUFACTURER MODEL-NUMBER DESCRIPTION RADIUS i'iP.11lL P.S.L
FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE A-1 22 A-4 22 / ♦/ ♦ -
PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. // / / / _A1RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' 0.10 30
14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED //
UNLESS OTHERWISE DESIGNATED ON THE PLANS / / RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD F 0.37 30
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL 8E INSTALLED SO THAT THE TOP OF THE SPRINKLER � /
/ /
HEAD IS 1!4"ABOVE FINISHED GRADE(FINISHED GRADE IS SOIL NOT MULCH OR HARDSCAPE). tA 2 22 / /
rA518 /// / • RAINBIRD 1812-SAM-PRS-BH POP-UP-SPRAY HEAD 8' 0.50 30
/ / / ♦ V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30
♦/ / �/ /♦ / ' + RAINBIRD 1812-SAM-PRS-10V POP-UP-SPRAY HEAD 10' 0.80 30
CONTROLLER 'A ' NOTE : i4-3 22 A-6 21 /
1�� 1 1/4" ' ♦ /
CONTRACTOR TO INSTALL 1
CALSENSE WALL MOUNTED CONTROLLER, ♦
MODEL NO. ET2000-8--LR-RR-TP-I,TP-110, w/COMMUNICATION MODEM INSTALLED, / / / / NOTES:
CONTRACTOR TO INSTALL NEW CONTROLLER WITHIN EXISTING CONTROLLER ♦ >w4`/ / / / 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 1006
ENCLOSURE. COORDINATION OF FINAL HOOK-UP OF CONTROLLERS SHALL BE THE ♦ ♦ / COVERAGE TO REDUCE OVERTHROW ONTO STREETS AND WALKS AS MUCH AS POSSIBLE.
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT
/ 3W
POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO / ♦ / /
CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL
♦ ♦ /
PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE /
CONTROLLER PROGRAMMING WITH CITY AND CALSENSE REPRESENTATIVES. � / ♦ / / � EQUIPMENT
1'WATER METER PER CUCAMONGA COUNTY WATER DISTRICT
CONTACT CITY PUBLIC WORKS INSPECTOR AT:(909)477-2740 A-1 // / / // ♦
CONTACT CALSENSE AT: 2075 CORE DEL NOGAL 8 2 / / / / /
SUITE P, CARLSBAD, CA 61 943 -05 5. � / 11�♦ / / H RAINBIRD BV200FP LINE-SIZE BALL VALVE
♦ / , ♦♦ / / a // / / 0 FEBCO 825 YA-1'50 GUARDS ACKDE CLOSUR PRESSUREBACKFLOW
CGSS,1,ICE,INSTALL IN A COAST
♦ ♦ / / / // / ® CALSENSE FM-1.25B 11/4"FLOW METER
+ + MAINLINE SHOWN FOR GRAPHIC CLARITY ONLY. ♦ ♦ ♦ ' ' /
POINT OF CONNECTION N TE A : I* SUPERIOR 3100 SERIES 2' NORMALLY OPEN MASTER VALVE
o
CONTRACTOR TO PLACE MAINLINE IN ADJACENT i ♦ __
/ ET200
0-8-LR-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER
3l4 A
CALSENSE
PLANTER. ♦ / XER. REF. I1.2
CONTRACTOR TO MAKE POINT OF CONNECTION FROM 8"C.V.W.D. � -11 w!LR-RR ANT. INSTALL WITHIN A STRONG 80X METER PEDESTAL MODEL#.SB-16SS/120 VOLT
" ,
♦ TP 0
WATER LINE,CONNECTING TO A NEW 1 DOMESTIC WATER METER(BY / ,
OTHERS) 11/2" REDUCED PRESSURE BACKFLOW DEVICE,(1) 2" i 314^ / / / 0 RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
MASTER VALVE, (1) 11/4 FLOW METER. EXTEND NEW 2" PRESSURE , ♦ 314 , ♦
MAINLINE TO VALVES AS SHOWN. REFER TO UTILITY PLANS FOR / / i ♦ / 9) RAINBIRD 33D W/33DK QUICK COUPLER VALVE @ 150' O.C.
ADDITIONAL INFORMATION. #Cof
�_ ` , 3!a" / - - - APPROVED CL.315 MAINLINE,SIZE AS SHOWN,MIN,COVER 18"SHOW CL 315,2"AND LARGER,AND
i V ,
STATIC WATER PRESSURE: 70-84 P.S.I. i �(/ ♦
SYSTEM DESIGN PRESSURE: 55 P.S.I. / A-2* SCH.40 PVC,LESS THAN 2 .
1* " , / , APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12"
MAXIMUM IRRIGATION DEMAND: 22 G.P.M. � ,
REFER TO P.O.C.'A' ' CO �� -----= APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS
ENLARGEMENT,THIS .41 ♦ , , r ----- OTHERWISE NOTED
SHEET. / 4e40 . ♦ 1 1xx I � �
-
SLEEVING NOTE: ♦ �4.
' � ' APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED
� - of
CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT �A �. V pe
CROSSES UNDER ALL SIDEWALKS, DRIVEWAYS, HARDSCAPE AND 4o
• f01
STREETS. INSTALL IRRIGATION SLEEVING IN LOCATIONS WHICH WILL r ' - i CJ , .01
, '
NOT INTERFERE WITH FUTURE TRAFFIC CONTROL LIGHTING AND /OR #fi ,
EQUIPMENT. CONTACT TRAFFIC ENGINEER FOR POSSIBLE FUTURE • , ♦ 3!4• i
TRAFFIC LIGHT LOCATIONS. �. _ - '� i , le #Ak
i
lee
, f
A-3 ' . , ' / • M 1"WATER METER
' ' ' 41
' , ; �. SEE CONTROLLER NOTE
ol
(% , i / MYe 314 01 41 01 40
,
- � � 314: '
i le
i ♦ 3!4 10 i � � - - - . •
♦ ♦ i
- 01 01i � POINT OF CONNECTION 'A'
.40 A-4 • ENLARGEMENT
,A / Or do
10 o
o: 00,00,
<� � DESCRIPTION IPT ION OF REVISION
DATE APPROVED
♦ - •
�3/4 � - /
- - CITY of RANCHO CUCAMONGA
% 314- - Alm/
• ; , - - . - SHEET KEY MA
N.T.S _ r s CHURCH STREET MEDIAN ISLANDS
. - ' - '
FROM 750' EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
�� STREET
'(;A SCALE: 1" - 30' IRRIGATION PLAN
• J
Underground Service Alert <, MALA A VA E 8z > pD SC q pF APPROVED BY: DATE: Yj�`�
cS ♦ m Y �� �m w�a�90 CFFY ENGINEER RCE No. 24953
PLAN CROSS REFERENCES w � W � a � s
> Iz w i
J
o a Q w W � y�?/ � � rn DESIGN ARCHITERRA DESIGN GROUP RECOMMENDED
Call. TOLL FREE o
VALVE SIZING KEY
F-
Z Z tirpc U / LANDSCAPE ARCHITECTURE
W co v� } A SAS SITE PLANNING
FOR NOTES AND LEGEND, THIS SHEET w w P s
FOR IRRIGATION DETAILS, SEE THIS SHEET AND L-7 = ao o P� L� ios 10221 A TRADEMARK STREET
Q o O * DRAWN RANCHO CUCAMONGA, CA 91730 SHEL
1 -800 VALVE # 1 1p.-GPM FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 J �1�� (909)484-2800 FAX: (909)484-2802 L-6
MWI cr s� Dale ��� MPW
3/4'+ FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9
VALVE SIZE AREAS T Q`
422-4133 90°- t FOR SPECIFICATIONS, SEE SHEET L-11 FOOTHILL AVE F 0 F P, CHECKED JOB NO. 0427-5 DRAWING NO.
SAS 8-15-05 2834 - ---�
TWO WORKING DAYS BEFORE YOU DIG
DATE RLA NO. aD58 -L--
SHEE-I OF
PROJECT SHEET NO. OF
a�
4
zCOASTGUARDSHACK HARDSCAPING(SEE NOTE 4)
zo ENCLOSUREICGS-1)
00 PLASTIC VALVE BOX i
-z COVER ETCHED TION GATE' BACKFLOW PREVENTI R TO SPRT"KLER-ANGLE PIPE TO 14
C5 (CARSON OR EQUAL)UAL) ASSEMBLY SPECIFIED DEPTH WITH 45'ELLS j4 14 I.
C4 zr - - - - .' SCH 40 PVC MALE ADAPTOR - paa M INISH GRADE LINE VALVE(2)PLACES SCH W PVC UNION 'SNAP-TITS`WATERPROOF
1 �I1 i BRASS OR PVC NIPPLE CONNECTORS OR EQUAL 1� I -
CLOSE NIPPLE BRASS UNION ELECTRIC CONTROL VALVE rz
I-I
PLASTIC VALVE RKED TIO
BALL VALVE-I IIYOR SMALLER WITH BRASS WYE STRAINER • r 1 6'THICK X 12"WIDE
BLUE ON
m (CARSON IT EQUAL) RCE•
STAINLESS STEEL HANDLE WITH 60 MESH 1 CONCRETE PAD(LENGTH VARIES EPDXY FILLED WATERPROOF a ETCHED WITH CONTROLLER
�\ AND VALVE SEQUENCE
MONEL SCREEN \_ PER S1ZEIMANUFACTURER) RED CONNECTOR ON FLOW SENSOR z e'MIN FINISH GRADE CLEAN BACKFILL SEE
RESIUENT WEDGE GATE VALVE-EPDXY T 1 SLOPE TO DRAIN AT MINIMUM 2'k
COATED,2'OR LARGER WITH 2'OPERATING - FINISH GRADE 1 1 BLACK 16 1 1 SPECS. FOR MATERIAL.
Z NUT PVC SLEEVE PIG TAIL EXPANSION I 90%COMPACTION REQUIRED
- REQUIRED FOR IRRIGATION CONTROLLER LOOP(MIN.24"LONG)
oVALVE ► ;Fv �l I►• CONCRETE PAD SIDEWALK PIPE THROUGH SENSOR E
�► v _. _ PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL :. WHERE I I I I-
EQUAL)WITHPLASTICINTEGRATED WIRE CONNECTORS REQUIRED PROVIDE 6'MIN. OF SAND
1 I I BEDDING AND SHADDING
BRASS PIPE LOCKING LID. PLACE AT GRADE IN
i � PIG TAIL EXPANSION REQUIRED TURF AREAS AND 3"ABOVE IN ac NOTE: 3' LOOP(MIN 24'LONGI
3' 3' ? %COMPACTION PLANT BED CONTRACTOR TO INSTALL ^ i
A G DFFP BASE OF 314"
BASS NIPPLE TYPICAL FLOW f BRASS ANGLE
(2) PLACES PIG TAIL EXPANSION MASTER VALVE AND FLOW VALVE W UNION •
_._
LOOP(MIN. 24'LONG{ at WHITE METER. 3!4•WASHED
FROM WATER '4�4 I I- SCH 40 PVC MALE k (COMMON) CRUSHED AGGREGATE _
z ADAPTOR
SOURCE TO METER . . T F td Bt UE _ I - _ . - CONTROL WIRE SLEEVE -
tSIZE PER PLAN. INSTALL
ADJACENT TO PRESSURE
-`4'fr ! • • �♦ ♦ SCM e0 PVC NIPPLE
i LINE TO SYSTEMS WIRES 1 .
Z SUPPLY LINE
CONTROL It COMMON WIRES � I � ••:.•.
ONCRETE THRUST BLOCK ELBOW RED
TYPICAL(2)PLACES VALVE - _.:3
'D PER CCWD STANDARDS BLACK � -
�' RlGIDPiPEANDRELATEDFiTTRJGSSHALLBEPER , o PRESSURE SUPPLY LINE
�- I -
�� CONTRAC O COUNTY WATER DISTRICT STANDARDS. i.IAMETER I ( DIAMETER OF PRESSURE
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO BRASS NIPPL I-III-III-I -'I I � I `- SLEEVE SIZE TWICE
CONSTRUCTION. SAME SIZE AS SCM 40 PVC SXSXT TEE PRESSURE SUPPLY LINE (-
I ' SUPPLY LINE.
FLOWMETER 6'TVP.
AG WASHED CRUSHED r. SIZE
NOTES
AGGREGATE BASE 1, INSTALL CONTROL VALVES A MINIMUM OF ITFROM STRUCTURE OR HARDSCAPiNG.
NOTES: 1�INSTSALLPER LOCAL CODES. AS FLOW METER SIZE n'
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS
3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING NON-PRESSURE LATERAL
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2 EQUIPMENT TO BE INSTALLED ATA MINIMUM OF 2,C FROM ANY 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. LINE SLEEVE -SIZE TWICE
2. INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE DOWNSTREAM OF 5. ATTACH PLASTIC IDENiiFlCATION TAG WITH APPROPRIATE CONTROLLER AND DIAMETER OF NON-PRESSURE
3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. WHEN UNIT IS NEXT TO A STRUCTURE I.E.WALL BUILDING.ETC. UNINTERRUPTED PIPE (5X DIAMETER LATERAL LINE
( J VALVE NUMBER
c VALVE OF PEON METER SIZE] MOTES:
4 PLACE L E BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. MOUNT TEST COCKS ON OPEN OR NON STRUCTURE SIDE. t. ALL SLEEVES TO BE SCH.40 PVC.
5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. ORIENT UNIT PARALLEL TO STREET. MINIMUM DISTANCE UPSTREAM OF 2. EXTEND ALL SLEEVES 1T BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5, SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. UNINTERRUPTED PIPE(1 OX DIAMETER 3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
VALVE NUMBER. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF OF FLOW METER SIZE)
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY
DISIMILAR METALS
PTH TO TOP OF PIPE BELOW
7. VALVE PER STD.510"REQUIRED BEFORE BACKFLOW PREVENTER STD.N0.120(24"MIN.TO 36"MAX DE
STRUCTURAL SECTION).
WHEN MAINLINE IS 3"OR LARGER.
)
LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE SLEEVING DETAIL
SCALE: ALE: RC # 520
SCALE: N.T.S. RC # 516 N.T.S. RC # 518 �.� SCALE: N.T.S. RC # 517 _ SCALE: N.T.S. RC # 516 _ �<, SC N.T.S.
STRONG Box MODEL NO
ieS3/120V
PLASTIC VALVE BOX i COVER: STRUCTURE OR
STAND ALONE CONTROLLER WITH ANTENNA ETCHED'QC'(CARSON OR EQUAL) HARDSCAPING
NI_ AT GRADE IN LAWN AREAS
114'AB VE FI!NERD ISD LET TO LR DOME ANTENNA NOTE: 6'MIN.
I//'ABOVE FINISH GRADE EPDXY FILLED LOCATED ENCLOSURE TO W GROUNDED PM 3'ABOVE GRADE IN SHRUB 18" MAX. I (-
LOCAL CODE.GROUND ROD TO BE
MULCH OUTSIDE OF BOX. - NSTALLEDINSIDE ENCLOSURE ON AND GROUNDCOVER AREAS _
'fi"r � 'c-_w �, .;3`-•`-z INSTALLATIONILOCATION COAXIAL CABLE CONTROLLER SIDE _
{ ' FINISH GRADE I I�
PER CITY AND CALSENSE Iy i FINISH GRADE c:,
�`" "- REPRESENTATIVE 3f
w
CALSENSE CONTROLLER '.''' '•''' '► _
. . p = � CLEAN BACKFILL-SEE
MODEL NO. PER PLANS FINISH z SPECS. FOR MATERIAL.
GRADE �I I 1 ae xa-e x CONCRETE 33 DNP QUICK N w N I 90%COMPACTION REQUIRED
COUPLING VALVE I I NON-PRESSURE LATERAL
INSTALL CALSENSE - INSTALL CONDULETTE W/ i" yy EooTfkG msr,tu A MINmRJM of -
TP 110 DEEP WP"J'BOX 4 I . r ABOVF GRADE AND SLOPE Z
` �• TOP TODRArNATMININ0.JMOF2% I LINE: SCH,40 SNAKE PIPE
J I20 VOLT DUPLEX CALSENSE HARNESS W! _ IN TRENCH.
OUTLET(GFI) WEATHER TIGHTELECTRICALb , p + ,bKWONVNREtCONTROLv�suN STAINLESS STEEL
CONTROLLER WIRED'HOT'- CONDUIT L ( 3'SCH40PVC CONDUIT ? SCREW CLAMP p
NOT SWITCHED MINIMUM (3) PLACES
120 VOLT WIRE m RIGID STEEL z PRESSURE SUPPLY LINE
CONDUIT(PER LOCAL CODE) SvVEEr Eu 3!4'WASHED _ - _
M4
RESET-/ CALSENSETP-1 TO POWER SIDE OF CABINET (T-P) CRUSHED ,
SLEEVE- SITWICE
DIAMETER OF PRESSURE
TRANSIENT PROTECTION BOARD �'
'^ AGGREGATE BASE • • ',; SUPPLY LINE.
LURR"AE ANTENNA EORF `.14.`. ` '. :♦'I•. ( _- . - _ -'_ - . - _ I I�.1
HEAVY DUTY WEATHER-RESISTANT LOCATED OUT SID E OF BOX �•Y b. ► ►►► _ - '-
PHOTO ELECTRIC SWrTCH FOR SECURITY INSTAILATION/LOCATION PER • ► ► - - _ -
LIGHT CONTROL AS REOUIRFD PER CRY AND CALCENSE REP -
PLANS � SCH 40 BRASS NIPPLE I I� - I ONTROL WIRE -BUNDLE
ECM 40 PVC
MARLEX 90"STREET -u 90°STREET Ell EI�:: ;�� :..L-��. -:�.i ,.. SCH 40 BRASS NIPPLE- � I - _ - _ - AND TAPE AT 15' O.C. AND
aso-.;Eo INSTALLADJACENT TO
ENCLOSURE MOUNT CALSENSEC0T4TROLLRR 0 MPDA16', "RONseoxMODFLNO 24' LONG T I I I
LATERAL FITTING MARLEX 90`STREET ELL MODEL NO PER PUNS
�$: REFER TO CONTROLLER N� - ( I PREWSSURE SUPPLY LINE.
NON-PRESSURE LATERAL LINE 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL
INSTALLATION STD
TYPICAL(21 PLACES sEwRrrvuGHr
CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR 1 WR RFOUIREO PER
ANTI-DRAIN VALVE AS REQUIRED PRIOR TO CONSTRUCTION- PLANS.
8'GROUND ROD I I
2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN I
NOTES' SEQUENCE OF REMOTE CONTROL VALVES. GRADE I I SCH 80 PVC 90° SCH 40 BRASS 90° ELL II i 1 I I I-
1. LOCATE HEAD 2'TO B'FROM WALKS.CURBS.HARDSCAPING,MOWSTRIPS, S. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH MIL` 120 VOLT VOW 74 RM STREET ELL (�
AND EDGES OF LAWN. STEEL CONDUIT(PER 6'TVP.
2. USE TEFLON TAPE ON ALL MALE THREADS. BRANCH OF THE MAINLINE FOR FUTUREUSEPIGTAIL EACH ORANGE �' LocAL CODE PRESSURE SUPPLY SCH 40 BRASS 90
WIRE AT THE ENCLOSURE. 79CH4000NDUIT . PROVIDE 6'MIN. OF SAND
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FOR SECURTTYLKIFIT LINE FITTING STREET ELL
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. _ BEDDING AND SHADDING
FEATURE AS PER THE IRRIGATION PUN. WIRNG nI ! .{ }} v }
4. HEAD CONNECTION AT BOTTOM INLET ONLY. S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE - - PRESSURE SUPPLY LINE Na4 REBAR STAKE
CONTROL VALVES.
6. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO (24" LONG)
(LR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYSTEM CITY OF RANCHO CUCAMONGA, CALIFORNIA
PRIOR TO ACCEPTANCE <r: ;c;. ..�1
7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. CONTROLLER ENCLOSURE NOTE: NOTES:
8. GFI SHOULD BE WIRED SUCH THAT WHEN IT TRIPS,IT DOES NOT TURN OFF - F A 522 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES IN DIRECTION.
2. PRESSURE SUPPLY LINE: 2-t2"AND SMALLER 18'MIN.DEPTH.
THE CALSENSE CONTROLLER. F, :•.,.
�F.,�, 3'OR LARGER 24"MIN.DEPTH.
It
12 HIGH POP UP SHRUB HEAD CONTROLLER ASSEMBLY CONT. PED. / SB-16SS-120V QUICK COUPLER VALVE TRENCHING DETAIL
SCALE: N.T.S. RC # 539 SCALE: N.T.S. RC #524 SCALE: N.T.S. RC#522 SCALE: N.T.S. RC #535 �.. SCALE: N.T.S. RC #532
IND PCS SCREEN PERFORMANCE
STANDARD BLSMALLRADIUS SPRAYPgTTEfM AM URABRELLAOLMR-ERS PROJECT:CHURCH ST. MED. ISLANDS (MILIKEN AV./MAYTEN AV.) BY: FAC
MODEL PCS-010 PCS-020 PCS-030 PCS-o4D PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS3!70 STATIC PRESSURE HIGH: 84 PSI LOW: 70 PSI
COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE IED SOURCE OF INFORMATION: MADOLE 8 ASSOCIATES- FRED SPAETH
8F 1' 3' 5' 8'4 SUPPLIER: CVWD
SH 2' 4' 1' 7' 8'4 PHONE NUMBER: (909) 937-9151
ST - 3' 5' 51 9'4 VALVE STATION/GPM: STATION- A-6 GPM: 21
aQ 2' 5' 7' 7'
1OF - - - 8' 5' 8' 10'
10H - 2' 6' 2' 10' 11'4 1r# ITEM:
10T - 2' 6' T 1014
100 2' 51 e• 7' WATER METER 1" @ 21 GPM 2.50
12F - - - 101# 5' 7' a' 12'# BACKFLOW DEVICE SIZE: 1112" @ 21 GPM 12.00
12TT - 2' 3• 5' 7' 10' 10' FLOW SENSOR: 1114" @ 21 GPM 0.50
12TT - - 2' 3' S' 9' 11' 12
12H - 4' 3' S, 10' 12'4 12'4 MASTER VALVE- 2" @ 21 GPM 0.00
12T 7 6' 4' 10' 12.4 GATE VALVE(S). 1 2" @ 21 GPM 0.01
120 80 124 MAINLINE (CL 315): 2" 330 L.F. @ 21 GPM 1.52
15F - 5' 7' »' 13'# AUTOMATIC VALVE SIZE: 1 1/4" @ 21 GPM 2.60
15T0 - - - - - 8' 8' 8' 15'#
15TT 1' - 5' 6' 8' 12' 15'4 LATERAL LINE SIZE 3/4" 72 L.F. @ 7 GPM 2.89 ll E S C K I PZ I O N O I- REVISION
15H 1' 4' s a' 12' 12' 1 114" 7 L.F. @ 13 GPM 0.07
15T - 3' 4' a' 12' 15'4 1514 DATE APPROVED
15S - 2' S' 61 12' 15'4 „rz" 6 L.F. @ 21 GPM o.07 of RANCHO CUCAMONGA
15SQ - - - 7' - 12X12' 14X14' 20X20' 23X23' 22.,6 CITY 17SST - - - - - 0X18' 0X10' 16X16' 9X30'
15CST - - - 4X22' 4X29' 4X39' 9X24'
15SST - - 4X12' 4X24' 4X27' 4X3-' 4X40'
15EST - - 4X14' 4X16' 4X20'
5F 3' 4' 1' 2' 3' SMO APE
4X18' IRRIGATION HEAD PRESSURE: �•� U"'""� 49� CHURCH STREET MEDIAN ISLANDS
5H-B - 5" 10' 6' 2' FITTING LOSSES (10%OF SUBTOTAL): 2.22 °j a a�
50-B 5' 10" 3' 1'
SYSTEM LOSSES SUBTOTAL- 54.38 `� m
5CST-B 7" 14' 3' S' rJ
1!!F-SLA - 6" 5' 1' 4' 6' 14' 16'# ELEVATION LOSSES/GAINS (ELEV. X .433): 0.64 � FROM 750' EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
18FI-SLA 6' 1' 7" 5' 10• 13' 10' rD e
ISQ-SLA 6' 2' 5' 3' 12' 16.4 161# TOTAL SYSTEM LOSSES: 55.02 7 ale-
22F-SS _ _ _ a' r' 4' s' 1T 214 AVAILABLE PRESSURE (EOMI): 70.00 V - � IRRIGATION D
22H-ss - 4• 1• 3' S' 12' 18' 12' (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 14.98 �' °a�e •t<
220-Ss 6' 2' 6' �P' 15' 20'4 22'4 �rF F C AL,�p�
#RECOMMENDED NOZZI (SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. APPROVED BY: DATE:`� ���5
NOTE SCREENS WERE TESTED AT 50PS1 FOR 10 MINUTES PRIOR To TAKING DISTANCE MEASUREMENTS. CITY 1 ENGINEER RCE No. 24953
DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES.
P BEEN HART PRESSURE LOSS CALCULATION 'A'
DF-SIGN I -°N1N�''� '
ARCHITERRA DESIGN GROUP
�•= LANDSCAPE ARCHITECTURE
SITE PLANNING
10221-A TRADEMARK STREET
SCALE: N.T.S. RC #533 _ SCALEN/q DRAWN RANCHO CUCAMONGA, CA 91730 SHI:Ii
MFW (909)484-2800 FAX (909)484-2802 L-7
CHECKED JOB N0. 0427-5 DRAWING NO.
SAS DATE 8-15-05 RLA No. 2834 a o5-9 - L, =-
SHhr;r Ori
PROJECT SHEET NO. OF
t
PLANT LEGEND t
•
•
_ s
GAI I -OOL BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QUANTITY
TREES r �
♦ T-1 Magnolia Grandiftora'Samuef Sommer' Southem Magnolia 24"BOX 20'o.c. Standard 9 _ — ' •
r
r —
SHRUBS —_ �'= — � • m
O S-1 P"ittosporum tobtra'Wheefer's Dwarf P'ittosporum 1 Gallon 48"o.c. 37
9 S-2 Lantana montmAdensis'White' Lantana 5 Gallon 36"ox. 46 _ _ — ' + r — / •
—
r —
® S-3 Trachelospermum jasminoides Star Jasmine 1 Galion 48"o.c. 22
• S-4 Nandina domesfica'Nana' Heaventy Bamboo 1 Gallon 24"o.c. 74 —
_ - - - _ _ — _ _ -
r
r �
OT
G
i —
_ r
1► r — '
-- r
I
r -
-
i
�L
Cn '
2 '
G �
T-1 so
24 4 '
S-1 - , ' ♦�
S-3 37 -
6
,♦ tP/
r ,
' `srS 4ti
r r I
r
,�- _ _ r � r _ - � • S-2
SS 22 R _ r — /
• .—' _ H _
r
_
r /
_ r
r -
• — i r r
r 1 r rr_
` r
r _ _
I •
—1 • _ �— 8
0 •
G — l
' T-1
S-2
m• - - - " - 24 5 24 DESCRIPTION OF REVISION
DATE APPROVED
• CITY of RANCHO CUCAMONGA
SHEET KEY MAP INPF
• N.T.S. CHURCH STREET MEDIAN ISLANDS
FROM 750' EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
STREET
SCALE: 1" - 30' PLANTING PLAN
ow 0
Underground Service Alert SYMBOL LEGEND PLAN CROSS REFERENCES MALAGA E g= �� �111 QS�APF APPROVED BY: DATE:
w w �`, �O �. mw 9 CITY ENGINEER RCE No. 24953
_ > Q Q W O w tae ��
Q "' g ` '' ARCHITERRA DESIGN GROUP
Call: TOLL FREE TREES SHRUBS FOR PLANTING NOTES SEE SHEET L-9 z z ~ cr� ��i' a DESIGN RECOMMENDED
' ' w w L6 U~ r P' v w LANDSCAPE ARCHITECTURE
FOR PLANTING LEGEND, SEE THIS SHEET J } _ <o o �� -� SAS SITE PLANNING
CALL-OUT FOR PLANTING SPECIFICATIONS, SEE SHEET L-12 _
J < � oU JO � � 10221-A TRADEMARK STREET
-800 SYMB CALL-OUT FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 � e,a * DRAWN RANCHOC00 FAXN(90GA, CA 4-280 SHF11 L-8
�� Date—�� MPW (909)484-2800 FAX: {909)4842802
E SYMBOL FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 FOOTHILL AVE 4r Q
422-4133 SIZE F OF \ CHI;CKI ll JOB NO. 0427-5 DRAWING NO.
(gal./bo QUANTITY QUANTITY I r SAS DATE 8-15-05 RLA NO. 2834
TWO WORKING DAYS BEFORE YOU DIG a 0 374-�
SHELF OF
PROJECT SHEET NO. OF
PLANTING NOTES:
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCMTEC;T OF SITE CONDITIONS WHICH PREVENT
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
SPECIFICATIONS.
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT /
REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. ♦ / \
3. CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, /
ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY / / ��
DAMAGE OF SAID UNDERGROUND FACILITIES. / O
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE /
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS s
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. / Y
/
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE ,
OF THE CITY PRIOR TO EXCAVATION.
I
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS ANDIOR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS ♦ // _ _ _ ��/
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS
OTHERWISE APPROVED BY THE CITY.
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL OUAN I II IES FOR PLANT ♦ / ,/ / \
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. /
6. WHENEVER SHRUSIGROUNDOOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS / 4e
AND DETAILS HEREON.
/ /, , `
9. CLEAN-LIP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. / , ,/ , , ♦ `
/
10. THE FOLLOWING SOS AMENDMENTS SHALL BE FOR BID PURPLES ONLY. FINAL SOIL AMENDMENT TYPES AND /
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED / / / /
SOIL AMENDMENTS 6'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. / // / ,/ ♦,
4 CY.NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM
125 LBS GRO-POWER PLUS � ,/ , J
11. LANDSCAPE AREAS SHALL RECEIVE C OF WOOD CMP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND IINTO / /
♦ / �/ ,
EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS
SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR
TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: /
//
EARTHHWORKS ♦ /
NORCO, CA
(909)538-3321
/. /
PLANT LEGEND 24 4 ,/'lop 40f
-&YMBOL 41•
CALL-Our BOTANICAL NAME COMMON NAME S= SPACING COMMENTS OUANTITY /
TREES / /'
T-1 Magnoffa GrandrRora'Samuel Sommer' Southern Magnolia 24"BOX 20'o.c. Standard 23
/ / ' ' / S-3
.
SHRUBS f � ' / / / 5
o - Pitto rum totma'Wheeler's Dwarf Pitt rum 1 Galton 48"o.c. 234 ' '
S 1 � �Po ♦ � ♦
9 S-2 Lantana montevidensis'White' Lantana 5 Gallon 36"o.c. 137 ' , ' ' ,' S-2 PLANTING NEAR HARDSCAPE NOTE:
® S-3 Trachetospermum jasminoides Star Jasmine 1 Galton 48"o.c. 5 #* , ,' / 21 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING
' / AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR
/ ♦ / ' , i / ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12"MIN.).
2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH
FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING
/ i ♦ SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE VOR GREATER
PLANTING SPACE MAY BE PLANTED WITHIN 4'OF ROCKSCAPE,PROVIDED THAT THERE
ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS,OR
31/ ' � ' ♦ CURBS). WHHERE_PCOSSSIBI F TRFFS SHOULD HAVE-THE-RECOMMENDED THE_RECOMMENDFD CI FAR PLANTING
♦ , �/ , ♦ AREAS RECOMMENDEDONLTHE_C1TY'S TREE l 1ST_ WHERE PLANTING AREAS ARE
REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE
FOLLOWED,THEN IN THE INTEREST OF PROVIDING TREES, WE CAN COMPROMISE ON THE
PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF
' , ! ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED
ABOVE. TREES REQUIRING A MINIMUM 2'PLANTING AREA SHOULD NOT BE PLANTED
T-1 / , deGxx
CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE
24 10
i ` i TRUNK.
� � ' ` _
-1de ,
, MULCH NOTE:
CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL SHRUB AREAS,MULCH
01 leCONTRACTOR
BE WOOD FIBER MATERIAL AS MADE BY EARTHWORKS OF NORCO,CA.(909)538-3321 (OR
' i ♦ ' EQUAL). SUBMIT SAMPLE PRIOR TO PURCHASE AND/OR PLACEMENT FOR CITY INSPECTOR'S
100000 .01 4e i ♦ APPROVAL.
o 10
de 4e ,
/ i
, 01
S-1toS-2
-
♦ - / S-2
7
♦ DESCRIPTION OF REVISION/ - � DATE APPROVED
2 -
�- CITY of RANCHO CUCAMONGA
SYMBOL LEGEND
SHEET KEY MAP
TREES SHRUBS N T& CHURCH STREET MEDIAN ISLANDS
FROM 750' EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
tlp '
' / CALL—O
SYMBOL
CALL-OUT STREET �
y� •� S-1 SYMBOL SCALE: 1" = 30'
PLANTING PLAN
SIZE
Underground Service Alert s (gal./box) QUANTITY QUANTITY _ oZ J�oS�APF APPROVED BY: DA'FE: t
9 MALA A AVE 8 Q h1 p Kr M
• Y w y\/ ��,`a " w�x,90 CITY ENGINEER RCE No. 24953
w >
> w
a Q w wp � y�Py � � � DESIGN ARCHITEHRA DESIGN GROUP ItF MENDS
Call: TOLL FREE
Z H U / LANDSCAPE ARCHITECTURE
Z fn � `moi � A -�
PLAN CROSS REFERENCES _ SAS SITE PLANNING
w w w U F- r P
10221-A TRADEMARK STREET
Q O <O JOP � � DRAWN RANCHO CUCAMONGA,CA 91730 5 H Ef- I L-9
_^
e a 9
�� FOR PLANTING NOTES AND LEGENDS, SEE THS SHEET Cr. s� Dal,-� �� MPW (909)484-2800 FAX (909)484-2802_�
422-4133 FOR PLANTING SPECIFICATIONS, SEE SHEET L-12 �r o�'
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 FOOTHILL AVE F o t= c A0 CHECKED JOB N0. 0427-5 DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 SAS DATE 8-15-05 RLA NO. 2834 o�ZDSB -L
SHEE-1 OF
NOTES.
1,REMOVE NURSERY STAKES AND
FILL CAVITY WITHIN ROOTBALL
2 STAKES TO BE PLUMB AND
PARALLEL
3 STAKE TRET PERPENDICULAR
TO PR FVAII MG VVIND
` N
� J �� w E b'OF COMPACTED WOOD CHIP
MULCH
V
ONE HALF���� HARDSCAPING(CONCRETE HEADER,
s LIMIT OF FNJIKTER AREA REQUIREMENT CURB E GUTTER,SIDEWALK.ETC) INISH GRADE
v
TDP TIE TO BE PLACED AS
LOW AS POSSIBLE ON THE
TRUNK TO ALLOW FOR WIND TIGHTLY COMPACTED 3'BERM TO FORM 1
FLEXING OF THE FOR BUT TOP OF STAKES BELOW DEPRESSED VJA.TERING BASIN
NOT SO LOW AS TO LOSE HEAD OF TREE WHERE
SUPPOR'OR ALLOW SPECIES GROWTH HABIT PERMITS EXTEND 2 ABOVE NO VIOOD CHIP MULCH SHOULD BE
THE HEAD TO DROP TOP LTO Air e
MAIN TRUNK FINISH GRADE PLACED OR ALLOWED TO REMAIN
(2)SETS OF CINCH TIES SPACED W OVER THE ROOTBA.Lt
APART.CONVEX SIDE AGAINST TREE FINISH GRADE -
TRUNK ATTACH WI:H GALVANIZED
SCREYVS TO 6 LODGE POLES
3`maA 2 DIA LODGE POLE PINE STAKES
WITH WOOD PRESFRVATTVE STAIN.
DRIVE A MINIt.UM OF 6'VETO 1 ! I
UNDI'MRBF D SOK AND POSITION DISTANCE EQUAL TO VTHEWDISTANCE EQUAL TO THE - I yl SHOVEL CUT EDGE COMPACTED
STAKES OUTSIDE ROOT BALI ON CENTER SPACINGENTER SPACINGNATIVE SOIL
OF SPECIFIm SHRUBPECIFIED SHRUB
ROOT MLL
TOP OF ROOTBALL TO EXTEND 7 DISTANCE EQUAL TO THE ON CENTER _
TK3FTTLY COMPACTED 3'BERM ABOVE FINISH GRADE
TO FORM WATERING BASIN FOR SPACING OF SPECIFIED SHRUB, f� r �—PLANT PIT TO BE T2)TIMES THE
REs1DENT IAL ANDGRWND(OVER PUNT PT TO BE 12)TIMES THEUNLESS SPECIAL CASE AS DESCRIBED F" (F I j V✓D H OF THE ROOT BALL
INSTALLATIONS LOCATE OUTSIDE WIDTH OF THE ROOT BALL NO
OF PUNT PIT BERMS IN TURF WOOD CHIP MULCH SHOULD BE IN NOTE 4.BELOW.
AREASTO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN
TO CITY ACCEPTANCE OVER THE ROOT BALL. - - 4I -- y�I.'-t NOTES.
NOTE1� ; � :I�' I PRIOR TO PURCHASE'PLACEMENT OF THE MULCH.THE CONTRACTOR SHALL
1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL T I Y- i l A" ! SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON NATIVE BACKFILL WITH NO 2 MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
PLANS SEF LEGEND FOR SPACING REQUIREMENTS ROCKS GREATER THAN 3'
A A
DIAMETER INTO EDGES AT GROUND COVER AREAS
2. WHERE PLANTED ADJACENT TO WALLS WALKS,CURB OR 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
` rp -ARBOR GUARD IN TURF SIMILAR LIMITATIONS.ALL SHRUBS AND GROUND COVER
UNDISTURBED NATIVE SOIL
{ [: AREAS AND FRONT YARDS SHALL BE PLANTED AT ONE-HALF THE DESIGNATES SPACING 4 PUCE NO MULCH WITHIN A E'RADIUS OF THE CROWN OF A WOODY PLANT
' ROOT FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIRFMFNTS
- NATIVE BACKFlLL WITH
�- meNO ROCKS GREATER 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
THAN Y DIA OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE
IC I ' I OF ROOT eAtl DO NOT CRACK R007 BALL
�If• t I� i I�- L! LEGEND ARE ESTIMATES ONLY
I I I 1� IE I I
I I r'IE I NATIVE SOIL UNDISTURBED 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
;
I i lr. I p .I I €.. I I' III
It°_ SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO
SIDEWALK AFTER APPROVAL OF CITY INSPECTOR o
.0
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA
DOUBLE STAKED TREE SHRUB AND GROUND COVER "`' A—ROVEC SY STANDARD PLAN
5W5GAL-24"BOX 502 SPACING sCONTAINER PLANTING 506 MULCH INSTALLATION
_ 509
F _ ...-,. x -,:�.c,:5. t,.: .r., -. .•.,S*c...._err, s ..� J . +... �.„�YL.Yc..,.,:lir✓. » ,r,. yF �..,:��-•.�. SNEETIOFI .Welt: DA'. -c. - •.•S• .�. �, c �•,of DA EWITH STANDARD S.ECIFICATIONS OP PUBLIC WORKS CONS RLC.ION
-' C E g' C.lY ENGINE R TE US P F r r SHEET 1 OF 1
RCE
DOUBLE STAKE TREE PLANTING SHRUB & GROUND COVER CONTAINER PLANTING MULCH PLANTING F
RC #509 SCALE.
SCALE: N.T.S. RC #502 SCALE: N.T.S. RC #508 SCALE: N.T.S. RC #50fi SCALE: N.T.S.
SCALE: SCALE: SCALE:
SCALE. SCALE:
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
CHURCH STREET MEDIAN ISLANDS
SMD Sc APp FROM 759 EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
2�O U v C'a
� T w� PLANTING DETAILS
_ e
1i0 * APPROVED BY: DATE:
'rj. Date CITY ENGINERCE No. 24953
9TF OF GAL\ DESIGN ARCHITERRA DESIGN GROUP 1ZI~�C'OMMFND�=D
SAS LANDSCAPE ARCHITECTURE
SITE PLANNING
10621 CHURCH STREET,SUITE 106
SCALE: SCALE: SCALE: I�IZAWI�' RANCHOCUCAMONGA,FAXN( 09)4 4-280 SH�:� I
3 =a SCALE' MPW (909)484-2800 FAX (909)4842802 L_ O
CHF,CKED JOB NO. 0427-5 DRAWING NO.
SAS DATE 8-15-05 RIA NO. 2834 c�;Z OSS-L
SHf:II' o}.
SPRINi I.F,R IRRIGATION SPECIFICATIONS ?. Provide cmc controller chart for each controller sequence. d. Pressure rating in P.S.1. 4 1 se 1)-1 v PJ a I i' rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place.cap and inadequacies of coverage due to deviations from the Drawings or
C. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the
1419-12B with green bolt-down cover or vequal. Drawings when it is obviously inadequate.without bringing this to
PART L-SiEfb'ERAl. 3. Thr chart shall shrnv the arca controlled by the automatic«mtmler f Date of extrusion approved'•
and shall be the maximum sire which the controller door will allow. 2_ Generally,piping under existing walks is time by Jacking•boring,or the attention of the City of Rancho Cucamonga. This test shall be
1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-1!4"round box for all quick coupling valves imRalled hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to be a reduced dravt ino of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910-12B an&or concrete is necessary,it shall he dome and replaced in'the
A. Scopr of Work Provide all labor,materials.trsneportatim and services However-in the event the controller sequence is not legible when the with green bolt-down cover or approved equal Contractor as apart of the Contract cost. Permissicm to cut or break 8. Upon completion of each phase of work,the entire system shall be
necessary to furnrish and install the irrigation System as shown on the drawing is reduced.it shall be enlarged to a size that will be readable C. PVC Non-Pressare Lateral line Piping sidewalks and'or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements
Drawings and described herein. when reduced. N. Sprinkler Heads
Carcamonga. No hydraulic driving will be permitted under concrete
L Non-prrssurc buried lateral lire piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE
B. Standards- All work and mtatrrials shall comply with rwertting cedes safety 5. The chart shall be a black line or blaeline amid print and a differew with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall he of the sanne size,type.and deliver the
orders.standards,and regulations,and meet the minimum requirements of actor shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, 3. Refer to City Standard 120'I mwh Repair"when within City orients A. The entire irrigation system shall be mater full automatic operation for a
the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-press ire lateral lint piping installed under paved areas shalt be pressure.and discharge as shown on the Drawings ari&or specified susceptible to traffic loads, period of seven(7)days prior to any planting.
edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joint& in these special provisions,
sealed between two pieces of plastic,each piece being a minium.20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive orshorten the
1.02 QUALITY AS
SURAN(`E dt REQLt1RF,\iFNTS mels 3. Pipe sfiall be made from NSF approved.Type I,Grade II PVC 2. Spray heads shall have a screw adjestt e.m. operation peYicd
compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is
A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. Thew chats shall becotgtete arid approved prior to the final field mast meet requirements set fortb in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic Install lines(and various assemblies)in such a 3.08 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings.
Clean-up shall be made as each portico of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturer's direction mid detailed drawinF,e D. Operation and Maintenance Mammals: 4. Except as noted in paragraphs 1,2,acrd 3 of this section(2.01B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple asermbdim is plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall he riser opening in the sprinkler body. with its cmn outlet. down,and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Ranchr Cucamonga within ten the same as forsolvent-weld pressure main line pipe and fittings as original condition.
blies 'fled herein in accordance with respective
Specifications. calendar dans riot to completion of construction,two hard-cover, art forth in section 2.01 B of the Specifications 5. All sprinkler heads of the suite l .the manvfactnret. 3. install all as rm speer '�Peo't'
Pn' _ P P spn shat be same
I1e type
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
c specific items requited to c complete work,perform such work in
C- Ordinances and R mlMioes: All local,nraeiici 1 and stats lava,and►bleu D. Brass and Fittings: O. sleeving: t� °'mrP ,
eg 1n
� � g
v at' Index sheet which states Contractor's accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system m its entirety for the City of Rancho
and regulations erring or relating to any on of this work air here a. Com err. name,address and
g governing g _ Pont 61 .
I observation. A items deemed not acceptable by
incorporated into and made a n of these Specifications,and their telephone.number.and which lists each installed brass screwed 1. Sleeving under ha 'nes Rancho Cucamonga. Cnoartxmga at trtru of fins >n pea -
rpo psi pe epihone expanipment 1. Where indicated on the Drawings,rise red pipe g rd4capr or paved areas for mainline,laterad h
visions shall be carried out 1n•the Contractor Anything contained in and material item including names and addresses of conforming to Federal Specification#WR'-P-351. or control i irin Shall be Schedule 40 P.V.C.ora roved a ual the City of Rancho Cucamonga shall be reworked to the complete satisfaction
provision- R g g Pe - g PP q
these Spiecificatiorrs shall not be construed to conflict with am of the above rtnnufactnres local representatives 4. PVC pipe and fittings shall he thoroughly,cleated of dirt,dust,and of the City of Rancho Cucatrxmga.
rules, regulations,or requirements of the same.However.when these b. Catalog and parts sheets on even material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW P. Vandal Resistant Controller Enclosure moisture before installation. Installation and solvent welding
o v' Rancho Cucamonga that the
Show evidence to the City of
shall be as recommended M the and fitting B. The Contractor shall h ty ga
Specifications and Drawings call for or describe materials.workmates .or nem installed under this Contract. p-460. methods - Pr1e „
construction of a better quality.higher standard.or larger size than is C. Guarantee statement. 1. Controller enclosttre shall be of size and type sbatvn on the Irrigation manufacturer. City has received all accessories.charts.record drawings,and equipment as
required by the above rules and regulations,the provisions of these d. Complete operating and maintenance insitnctions or all E. Copper Pipe and Fishings: Drawings and irrigation Detail sheet. required before final site observation can occur.
ui S. On PVC to metal connections,the Cottiactcx shaft work the metal
Specifications and Drawin . shall take precedence... ma� t.
pe €s Pre Jor equipment.
2. A backboard shall
conmecticns first. Teflon tape or approved equal.shall be used on all 3.10 SiTE OBSERVATION SCHEDL'I.T•,
1. : T hard t be secured to the controller eicicxsure housing to
Pipe Type K, tempered. ig
D. Explanation of Drawings 2. In addition to the above rmrmiotred maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light
the City's maintenance personnel with instructions for major 2. Fittirngr wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Wberc threaded PVC A. The Contractor shall be m.;po nsible for nolifying the City of Rancho
1. Dau to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho cortrimions are required use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to
i v Cucamonga at the coeclesicre 'c 3 v J may be"vent welded-
the time indicated:
offsets,fitting.skives,etc.,which may be required. The Contractor Cu g h of the project that the,service Inas been 3 James shall be soldered with silver solder,4596 silver, 15°6 coPPK, -. A 117 ole duplex box shall be provided with an Oe Oft'sRitch,sada P►Pe >
shall carefully investigate the structural and finished conditions rendered 161+,zinc,24%cadmium,solidus at 1 125"F,and liquidus at 114-5*F 117 volt receptacle. Metal conduit shall tam from the 117 volt supply 1. Pre-Job Conference-7 days
affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E. Line Clearance:
such fittings,etc.,as may be required to meet such conditions. E- Equipment to be Furnished F- GateValves: properly phased. 2. 1'reseure y true installation-24 horns
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a mini lint clearance of six(6)inches from each supply
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tocols: 1. Ball Valves(I! 112"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12)inches from lines of other tradeswith the
conflicts between the irrigation system.planting and architectural points of connection of all appropriate wiring(statue valves.master
exception of the control wire slerve(s)which shall be installed 3. Lateral lint and sprinkler installation-24 hours
a Two 2)sets of al tcxtk required for remnvi scent to toe supply line. Parallel lines shall not be installed
( speer > valve. add PPi.
features. "nS• valves- 1 I WP brorrrx vatic with threaded al e.common,central comm - 1�
A. Ball al ew aha t be a 125 b S I).
4. Automatic controller installation-24 hours
oGsassemblin a adjusting v
g and g each of " kler and aloe directly over one another.
J n'Pc �n 1 _
- - ends and shall be egvipprd with a stainless steel haul e.
2. All w ark called for on the Drawings by notes or drtaik such be supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q- Miscellaneous Irrigation Filuipm ens:
furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve km,s for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic COMr) eT AW-17W. 5. Comtel wire installation-24 burrs
specifications. G Two(2)keys for each automatic controller. L Refer to the Irrigation Plans for sizes aid types of miweHane•ous
d One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(Z"and larger) irrigation equipment 1. ln. an as per manufacturer's instructions. Rerrrotc caetrol valves shall 6. Pressure supply line and latera!line testing-48 burrs
3. The Contractor shall not willfully install the irrigation sysirm as every five(5)or fraction thereof of each hype of quick be connected to controller in numerical sequence as shown on the
mg valve installed. Drawin 7. Coverage test-48 leers
shown on the Drawings when it is obvious in the field that �Pd A. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation egeipmetR shah be as specified or >�
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal
ys
exist that mi 2. The above mentioned equipment shaft be tinb. Resilient Bred as
Wedge turned over to the Croy at a Gate valves shall be No.403 RT-RW G. High Voltage Wiring for Automatic Controller 8. Final observation-7 da
might not have been considered in engineering.
g. Such
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3_-EXT)CiTi N
evidence that the Ci has received material must he shown to the B. Cu When Cucamonga,
show have been conflicted other than the City of Rancho
City of Rancho Cucamonga. In the event this notification is not n' C. All Resilient Wedge Gate valves shall be installed per detail- I. 1 ZO vol power amroeeticrn to the automratic cdrtrroller shall be Cucamonga,show evidence in writing of when and by whom these
perforrrud.the Contractor shall assume full responsibility for arryCity of Rancho Cucamonga. 3.01 OBSERV ATION OF SITE CONDITIONS provided by the Contractor.
revision necessary. G. Quick Coupling Valves:
observations were made.
1.04 PRODUCT DELIV FRY,STORAGE AND HANDLING A. All scaled dirmersicros are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances.and union
C. No site observations, will oornrremce without'As-Boil"record drawings. The
1.03 SUBMITTALS 1. Quick coupling valves shall have a brass,two-piece body designied for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction, contractor shall not call for a site visit without"As-Built"record drawings,
A. Handling of PVC pipe and fittings The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. without completing previously noted corrections,or without preparing the
A Material Fist: care in handling,loading,unloading,aid storing PVC pipe and fittings. All H. Remote Control Valves:
PVC pipe shall be transported in a vehicle which allows the length of pipe to system for said visit.
2. Quick coupling valve shall be operable with a quick coupler Key B. Exercise extreme care in excavating and smirking nrcar existiirg utilities. The
1. Thr Contmetor shall furnish the articles, riatrrials,or he flat so as not to subject it to under bending or a«oecentrated external Mad size and shall he as shown on the Drawings. Contractor shall be re, Bible for damages to utilities which are caused 1. ,Install where shown on the Drawings. Where together.allow
egnnpment, type gs. slur'^• by gs. grnepied ogether
processes specified by name in the Drawings and Specifications. No st any point. Any section of pipe that has been dented or damaged will be his operations or neglect- Check existing utilities drawings for existing utility at least twelve(12)inches between adjacent valve boxes. Install each CONCRETE SPECIFICATIONS
substitution will be alkwved without prior written approval by the discarded,and if irnsialled,shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box.
Cit_ of Rancho Cucamonga. PART 1 GENERAL.
1.05 SLTB',=r IONS 1. Backflow prevention unit shall be of size and type indicated an the C- Coordinate installation of sprinkler materials inrciuding pipe,so then shall be 1. Flushing of System
2. Complete rmaierial list shall be submitted prior to performing arty irrigation drawings. Install bacldTow prevention units in accordance no interference with utilities or other construction or difficulty in antro 1.01 Description
work. Material list shall include the manufacturer,model number, A. If the Contractor R•esbes to suletiture any expiiprrten 1 or mairiiak forthe g
and description of all materials and equipment to be used. Although eq ppm PH'i with the Drawings. trees.shrubs.and ground covers. I. Aff;er all irm sprinkler pipe lines and risers are in place and
tti t or materials fisted on the Drawings and S fications,he mat de
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga connected,all necessary diversion work has been completed.and For concrete information refer to the Standard Specifications for Public Works
2. Wye strainers at backflow•preveirtion units shall have a bronrzed D). The.Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads.the control valves shall he Construction(Green Book Edition per the Cit} of Rancho Cucamonga). Refer to
is a guide to proper submittal format: for approval: screwed with 60 mesh morel screen and shall be similar to Bailey ley safel}'preened before starting work on the irrigation system. opened and full head of water used to flush cut the system. Sections 4,_Ol.303,and 400,ac well as any ether sections related to the installation.
#100B or approved equal, per and post installation of concrete work,materials,labor,and clean-up. The
Item No- Description Mamrfachrrer Mcxlel No. I. Provide a statrmxut indicating the reason for making the substitution
Use a separate sheet of paper for each item to be submitted 3.02 PRFP,ARATION 2. Sprinkler heads shall he installed only after flashing of the system Standard Specifications for Public R'ores Construction is available from
3. All plessa mainline.piping between the point of co rection and has been accomplished to the complete satisfaction of the city of
I Backflow Preventer Febco 825-Y-BV the backflow prevemer shall be installed as required by local code. Rancho Cucamonga. Bl Building News
2 Provide descriptive cutout_,literature,performance charts and flow A. Physical layout-
The Contractor shall verify with the local governing body as to 3055 Overland Avenue
2 Automatic Controller Calsemse E71-24-DR charts for each item to be substituted material and installation procedures prior to start of Sprinkler Heads: Las Angeles.CA 90034
type P J _
1. Prior to installation,the ConeaehirshaH size stake get all pressers
P^n
comtruction. Submit shop drawing for approval. (310)202-7775
3 Master Valve -or 3100 RCV 3. Provide the amount of cost savings, ifthe substituted item is supply lines.routing and location of sprinkler heads.
Superior
1. laatall the seriirkler heads as desigmted on the Drawitrgs. Sprinkler
ed.
aPP*m' I. Check Valves:
2. All layout shall be approved by the City d Rancho Cucamxmga prior heads to be installed in this work shall be equivalent m a respect 1.02 Scope
4 Etc. Etc. Etc.
. to those itemized.
B. The City of Ratncho Cncanimrga shall have for sole respxnsibitityits aeceptiig 1. Swing clerk valves 2"and smaller shall be 200 pound W.O.G.bronto installation
bronze to
ureish and install all concrete a oils complete as indicated on the drawings or as
irrigation subrmittaI mtu_st be specific and cornplete. AH items wrest by or rejecting any snlrnittal item as an approved equal to the equipment and construction with replaceable composition.neoprene,orrubber disc 2, Spacing of heads shall not exceed the maximum indicated on the specified.including,but not limited to the following.
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Dramvines and Specifications. and shall meet or exceed Federal S B. Water Supph
Specification WW-V--51 D,Class A, Drawings. Ii no case siall the spacing exceed the maximum
boxes,etc. No copies of manufactures literature(catalog cuts)an 'Type iV. recommerded by the manufacturer. A. Furnish and set all reinforcing steel,bolts,and anchors.
1. The irrigation sic stem shall be connected to watts ¢ of
required as submittal information. 1.06 GUARANTEE �y Pott(-)
2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings.
3.04 TEMPORARY REPAIRS B. Install all items required by other trades which are to he cast into concrete.
3. Eguiprne nt or materials installed or furnished without prior approval A- The gararanter for the irrigation system shaft be made in aceodanrr with the F.I.P.thread inlet and outlet. Internal pants shall be stainless steel
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of 2. Connections shall be made at the approximate location(s)shove on
JM piplerrx r and neoprene. Anti-drain valve shall be field adjustable against The City reserves the right to make temporary repairs ns tp+ces�n to keep the C. Concrete mow stripes footings for walls,fencing.posts,benches,etc.,where
may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawo ut from 5 to 40 feet of bead. Anti-drain vah a shall be similar to the Drawings. The Contractor is responsible for minor changes
expense. irrigation system. the Valcon"ADV"or approved a zeal. caused by actual site conditions, sprinkler system equipment in operating condition. The exercise of this right bt the applicable.
appro q City shall not relieve the Contractor of his responsibilities under the terms of the
4. A of of a item,ahertM ve or silntitutr ivAcates ooh•that the B. A of the Gaaranter form shatl be iielmded in the and C. Electrical Supply: gnaramer as herein specified. 1.03 Protection
limos' iy copy' � J. Control Wiring:
product or products apparently meet the requirements of the maintenance manual. 3.05 FaiiSTiNG TREES All finished concrete wort shall be barricaded to pedestrian traffic Rx three(3)days.
Drawim , and Specification-on the basis of the information or 1. Except as noted otherwise.connections between the automatic 1. Electrical connections for any and all automatic continflers shall be
>^ Pe � Barricade shall be placed imediately after concrete finishing. Contractor stall famish.
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's lette.he and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the
Drawings. Where rt is necessary to excavate adjacent to existing trees.the Cotrtrachor droll see all place and remove all of his own barricades. Contractor shall be rrspmorrsible for any
shale contain the following information banal copper wire ARrG-U+.600 volt Control tiring installed in possible care to avoid injury to trees and tree melts. Excavation in areas where two damage to new construction and replacement or repair of tbe work shall be made
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TVI' (2)inch and larger roots ocenr shall be done by hand. All roots tw•o(2)inches and without added cost to the City.
liability under the guarantee. Such warranties shall only GUARA\'TEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the aplrortimatr locatioe(s)sbostm at
the Drawings The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or anduit shall be tunneled
supplement the guarantee. automatic controller. Common wires shall be white with a different under and shall be heavily wrapop+ed with burlap to prevent scarring or excessive 1.04 Clean-rip
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions.
drying. Where a ditching machine is run close to trees having root smaller than two
B. RECORD DRAWINGS: free from defects in materials and workmanship..and the work has been completed in valve manufacturer's specifications and wire chart In no case shall (2)inches in diameter.the wall of the trench adjacent to the tree shall be hand Upon completion of all concrete work and before final acceptance.the Contractor shall
accordance with the Drawings and Specifications,ordinary wear and tear.unusual wire size be less than#14. 3.03 INSTALLATION
1. The Contractor shall provide and keep asp to-date a cotmpolete retard abuse,or neglect excreted. We agree to repair or replace any defects in material or trimmed,making dean carts thmup!!a. Root one(1)inch and larger in diameter shall remove all tools.surplus materials.apparatus,debris.etc.from the site and the site
A. Trenching: be painted with two cost of Tree Seal.or equal. Trenches adjacent to tree should be shall be left in a clean.neat condition acceptable to the City.
set of blueline ozalid prints which shall be corrected daily.showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shaft be iumlied along the closed within twenty-four(24)bouts;and where this is not possible,the side of the
every change from the original Drawings and Specifications and the acceptance and ako to repair or replace any damage resulting from the repairing or same mute as pressure supply or lateral lines wrnerever possible. trench adjacent to the tier shall be kept shaded with burlap or canvas.
1. Dig trenches straight and support pipe cortinuciesly on bottom of M D S C A A
exact installed locations.sizes,and kinds of equipment. Print for this replacing of such defects at no additional costs to the City. We shall make such � F
trench. lay pipe to an evert grade. Trenching excavation shall follow
purpose may be obtained from the City of Rancho Cucamonga at cost- repairs or replacements within a reasonable time.as determined by the City,after 3. When more than one(1)wire is placed in a trench,the wiring shall � 3.06 FIELD QUALITY CONTROL O Um W• q'9�
layout indicated on the Drawings and as rued.
This set of drawings shall be kept on the site and shall be used onh- receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(I5)feet. g O� y
as a record set. replacement within a reasonable time after receipt of written notice from the City,we A. Adj.-neml of the System: torr T3 ��
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion c rl shall be provided within three(3)fiat of each 2. Provide for a minimum of twenty-four(24)inches cover for all V o9 M
2. The Contractor shall make neat and legible notatiow on the record expense and we will pay the cats and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hard-caping. n •
1. The Contractor shall flush and adjust all sprinkler heads for
drawing pmgtrss sheets daily as the work proceeds.showing the splice connection at each electric control valve.so that in case of �a re
3. Provide for a rmnimum of twR four(24)initis cover for all optimum performance ars m prevent osible y cyto walks,
work as actually installed. For example,should apiece of eyuiprmetat PROJECT:HAVEN AVENUE MF.DT.AN}BLAND repair,the valve bonnet may be brought to the surface Rithrnrt �- roadways.std buildings as mach as possible. _3
be installed in a location that does not match the plan,the Contractor disconnecting the control wines. Control wires shall be laid loosely pressure supply lines of three(3)inches or larger in diameter.
LOCATION: 19TH STREET TO 210 FREEWAY tr -
by-
must indicate that equipment has been relocated in a graphic m trench without stress or stretching wire conductors. Date
2. If it is determined that adjustment in the irrigation equipment will �' �►
4. Provide for a minimum of eighteen(18)incites cover for all pieesmn 7
manner so an to match the original symbols as indicated in the Q`
supply lines of two and one half 2 p12")inches or strraller provide proper and more adequate coverage.the Contractor shall T
irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All spficrs shall be made with Scotcb-Lok#3576 Connector Setifing PP ( 0 F C 00
take such adjustments prior to planting. Adjustment may also
then be transferred to the original record drawing plan at the proper Packs,Rainbird Snap-Tite wire connectors.,or approved equal. Make include changes in nozzle sizes and degrees of arc as required.
time. ADDRESSED. only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(12)inches for all non-pressure
lines
3. Before the date of the final observation.etre Contractor shaft tranisfrr PHONE: DATE OF ACCEPTANCE: 6. Field spfices between the automatic controller and electric control
all information from the"record drawing"prints to a sepia rmylar or valves will not be allowed without prior approval of the City of 6. Provide for a mimmnm cover of eigitevir(18)inches for all control 3. Lowering rtesed sprinkler brads by the Contractor shall be
similar Mylar material. Arrangement shall be made through the city PART 2"-PRODUCT'S Rancho Cucamonga wrong
aceonnPfished within ten(10)days after notification by the City.
for obtaining said sepia rrrylar or similar m ylar material. All work 4. All sprinkler heads small be set perpendicular to finished grades
2.01 MATERIALS 7. Refer to City Standard 120'Trench Repair"when within City streets
shall be in waterproof India ink and applied to the mnrar by a K. Auhimatic Controller aikss otherwise designated on the Drawings.
techttical len made expressly for use on mylar material. Inch pre
susceptible to traffic loads.
shall be similar to those manufactured by Rap idograph, Keeffel 8t A. General: Use only new orate,ink of brands and types noted on drawings. 1. Automatic coetrolfer(s)shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
specified herein.or v ed equals. B. Backfilling:
Esser,or Faber Castell. The dimensions shall be made as to beeasily Pe PPn'o 9 Drawings+ specification so that each lateral operates at design pressure. i 1 L.i ` �, i) i i� '7 I(� 1V T (1 L j? j,` v i S ]ON
readable even on the final controller chart(see Section C). The 11 1' �J I� 1 I 1 l�J 1 V 11 1 1� L 1 D,1T APPROVED
original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Pittings: 2. Final location of automatic eontmflrr(s)shall be approved by the City I. The trenches shall not be backfilled until all required tests an B.
Rancho
Testing of Irrigation
System:Cca for approval pricy to the completion ofthe of Rancho Cucamonga. performed. Trenches shalt be carefully backfilled with the excavated
CITY o f RANCHO C
controller chart. ' I. Pressure main liar piping sizes 2"and larger ahold be PVCCheat materials approved for backfilling.consisting of eahloam,sand}
cls sand,or other approved ed materials.free from lar clods of earth 1. The Contractor shall nq°ett the presence of the City of Rancho
315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical peewee y per' Cucamonga in writing at Icast 48 hours in advance of testing.
4. The Contractor shall dimension from two(2)pernianew points of tp each automatic controller location is to be furnished by others The or stones. Backfill shall be mechanically compacted in landscaped
reference.such as buildingcorners,sidewalk edges,road 2. Class 315 pipe shalt berried, from an NSF approved Type 1,Garde!, final electrical hook-up shall be.the res risibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting
g P po . Z. Tett all inch
and
lines mater hydrostatic pressure of 150 pounds per CHURCH STREET MEDIAN ISLANDS
intersections,etc.,the location of the following items: PVC compoornd Informing to ASPM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips.sunken signore inch and prove watertight.
must meet requirements as set forth in Federal Specification PS arras,humps or cher surface irregularities.
Pope1� L. Eleexiic Goitres Valves:
22-70,with an appropriate standard dimension(S.D.R.)(Soh -wrM
a Connection to existing water lines. 2. A fine granular material backfill will be initially, on all Gies. Note: Testregle pm-score main liars shall occur piriorto FROM 750 EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
b. Connection to existing electrical power. Rlx) 1. All electric control varves shall be the same size and type shows on No foreign matter larger than one-half(112)inch in side will be i>Btallatioe of the electric control valves. 750'
c. Gate valves Draw cogs. permitted in the initial backfill.
g lm� 3. Pressure main line piping for sizes I-112"and smaller shall be PVC Pe' 3. Al) under paved areas shall be tested nrdrr, c
d Ronin of sprinkler rc Goes(diireeesfai met. 100' PiP►t+g lm hy'�'stnti
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior
3. ofRaichoCueamonga°bep rd }w with ��fthe y IRRIGATION & CONSTRUCTION SPECIFICATIONS
e. Sprinkler control valves. to paving.
f. Routing of control wiring and kocatieimte of all split*buena. 4. Schedule 40 pipe shall be rude from NSF approved Type 1,Grade 1 3. Provide and install oe control valve box for each electric control of Rancho Cucamonga
PVC compound conforming to ASTM resin specification D1785- All valve. 4. Sustain in lines for"less than six(6)hours. If leaks
pC Quick coupling valves. 1t1ife
must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjnstrrxnrc in pipe,valves. + /���
It. Stull out far future connections. develop,replace joint and repeat test until smite system is proven APPROVED B Y- DATE.
sprinkler heads,lawn,pluming,or other construction are necessary.
21-70. M. Coital Valve Acmes watertight.i. Other elated equipment as directed by the City of Rancho g '
the Contractor shall make all required adjustment without�t to the CITY ENGINEER LUG RCE No. 24953
Cucamonga City-
5. PVC solvent-weld finings shall be Schedule 40, I1-1 NSF approved 1. Use 10"x 10-314'round bac for all gate valves. Carlson Irdtrshies 5. All hydrostatic tests shaft be made only in dee presence of the
conforming to ASTM test procedure D2466. tf910-12B with green bolt-down cover or roved equal. Extrusion General Contractor and the City of Rancho Cucamonga. No shall DESIGN I G N IF-COMM)Z)
S. On or brfom the date of the finial field observation.the Contractor g !oP eq P� ARCH 11 f=R HA DE I 'N GROUP C. Trenching and Backfill Under Paving:
shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6)inches. be backfilled until it has been observed,tested,and approved in LANDSCAPE ARCHITECTURE
6. Solvent cement and primer for PVC solvent-weld pipe abet fittings writing. SAS SiTE PLANNING
Rancho Cucamonga. Delivery of the sepia-will not relieve the p. Trenches located under areas where concrete,or
Contractor of the responsibility of furnishing requited information shall be of type and installation rmethods prescribed by the 2. Use 9-112"x 16'x e i'rectangular box for all electric control valves. lam&asphaltic g NCF4 -A TRADEMARK STREET
that may be omitted from the print-. manufacturer. Carson Industries#1419 12B wtith teen bolt-down cover or approved concrete will be installed.stall be backfilled with sand(a layer fou RANCHO CUCAMONGA,CA 91730 C
g ppm 6. Furnish nrecessary,force pump and all other test equipment. DRAWN S H I: ,I L
y (4)inches below,the pipe aid six (6)inches above the pile)and (909)484-2800 FAX: (909)484-2802
equal. compacted in layers to 95%,compaction,using manual or mechanical
C. Coetrotlrr Charts: 7. AH PVC Pipe must bear the fallowing rmnrlkings:
tamping devices. Trenches for piping shall be compacted to equal 7. R'ben the irrigation system t corrrp>letod,perform a coverage test i■
3. Use 6"diameter x 8-314"deep round pitastw valve box for all quick the presence of the City,of Rancho Cucamonga to determine if the
a. Manufactu res nam the completion of the existing adjacent undisturbed soil and shall he
1. As frills drawings shall be approved by the City of Rancho coupling valves. Carson Industries#608 p2 with green flex-lock water coverage for pluming areas is complete and adequate. Furnish CHECKED JOB NO. 27-5 DRAWING NO.
b. Nominal ane left in a firm unyielding condition. All trenches shall dor left flush R
Cucamonga before controller charts are prepared. Pipe cover or approved equal. all materials and perform all work required to correct any SAS DATE 8-1-5-05 RLA NO. 2834 �S8-L
c Schedule or class
SHEE ON
PROJECT SHEET NO OF
PLANTING SPECiMCATiONN
PART L-GENERAL PART 2-EXECUTION
C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and CoctdimtieU:
1.01 Scope of Wolk 2 01 I'matection good horticulture practices and shall he of the size and caliper normally
associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is reepensibtr for the erection of all signs and barriers
Keep all plant nuffleriat delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public.
Contractor shall provide all materials,labor and egnilmrent incidental to and shall not be allowed to dry out. Bare rod stock shall be separated and heeled-in.in approval of the Landscape Architect or City.
necessary for completing all work-as indicated on the drawings.as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydreoeeed
implied.or as delineated in the Specifications as follows. shall have rod ball covered with moist sawdust.wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for
until planting, is insufficient in size to cam,out the intent of the planting plan will not more than 10 days from date of application.
1.02 Standards:
accepted and will be replaced at Contractor's expense.
2.02 Installation: 6.05 Non-Selective Hertr cider:
All work and materials shall oomph'with governing codes.safety orders standards.
E. rim of Flouts -Shall ire as stated on the Plan. Container stock(1-gallon,S
and regulations,and meet the minimum requirerrents of the Standard Specifications Detaifed lavoot of within the areas shall he ortred Contractor Non-selective contact herbicide andtor rout-selective systemic herbicides(as
Pls� lig 1� by gallon,and 15-gallon,shall have been grown in containers for at least one(1)
For Public Works Construction(Green Book)latest edition. and approved by the Landscape Architect and City prior to planting- year,but not over two(2)years. recommended by the Pest Control.Advisor)
1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill arcmnd trees and F. S lintitutions Substittrtiorts for indicated plant material will be permitted 6.06 Selective Herbicides-
shrubs using the fotlowing mixture: provided the substitute.materials are approved in advance by the City,and
A. All Contractors perforating Site Develop,.Pent vertu..,.-a be licensed in Selective pre-erergeet hembicides compatible with seed mixtnees(as rerctnrtntdrd by
are made at no additional cost to the City. Locher for authorized variations.
accordance with the laws of the State of California. Native.On-Site Soil with rock no greater than 3'in diameter the Pest Control Advisor)
all substitute plant materials shall conform to the requirement,; these
Gro Power Plus,5-3-1 15lbs'cy' specifications.
B. Contractor shall provide the Landscape Architect and the City with a list of 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed daring the Iron Sulfate 2 Ibs'cy
coarse
Subcontractors
construction.M G. Plans Net Approved -Plants not approved are to be removed from site
(To be used for bidding purposes only,verify with Agronomic Soils TGs[.) If in the opinion of the Post record Advisor,r t premoval,gessoes and weeds existing in
immediately sect replaced with suitable plants. The City resen•es the tight o
the printing areas will require control prior to removal,spray these areas per Pest
C. Contractor shall obtain and k to fora Public Liabilih and reject entire lots of plants represented by defected samples. Control Advisor's recommendations.
KP �PMy After backfitline.constrict a 3"earthen berm to form watetie¢basin around each
Damage Insurance,during entire course of the Construction Contract. Tht ✓
arrount of insurance shalt be determined by City. plant,to allow thorough water-in and establisfimeM.
H. Stake all teres,as Per details immediately after planting o prevent wind
Prior to installation of turf and ground cover,remove water basins from around trees damage. A. Prior el the installation is the planting system remove and clear all weeds
D. Prior to start of site development work,the Contractor shall notify the and deleterious materials from planting arras.
and shrubs. Berms in turf areas o he removed prior to Citv acceptance.
landscape.Architect and City to give starting and completion dates. I. Plant tures that are to he located in lawn or ground cover areas after finish
Allow herbicide to kill all frees. Rake or her off all dead weedto a depth of
Contractor shall alcor supply the Landscape Architect and City with the[tame )CAST 1-SM-PREPARATION A-NTD FINISH GRADRC� grades are first established and allow-at least 7 calendar days prior to 1"-2"below the surface of the soil. Physically remove all weeds from the site.
s
and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering
duets is. All planting holes shall be excavated as defined on appropriate
3.01 Scope of Rork:
1.04 Responsibilities and Coordination: PART 7-LANDSCAPE M AWTENANCE
A. Provide all mateials rand egiiprrert,and perform all work necessary fox and 4.03 Soil Amendm7.01 Sc"�of work
ents:
A. Permits: The Contractor shall obtain and pay for all permits and irrsprcticros incidental to the soil preparation and firrish grading of all planting and lawn
required by governingauthorities for the work to be performed areas as shown on plans.as reasonabh,implied or as delineated in the Soil amendments shall be as recxtmmrnded in the Agronomic soils report Provide all matarials.labor and e+quipxtxnt necessary for.orincidental to,pxtfoxtning
l maintenance,
ts as
B. Existing Conditions: The Contractor shall verify all conditions.and specifications. sppecificat ons irx dtin but not limited of then i
mplied
o wing-delineated in the
4.04 Trees Stakes:
following-
dimensions shown on the plans at the site prior to commencement of am B. Furnishing.plaerrrtrrrt and grading,of topsoil for backfilling of p)atrterc if
work under this contract. The Contractor shall verify the location and depth required Maintain all plaits and planted ams
of all anders'rovrud utilities prior to start of work Tree stakes shall be lodge pate pine tree stakes.See tree staking detail on plans for
plantedKeep
C. Cleaning and finish grading of planters areas and planting areas. further information. Prurerees and sbrubs of weeds and debris.
C. Temporary Utilities: The Contractor shall apply for and pay all cost interred Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: PART 9-GROUND__(�OS Flt AWD SEDDNG PLANTS Irrigation.
by trim for the construction of the pmject. Temporary services shall be. Insecticide spraying-
coordinated with the City and other contractors on the site. 5.01 Scope of Work
� A. Existing on-site soils fisted as'aeeeptabte'emder'Site Grading'spxcificaticm.
D. Survey,Reference Points,and Elevations: The Contractor is responsible far B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide a0 materials and equipment and perform all work necessary for and 7.02 Fertilizers:
establishing all surveys,reference points and elevations required by him andshall be sandy textured Sib plus clay c�tent of this soil shall be oo greater incidental to installing all ground cover and bedding plants..as shown on plans,as
A. Commercial fertilizers with an analysis of 5-3-1-Gro-powerPias.and 12-8-8
shown on glares for proper execution of site construction- than 15%by weight. The baron content of this soil shall be no greater than 1 reasonably implied,or delineated in the specifications. Gro.-Power Controlled Release Nitrogen,as designated herein.or approved
Part err trillion as measured on the saturation extract. The sodium substitute as required bno
y the Agronomic soils report. Available from Gro
IA Traffic: The Contractor is responmible for all temporary traffic barriers and absorption ratio(SAR)shall not exceed 3.0 tnillimohex per centimeter at 25 C. 5.02 Bedding Plants Power(909)393-3744.
detours required by him for the cornstrction of the project. All temporary
In order to ensure conformance,samples of the imported sal shall be
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic sols testing laboratory,approved by the project Pterearriats and Annuals Provide heahhy container grown plots from a recognised
B. Ammonium Sulfate: Granular form containing rot lets than 2196 nitrogen and
C or veining authorities. nursery,and of the species and variety shown on plass ?
City g<' Landscape Architect for analysis prior to use. Result of testing to be delivered 4%sulfur and shall be registered as an agricuthiml miner,with the State
to City for approval. Soil test o include analysis and recommendations. Department of Agriculture in corriphance with Article 2-"F+ertilizer Materials.'
1.05 Defective orad Unauthorized Work: 5.03 Ground Cover Section 1030 of the Agricultural Code.
3.0.7 Sail Amendments:
Ground Cover. Provide
All work which is determined by inspection to be defective in its coertructinn or ground cover of the spxcics shcrn•e on plans. Gtonid carer 7.03 General:
deficient in any of the requirenreritc of the plans and specifications.shall be rentedird All soil amendments%%a"be as specified in the Agronomric Snitability'Fcrtitity sails shall be established and well rooted in flats or similar containers
or removed,and replaced by the Contractor at his own expense in a mariner report furnished by the Contractor Maintenance shall start imetred*ateh after laedwape Qrigatien and planting.
acceptable to the Landscape Architect and City. 5.04 Mulch:
3.04 Sat Preparation:
1.06 Inspections 3.04
Shall he of compacted wood chip fiber.
Maintain all plaratc std plaided areas on a coitinvous basis as tory are installed
All work on irrigation system shall he complete and inspected for recommended during the progress of the work and continue to maintain them Until final acceptance
The Contractor shall arrange for inspectioncompleted,s by notifying the Landscape Architect,City approval and,fine grading cpleted,prior to rdctilling and prior to soil 5.05 Coadinaticm: of total project. Replace am'dead or dying plains as directed by the Landscape
and governing authorities.24 hours prior to time of inspection.unless otherwise amendment work Architect and Cit•representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Iter not have plants delivered to the job site until site eonditicros air ready for
the inspection pertaining to the pmject scope of work will apply: After tough grades have been establisfrcd.pteparr all lawn and pla ding areas by planting. If planting is delayed.keep plant roots moist and place in a m to marntam
sheltered location protected from the sun,wind and other damaging A. (rrigaticn: Operate irrigation system ofitislred ptro
n an Getagra
tilling or cross ripping to a depth of 12". All rock and debris more than 2"in all plants and plaided areas in a healthy condition. Irrigation system run-off
Rough Grading diameter shall be removed from the site.except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from
Drain Lines and Catch Basins. which all rock and debris more than 1"in diameter shall he removed
be
Irrigations(main line pressure:coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs maintenance and equipment ionandat o cost arthr personnel shall arof
Soil Preparation and Finish Grading. Apply,spread.and rotritil in all soil amendments as recommended o a"of 61. installed prior to bedding plants and oronnd cover planting restored ti its original condition at no cost o flee City. Failure v. acv part rs
- the irrigation system shall be brought to the attention of the City. No repairs
Plot Material(delivery&placement). Rater area cr
thoughk after mtotiNing is complete. Incorporate evenlyinto tileother than emergency repairs shall be accomplished without written top 4" 5.06 Installation: pernnssicrn from the City.
Substardial Completion Inspection(at completion n of landscape improvements) o 6"the following for each 1.000 square feet of planting arca:
-71}cuss
Final Inspection(after maintenance period)-7 days. 4 cubic vards of nitrolized Redwood or Fr shaving or equal. Rant groped cover and bedding Patents in racist sal and space as indicated en ghouls. B. weed Control: Keep all plant arras free of weeds and debris by cultivating
2001bs.orf Gm-Power or approved equal. areas at intervals not o exceed 10 calendar days.
The contractor shall arrange a Precrnstruction job conference with the Landscape Each plan shall be planed with its proportionate•amount of sal so as to minimize
Architect and City a minimum of seven(7)days prior to the beginning workThe above soil conditioning are rrninimal qualities only and should be used only for mot disturbance. Soil moisture shall be such that soil does not crumble when
The Contractor may elect to remove such catcentratiotts of weeds mannalh or by an
bidding purpose.because sail conditions may change drastically from the time these removing plants from container. approved herbicide program.
1.07 Guaranties specifications were developed to the time the actual soil conditioning take place. Regrade platter areas after planting,to restore smooth finish grade and to irtsurr C Pest Control v all seed sued areas at beeirmint!of maintenaner
Therefore,the Contractor shall obtain his own"- -k anahysis at a rate of one per every Sp p pan" �
A. Plan Materials. All tris,shnmbs.ground cover bedding plants and lawn 25.000 square feet of planted area. These sal tests shall be conducted by an proper surface drainage. A 4"laver of mulch material shall he spread over the entire program and as may become necessary thereafter by an approved method of
shall be guaranteed from date of final acceptance of landscape construction approved A ronomic sats testing laboratory approved the est Landscape planter area after grade is established. Watering shall begin immediateh,after pest control,o keep all plants and planed areas free of insects and disease.
g Ce'Pta Pe PP g g �' PPro' 65' Prof Te
for periods as follows: Architect and City. Copies of the soil test to he provided during the Pre-construction mulching.(Grading shall accommodate the mulch) Method shall be reviewed by the Cityprior to any applications. Pest Control
job conference. shall include Gopher control. MO SC A PF
Trees 24"box&larger 1 year 5.07 Protection:
Trees 15 gal.&smaller 1 year 3.05 Finish Grading
D. Pruning Prow all plants as designated and directed by Landscape Architect. � �. urnW�
Shmhs All sizes 120 days Erect temrnpxrrary fencing or barriers to prttect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or
i
Ground Cover 120 days After rdotilling operations are complete,grade areas 0 to establish finish grades fox final acceptance. as may become necessary until the end d the maintenance program. �IV r"
Bedding Plant 120 days planing. All flow lines shall be maintained and proper tolerances shall be met after c3 oft n
Lawn(sod) 120 days settlement at the end of the project maintenance period PART 6-.]FEED ABATEMENTground o
Remove trash weekly. Edge grnd cover keep in bounds and trim top :3
Lawn(seed) 120 days from first mowing grcrwah as necessary to achieve and overall even appearance. Exterminate
_g
1- 6
Finish grading shall leave surface of the ground unifomtt_y smooth and free of abrupt 6.01 Scope of Work: gophers and moles:repair damage. �e >at
Guamideens begin after the project aoaptanee by City and at the end of the grade change �� - NQ
Provide all material. and labor necessary to perform all work as indicated Date
180-day maintenance period Landscape Contractor shall replace and plaint egUitmtrm. Pr PARTS s-ACCF.Pt'.AyCE OF ,9r
all materials which have died within the time span stated above.at no cosi 3.06 Coordination on plans,as reasonably implied,and as delineated in the specifications. F�
and within 5 days from receiving written notice from the Landscape Architect 8.01 General: £ C a1'�
orCity. If dead material is not replaced and planted within the 5 day Weed abatennert work shaft be coordinated with the installation of the irrigation 6.02 Quality Assurance:
period.City may replace dead material with new material and charge the system rototilling and soil amendment work.and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minirevm of 180(1""-,for
Landscape Contractor for all expenses incurred section). A- The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The
California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commcnee upon written
B. Constni tion Materials: The contractor shall guarantee all w•ortmatrship and PART 4-TREES AND S9RLIMS any,subcontractor licenses that are required. approval for all phases of planting installation by the City Public works Inspector.
materials for all site development.for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and
acceptance of project. 4.01 Scope of work: B. All materials and methods must conform to Federal.State,and Local
establishment.
Regulations.
1.08 Material and Labor Releaees Provide all material,equipment.and labor neeessaty to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first
shown on plans,as reasonahh'implied and as delineated in the specifications. 6.03 Submittal- after all plantings have been completely installed in order to approve the
Upon completion of the work,the Contractor shall p esrn to the City,signed copies of beginning of the establishment period.and the second at the end of the i l L C' C j.� T i7 TIO
jai 0 �-. R E. �J I S ION
N
all labor and materials releases for all work perfoxnied under Site Development. 4.02 Products establishment period. if plantings are not acceptable at the end of the 180 1J li J „ l I 1 lam/ 1 x tJ ♦ 1 v DA'FE .Wloll2OVLD
1.09 Disposal grad Clean-up' A. ),ltmenelatna Plan names indicated on the drawings cnfctm the"Standard Prior o the installation of any weed control materials,the Landscape Contractor shalt day period,due to defective maintenance,then continue establishment until
Plant Names"established by the American Joint Committee on Horticulture. snlmit to the Landscape Architect%rip'a list of the weed control materials and all work meets with the Specifications and can be approved CITY o f RANCHO CUCAMONGA
quantities per acre intended for use in controlling the weed types prevalent and
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is B. At termination of GctablishrreM period a!1 plant material shall be five.
soil material),trash and debris generated or encountered during the course of followed. expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor
landscape construction.and legally dispose of it. During the course of the work, shall furnish the Landscape Contractor and landscape Architect and City data to replaced
undamaged.and fare of tory condition
Inferior plantings shall e
remove surplus materials from the site and leave premises in a neat and clean B Condition -Plants shall be l for variety and sound demonstrate the compatibility of the weed control materials and methods with the replaced and brought All
a e-wsatis hall b•condition before final acceptance of
' intended planting and seed varieties present. work will be made. All areas shall be neatly raked and free of weeds. CHURCH STREET MEDIAN ISLANDS
condition. Clean cep and remove all remaining debris and surplus materials upon healthy,vigrtooes,free fnm plat"disease,insect pests,or their eggs,and shall
completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal mot systems,well-filling their container,buy not to the
upon the request of the inspector.
point of being rad bound. Pints shall not he erred at anytime.and in no FROM 750' EAST OF MILLIKEN AVENUE TO MALAGA AVENUE
case shall trees be topped.
PLANTING SPECIFICATIONS_
APPROVED BY: DATE: �`��1�
CITY ENGINEER RCE No. 24953
DF-SIGN AHCHI7 ERRA DESIGN GROUP RWW N1FD
SAS
LANDSCAPE
S SITE PLANNING TUBE
10221-A TRADEMARK STREET
DRAWN RANCHOCUCAMONGA,CA 91730 Stl1:L
(909),484-2800 FAX: (909)484-2802 L-1 w
CHECKED JOB NO. 0427-5 DRAWING NO.
SAS DATE 8-15-05 RLA NO. 2834 sg -
SHE r 01-