HomeMy WebLinkAbout1885-L DEVELOPER OWNER
CITY OF RANCHO CUCAMONGA
-LANDSCAPE ARCHITEC; TURAL PLANS 10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA CALIFORNIA 91730
CONTACT- CINDY HACKETT
HAVEN AVE ,NUE MEDIAN 1S .LAND ,IMP ..ROVEMENT PL= AN
19TH ST..REIET TO 210 FREEWAY
,LANDSCAPE MAI'NTENANCE DISTRICT NO . 1
VICINITY MAP GENERAL NOTES iSHEET INDEX
L-1-S TITLESHEET
L-2-S 'CONSTRUCTION PLAN
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 10. CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PLANS. L-M CONSTRUCTION DETAILS
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
11. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
210 FREEWAY ON RAMP 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE FOLLOWING CRITERIA:
CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L4MS IRRIGATION PLAN
PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC
CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. L_&S -IRRIGATION DETAILS
PUBLIC WORKS CONSTRUCTION,2003 EDITION WITH ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
CITY INSPECTOR. TIONDETAJLS
-w SUPPLEMENT. REQUIRE BACKFILL SOIL AMDNDMENTS,AS DETERMINED BY THE L-6-S IRRIGA
D PROJECT SITE 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR ALL PUBLIC TREES ARE TO BE PLANTED PER PUBLIC
WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC IMPROVEMENT PLANS ONLY.
z LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED L-7-S, PLANMNG'.PLAN
w BY LAW AND THE SPECIFICATIONS. 12- PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
> 5. CHECK FOREXISTING UTILITY LOCATIONS PRIOR TO 13. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,SOIL L4�_s PLANTING DETAILS
EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND AMENDMENTS SHALL BE ADDED AS CALLED FOR IN THE SOIL
UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO ANALYSIS, PREPARED BY SOIL AND PLANT LABORATORY,INC.
*N "'PECIFICATIO""NS
WORKING DAYS PRIOR TO CONSTRUCTION. AVAILABLE FROM THE CITY. L-9-S, IRRIGATION & CONSTRUC110' b
z 6. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT 14- ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND r-% e%u-% ICA�nolk v^
w LABORATORY, INC.AVAILABLE FROM THE CITY AND ALL ACCEPTANCE BY THE ENGINEERING DIVISION. L-10-S PLANT1Nk.:1 OVECIF No
RECOMMENDATIONS FROM SHALL SUPERSEDE SOILS
> AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
94 7. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (626)960,7911
X Mir PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION JOHNCHAPMAN
19TH S I REET FROM THE INSPECTOR THAT ESTABLISHMENT IS
ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD B. VERIZON COMMUNICATION (800)469-4340
(TYPICALLY 60 DAYS)SHALL COMMENCE. SAID MAINTENANCE
PERIOD SHALL CONCLUDE ONLY AFTER VERIFICATION OF C. SOUTHERN CALIFORNIA GAS COMPANY (909)335-7847
OVERALL PLANTHEALTH BY THE CITY INSPECTOR.
MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION, D. CUCAMONGA VALLEY WATER DISTRICT (909)967-2591
PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 10440 ASHFORD STREET
GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE RANCHO CUCAMONGA,CA 91729-0638
NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING,AND E. METROPOLITAN WATER DISTRICT (909)217-4679
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN
GOOD WORKING ORDER'WITH PROPER COVERAGE, REQUIRED F. CHARTER COMMUNICATION (909)343-5171
PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. G. SOUTHERN CALIFORNIA EDISON COMPANY (909)357-6585
8. APPLICATION OFANY CHEMICALS SHALL BE BY STATE LICENSED 7951 REDWOOD AVE.
N.T.S. PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FONTANA,CA 92336
RECOMMENDATION. H. SPRINT (800)659-9698
9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER
760-438-0525.
MAINTENANCE RESrUNSIBILITY MAP N S U"L T A N T Z03)
L A N D S C A P E CIVIL ENGINEER
ARCHITECTURE
SITE PLANNING 0"'I AL
DAN GUERRA ASSOC ATES
NTITIES 10271 -13 TRADEMARK STREET
LANDSCA ff=%Ew'pw%UArN1 10221 -A Trademark Street
Rancho Cucamonga RANCHO CUCAMONGA, CA 91730
- PHONE (909) 987-4306
201 202 203 M4 205 H"EN "ENUE OTY. SIZE (909) 484-2800
`4
(909) 484-2802
CONTACT: DAN GUERRA, P.E.
P4 TREES
Phoenix canariensis 4 151BTF
'A
Magnolia grand iflora'Majestic Beauty' 27 24n BOX chard Krumwiede
ON HAVEN AVENUE mi� a
CA Lic. #2834 AZ Lic. #29115
SHRUBS NV Lic. #446
Juniperus h. 'Wiltonii' 402
Dietes bicolor 35 CA
Festucar 0. 'Glauca' 19316
Lantana montevidensis 79
Raphiolepis i.'Ballerina' 66
Lavend ula s.'Leucantha' 243 OWN
Nandina d. 'Nana' 420 DESCRIPTION OF REVISION DATE MPROVLD
207 20Q 210 OUr
W B LDERS
40
' IT "' of RAN
(b 46
4* 0�
CD 24 19 Li T
36 17
HAVEN AVENUE
48" 8
TOTAL AREA 15,544 SO.FT. U HAVE'N AVE MEDIAN
TOTAL ACRES 0.36 ACRES
1 9TH %ob"TREET TO 21 OFWY
TOTAL RETARDANT CONCRETE PAVING 11270 SO.ff. F-4
TOTAL COBBLE PAVING 11760 SO.FT.
TOTAL CONCRETE HEADER 126 L.F.
TOTAL SQ.FT. HARDSCAPE AREA 3,030 SQ.FT. (19%) U
TOTAL PLANTED AREA 12,514 SO.FT. (811/6) NEE I
r APPROVED BY: DATE:0/
SCAp
\/,ru CITY ENGINEER,,LL��,� RCE NorA45.-,1
4� DESIGN ARCHITERRA DESIONGROUP REMMME[NDED
44 MZR LANDSCAPE ARCHITECTURE
0 . (A 00,
:3 SITE PLANNING
ftna DRAWN 10221-A TRADEMARK STREET SHEET
'to i S
7-310)6- RANCHO CUCAMONGA,CA 91730
MZR (909)484-2800 FAX: (909)484-2802
N.T.S. De CHECKED DRAWING NO.
0 F Cr;Nk SAS DATE 2-14-05 RLA NO. 2834 18a5L
ARCHITERRA JOB No. 0464 SHEET 31 OF 51
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THIS PORTION OF CURB WILL BE CONSTRUCTED PER STREET PLANS
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CONSTRUCTION LEGEND
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el COBBLE PAVING PER DETAILS A&B(CITY STANDARD DETAIL NO. 542), SHEET L-3.
CONSTRUCTION NOTES
1'-6"WIDE AGGREGATE FINISHED CONCRETE(MAINTENANCE WALK) PER DETAIL G,SHEET L-3. DESCRIPTION OF REVISION DATE APPROVED
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN
OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE 6"CONCRETE HEADER PER DETAILS B&C(CITY STANDARD DETAIL NO. 534&542), SHEET L-3.
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. CITY of RANCHO CUCAMONGA
e 4 )o LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS B & D
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. (CITY STANDARD DETAIL NO. 542),SHEET L-3. SEE LAYOUT FOR SIZE AND PLACEMENT.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. �5) COBBLE RING AROUND PALM TREES. SEE DETAIL E,SHEET L-3. HAVEN AVE MEDIAN
3. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION EXISTING 6"CURB.
PLANS. CONTRACTOR MAY ALSO REFER TO PLANS PREPARED BY DAN GUERRA&ASSOCIATES FOR ADDITIONAL SLEEVE LOCATION 19TH STREET TO 210 FWY
INFORMATION. 7 LANDSCAPE LIGHTING. SEE DETAILS F, SHEET L-3.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH
CONSTRUCTION OPERATIONS AS SHOWN. SCALE: 1 20' CONSTRUCTION PLAN
Underground Service Alert 5. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP
TRANSITIONS.
'e-O!' ' Y,
6. ALL CURVILINEAR WALKS AND MOW CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE ! -A P,6
Y-Tu CITY ENGINEER )x/4 RCE No.,
INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
Call: TOLL FREE PLAN CROSS REFERENCES Co
7. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE DESIGN ARCHITERRA ESIGN GROUP RECOMMENDE
cp rn LANDSCAPE ARCHITECTURE
PRECEDENCE. FOR NOTES AND LEGENDS, SEE THIS SHEET to 4 SITE PLANNING
1 -800 8. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. FOR DETAILS, SEE SHEETS L-3 cc_ gnature 10221-A TRADEMARK STREET
7-31-06 DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
(909)484-2800 FAX.' (909)484-2802
422-4133 9. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: FOR SPECIFICATIONS, SEE SHEET L-9 MPW L-2-S_
EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4
TWO WORKING DAYS BEFORE YOU DIG RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-7 OF CN CHECKED SAS DRAWING NO.
DATE 2/14/05 RLA NO. 2834 1885L
ARCHITERRA JOB No. 0464 SHEET 32 OF— 1
ol
CASE 1 M,0 R T A R E V EN,Vil T H FIAT SIDE UP
LX
CURB CURBANDWZ T MORTAR JOINTS TO ACCENT COBBLE.
COBBIESTONE 0=ALK
2%
-7
.4
LEGEND: 4
.4 4 1. PALM TREE PER PLAN
C-0
EQUAL EQUAL UNDERNEATH COBBLESTONE cQ
CASE 2 BOULDER PER STD542-A 2. COBBLE PLACED TO FORM UNIFORM,
(LOCATE PER PLAN) N't,41N.SOIL DEPTH AT 8
OBBLESTONE I EDGE OF COBBLE NON-GROUTED INSTALLATION.
de-CONCRETE HEADER-1/2'RADIUS 3. PLANTER PER PLAN. C-0
4 3 EXPOSED EDGES AND FINISH PER PLAN BOULDER
3mi,7 MINIMUM 1 (INSTALL AT GRADE LEVEL AT SWALE LOCATE PER PLAN
CONCRETE BED 2'IN PLANT BED CROSSINGS) lfr POLY-FOAM 4. CONCRETE MOW CURB PER DETAILS B&C, PLAN
CASE 3 6"ORB" FIN13H GRADE EXPANSION JO!NT SHEET L-2.
2.00% 2.00% 2"MAY. MORTARED STONE SWALE FETOTE271 1/2"RADIUS
DEPTH 7 r 213 5. 4"SAND BASE.
LO
*2"N`IAX nL10TE PE
DEPTH
4-
C,7 C 0
0
6. ROOTBALL.
.Co
NIIETIIED
COBBLESIONE E CONCRETECURB t3
BENEATH COBBLE W43BAR v V 7. 95%COMPACTED SUBGRADE.
z 2*.MIN./4'MAX,RAD.
#3 RE-BAR CONTINUOUS 8. SAND BACKFILL.
CURB&GUTTER SEE DETAIL FOR (UNLESS OTHERWISE INSTRUCTED) 2 5 4
6"PCCMOWCURB
0 M f N
Lu PER CITY STD.Slu END CONDITION
% ENT HARDSCAPE
ADJAC
6lPCCMOWCURB UNDISTURBED NATIVE SOIL REFER TO PLAN
PER C STD 534
all, "I PLA14TER BLESTONE 00
AREA COB
HARDSCAPE
2
5 SIDEWALK HARDSCAPE
jOIN AT RIGHTANGLES.(TYP,)
LEGEND: 5 MIN.14�MAX RAD. EXISTING CURB
OR WALK
NOTES: END CONDITION NOTES: x,
CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 1.CONCRETE CLASS520-01-250a_ NOTES: 1.BOULDER PER CONSTRUCTION PLAN,RECESSAT LEAST W OF BOULDER'S DEPTH
(D 1.PROVIDE SCORE JOINTS AT 19-O!'O.C,AND 3f8"EXPANSION INTO SUBIGRADEAS SHOIAW.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE
2.ROCK SIZES,UNLESS OTHERIMSE SPECIFIED,SHALL EE- ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION.
BOULDERS:MAX.3'0"-MIN.1'6' JOINTS AT 29-0"O.C.
CONCRETE BED UNDER COBBLES, 3"THICK MIN. CO SESTONES�MAX' 6"VATH ONE FLAT SIDE 2. &'\AADE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY- 2,117 POLY-FOAM EXPANSION JOINT AT EDGE OF PAIANGABLITTING BOULDERS.
3.BOULDERS SHALL HAVE 1.13 EMBEW.ENT.COBBLES SHALL HAVE 2(3 EMBEDMENT MAINTAINEDITURF, 3.AD,0,CENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. 7
4.AL L SPACES BEVAEEN STONES SHALL BE FILLED WITH CLASSIY MORTAR.1 PART CEMENT
WASHED GRANITE COBBLE, 6"TO 12"DIAMETER, FLATTEST SIDES FACING UP. TO 2-W PARTS SAND,2OW PSI PORTLAND CEMENT CONCRETE.(NO-DRY-PAC3-,IS ALLOV_-D) 3.CONCRETE TO BE 520-C-2500 MIN� 4,SO%COMPACTED SUB-GRADE.
- 5-A SAMPLE AREA,MIN.40 SO-FT_SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO 4.HEADERSTO BE USED AS EDGETREATMENTS TO ALL COBBLE AREAS,
SET COBBLES INTO CONCRETE BED IMMEDIATELY AFTER POURING CONCRETE, v PROCEED114G WfTH REMAINING ROCK WORK. AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK
AND PROVIDE ROUNDED TOP ON COBBLE. li 6 FINAL RESTING POSITION OFXL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR, AND BETWEEN ALL TURF AND GROUNDCOVER AREAS.
F 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF 013JECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT
NOTE:
ALL COBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING, cl
MORTAR JOINTS-WIDTH VARIES(1/4"TO 1 WIDE MAX.). 9.ROCKSCAPE SHOULD FOLLOWGRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN�AT ALL TIMES WITHIN THE R.O.W. CONTRACTOR SHALL NOT GROUT COBBLE
C\
CITY OF RANCHO CUCAMONGA,CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA AT BASE OF PALM TREES ONLY.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
If 05 '1' COMPACTED SUBGRADE. APPROVED BY: STANDARD PLAN APPROVED BY' APPROVEDBY: STANDARD PLAN
RIVER WASHED GRANITE STANDARDPIAN BOULDER PLACEMENT
tl CONCRETE HEADER SECTION
U. COBBLESTONES 542 534 542-A
TCITY ENGINIEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCT ION CITYENGINEER DATE USE VATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I
.C.E. SHEET I OF I CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUSLICMRKS CONSTRUCTION SHEET I OF i R�C.E. ---- --
R.C.E�
PALM TREE
amp
bu 'ER B%Y'f PAVING COBBLE RING Ca
COBBLE PAVING MEDJAN NOSE COBBLE PAVING CONCRETE nrinEADER U L[o".
E111111111111111
SCALE.* N.T.S. #542 ALE: N.T.S. #534
M TO IRRIGATION CONTROLLER PALM TREE
TO ELECTRICAL PEDESTAL LIGHTING TO BE CONTROLLED 120 VOLT LANDSCAPE 21-011
BY A PHOTO CELL AND 2 POLE LIGHTING -LUMIERE-MODEL
CONTACTOR NO. 301-BK-120V/50 WATT
SEE DETAIL F,THIS SHEET
f 4
Z_:_- - -- - - -- ---.__
------ ----------- UPLIGHTS IN MEDIAN 2.00%
cw= uj = -)1—1- ..-
c\I --------------
> ....... . .......
< UTILITY POLE OR ----- ........
"K—STREET LIGHT STD.
z
w CONDUIT SIZE AS REQ.
T_
2 3
FIXTURE SCHEDULE,
DESfRtPTtQN_ MODELA L MP VOLTAG.E.
LUMIERE 120 VOLT ACCENT 301-BK 120 VOLT/50 WATTS LEGEND'
TREE LIGHTING TREE BUBBLER SUMP(4) PER
TREE. SEE DETAIL J, SHEET L-5
Q) MEDIAN CURB ONLY.
CONTRACTOR TO PROVIDE 120 VOLT CIRCUIT FROM CONTROLLER LTO LIGHTS.
f 131 411 P.C.C. w/AGGREGATE FINISH.
CONTRACTOR TO INSTALL PHOTO-CELL AND ALL NECESSARY WIRING FROM
CONTROLLER-PEDESTAL AND WIRE TO 120 VOLT LIGHTS. CONTRACTOR TO USE'
12 GA. MIN.WIRING. U3 COMPACTED SUBGRADE.
rl
9"ll A PALM LIG1 'TING BUBBLER SUEMP MAINTENANCE WALK
PALM TREE LANDSCAPE LIGHFINC.3 (Tv*Tf P I CIA!'%L
ALE: N.T.S. SCALE: 1/2" V-011 ALE: 1/411 1 1-011
D B-f-3 C"'R I P T I N 0%F CE V I E%)I CD N DATE APPROVED
I R a
U C A M`% NL'p:mft) A
L; IT Y 0% f A N I I u u
'H"AVlr=mwN AVE MEDIAN
SCAP,e '41 9TH STREET TO 210 FWY
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�p %In CONOSTROUCTION DETAILS
Signat
APPROVED BY: DATE %.3
�h DaA CITY ENGINEER R C E N o.24953
DESIGN ARCHITERRA DFSIGN GROUP RFCOMMENDED
OF N GHS LANDSCAPE ARCHITECTURE
SITE PLANNING
10221-A Trademark Street
SCALE: N.T.S. ------ DRAWN RANCHO CUCAMONGA,CA 91730 SH
GHS/MPW EETL-3—
CHECKED DRAWING NO.,
SAS DATE 2/14/05 RLA NO. 2834 1885L
A.D.G.# 0464-5 SHEET 33 OF 51
4P
w
z
wl zi REPAIR ASPHALT TRENCH, CURB/GUTTER
z
=j AND SIDEWALK PER CITY OF RANCHO
w
w < CUCAMONGA STANDARDS 101, 104 AND 120.
%m m so m m m m m 11111 m m m m 11111 11111 m 11111 m m m Immom m m m 11111 11111 11111 m m m m m n m m m w 111111 m m a m IIIIIIN
<z>
W
F REPAIR
A I[
ND
CUC
AM
Z E
w a 0
z 0 de,777,,%
z mm on moon mmm CONTRACTOR TO PLACE IRRIGATION CONTROLLER
< 0
co (jj EFAND TREE LIGHT CONTROLLER IN SEPARATE STRONG
<1 11 TL , a
0 BOX ENCLOSURES PER DETAIL F,S7HEET L-5,AND
��=iiiiiiiiiiJl Ali is 1. =DETAIL D,SHEET L-6
REFER TO P.O.C. LIMIT OF WORK
CONTRACTOR TO SET NEW ENLARGEMENT,
WATER METER HOT TAP OR THIS SHEET BELOW. fall
ONTRAI
ATER Iii
ANIF L
MANIFOLD FROM 19TH STREET
WW I
1-11 6"=MAINLINE SLEEVE
FNEW WATER MAINLINE. 2 life it
MAINLINE&WIRE SLEEVE SHOWN FOR CLARITY ONLY.
6"MAINLINE 4"RCV WIRES SLEEVE CONTRACTOR TO PLACE SLEEVES IN ADJACENT
I It _�
SLEEVE PLANTER.
Rill
= 11 :1 11 0
cm 1-1/2 TREELIGHT110V
200 201 .0 IRE SLEEVE _j
—w — —y i- — i — — _11-11-- — — — 202 203 204 7 205 18 1 6 17 2 w
w — ------L_
jal 11 it sm em m m iii 2n m m m Im m m on m m Iii m
0 M 11/4"
V. 114' 3/4 114' 11/4! 3/4P w
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1314 1 w
U_ 3W
------ CO
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(3) ------------------------- M.M _j
PROVIDE(4) FOUR SPARE WIRES TO MEDIAN
AVENUE <
HAVEN CONTROLLER TO HAVE OPEN CAPACITY FOR FUTURE PARKWAY
2
PROVIDE ADDITIONAL DRIP TO TREES(MAGNOLIAS)
LIMIT OF WORK
COO
0
SLEEVING NOTE: POINT OF CONNECTION NOTE: TYPICAL CONTROLLER NOTE
CONTRACTOR TO FIELD LOCATE SLEEVE FOR MAINLINE CONTRACTOR TO INSTALL(1)CALSENSE CONTROLLER,
VALVES WIRES AND TREE LIGHT WIRES, NEAR STATION CONTRACTOR TO,MAKE POINT OF CONNECTION IMMEDIATELY MODEL NO. ET2000-24-LR-RR-TP-1,TP-1 10, WITH RR-DOME ANTENNA. CONTRACTOR
POINT 204+30.00. CONTRACTOR TO PROVIDE 1 10V TREE DOWNSTREAM TO A NEW 1" DOMESTIC WATER METER. EXTEND SHALL PROVIDE ONE, (1)STAINLESS STEEL METERED MOUNTING PEDESTAL
LIGHT WIRE SLEEVE ALONG PLANTERS w/PULL BOXES NEW 2rrYPE"W'COPPER SERVICE PIPE AND INSTALL A 11/441 (STRONGBOX MODEL NO.SB-16-SS-120 VOLT) FOR IRRIGATIONCONTROLLER.
EACH 100 FEET 0.C. REDUCED PRESSURE BACKFLOW PRIEVENTER,A PRESSURE COORDINATION OF FINAL HOOK-UP OF CONTROLLER SHALL BE THE RESPONSIBILITY.
REGULATOR,A 1-1/441 FLOW METER, AND A 1-1/2"MASTER VALVE AND OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE
EXTEND MAINLINE TO VALVES AS SHOWN. CONTROLLER SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA PRIOR
P.O.C. VALVE CALLOUTS CONTROLLER TO INSTALLATION. CONTROLLER SHALL BE OPERATIONAL PRIOR TO CITY'S
PRESSURE REGULATOR NOTE.- ACCEPTANCE OF PROJECT.
STATIC WATER PRESSURE: 140 P.S.I. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH
18 70 P.S.I.
111 19 r7 r10 CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE A REPRESENTATIVE OF THE CITY AND A CALSENSE REPRESENTATIVE.
4�24 13
r N 5 t716 4 PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO SYSTEM DESIGN PRESSURE:
1 114"" 1394 1 114"' 1201 N&T6-96 1 114-" 676 111 1 1" OPERATE EACH VALVE AS NECESSARY. MAXIMUM IRRIGATION DEMAND: 26 G.P.M. CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT:
iiiiml� 11
MEN 1:1
"w mliiiill 1!! 111 ;:;:! CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA (619)436-0525.
2 20 5 21 18 23 t`ii I\ 3 3
1 ivy
1 114 1 06 1114 1 1114 76 1 1 114"' '885 _bAR11P 1 DRIP In
CH A 17-1
r6 \21 15 5 18 6
3 r9 18 r12 N 22 ri 5
1 114 1263 1 1/411 1172 1114 670 1 114" LIMIT OF WORK
,VDRIP 1 DRIP
IRRIGATION MAINLINE SHOWN FOR CLARITY ONLY.
CONTRACTOR TO PLACE MAINLINE IN ADJACENT
w PLANTING AREA.
> 3
0
<m 6 207 9 16 2 5 15 20 10 209 11 14 3 4 13 210 12
on mm m fiffi m = m 211
INK m im m m m m m m m m vii m m m m m m m 0 m m m ON In m 11111
m m m m m m m
Nil
1114A /4"-n -.110 34, 11/2 11/4"
w
7777777!-71 -T-47 314
w A 3T
—A—A-kp At- x=�A, Y� -A 3/4 U.
ljr� , ! — 13wy
.4 UY
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4� Vff,
% 0 L I
0 0 3/4
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3/4!
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z
in
3/4" 1 34 31411
---------------------------------------------------------- ----------------------------------------------------------
0 -------------------------- -------------------------------- ---------------------------------------------- ----------- ---------------------------- -----------0
17— WIRE SLEEVE SHOWN FOR CLARITY ONLY.
< CONTRACTOR TO PLACE IN ADJACENT PLANTING
AREA.
"HAVEN AV EN Usm E
I qim��
LIMIT OF WORK
-------- -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
IRRIGATION LEGEND U EQUIRNM Lr ir
I" DOMESTIC WATER METER PER CUCAMONGA COUNTY WATER DISTRICT
E
SYR MANUEACTURE-13 MODELNUAdBEFA _D.ES.CB1PTKw BADWS. -GYM- P-S-L NIBCO T-585-70-66 LINE-SIZE GATE VALVE
o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 51 .20 30 WILKENS 500 SERIES 114' PRESSURE REGULATOR
NEW 1"WATER METER RAINBIRD 1812-SAM-PRS-5VAN POP-UP-SPRAY HEAD 51 .40 30 FEBCO 825-Y-BV-1.25 1114"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A
W/2"SERVICE PER CVWD I COAST GUARDS HACK ENCLOSURE MODEL#CGS 2
STANDARDS 2 AND 2A RAINBIRD 1812-SAM-PRS-8H POP-UP-S PRAY HEAD 8 .50 30
on 0 age REDUCED PRESSURE 0 RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 81 1.00 30 CALSENSE FM-1.25B 11/4"FLOW METER
BACKFLOW DEVICE PER SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE
CVWD STANDARDS 2 AND 2A I
HOT TAP PER PRESSURE REGULATOR V RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8 70 30 CALSENSE ET2000-24-LR-RR-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER DESCRIPTION OF REVISION DATE APPROVED
CVWD STD. 11 A V RAINBIRD 181 2-SAM-PRS-1 OH POP-UP-SPRAY HEAD 101 .80 30 TP-1 1 0,W/LR-DOME INSTALL IN STRONG BOX METER PEDESTAL MODEL NO.SB-16SS/120 VOLT
NEW 16"WATER LINE M MASTER VALVE RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD APPROVED ELECTRICAL CONTROLLER-INSTALL IN STRONG BOX METER ENCLOSURE NO.MPS-A16-10K
a 10, 1.60 30 CITY of RANCHO CUCAMONGA
FLOW METER I RAINBIRD EFB-CP-PRS-D ELECTRIC'REMOTE CONTROL VALVE,SIZE AS SHOWN
+ RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 10 .80 30
CONTROLLER RAINBIRD EFB-CP-PRS-D 1"ELECTRIC REMOTE CONTROL VALVE W/NETAFIM LOW VOLUME CONTROL ZONE
RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 KIT MODEL#LVCZ10075-LF HAVEN AVE MEDIAN
RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150' O.C.
10 011 SEE CONTROLLER NOTE 0 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER 19TI1STREET TO 210 FWY
##* ABOVE * RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' 0.70 30 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12"
r1w D.C.NOTE 'A' ABOVE
0 0 m RAINBIRD 6"PVC RISER W/PA80-1401 BUBBLER FLOOD .25 30 APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED SCALE: 1 20'
8"o 0 0 NOTES: APPROVED WIRE PULL BOX @ 100,O.C. IRRIGATION PLAN
underground Service Alert
POINT OF CONNECTION ------ NETAFIM TLCV9-1210 TECHLINE CV LOOPED 8'DIA.AROUND EACH MAGNOLIA TREE.
ENLARGEMENT 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO ,p BY: 45
PROVIDE 100%COVERAGE,AND TO REDUCE OVERTHROW ONTO WALLS,WALKS,ASPHALT AND NETAFIM TLCV010 TECHLINE CV BLANK TUBING INSTALLED IN BETWEEN LOOPS A P,6
C3 STRUCTURES,AS MUCH AS POSSIBLE.SEE DETAIL W,SHEET L-6. CITY ENGINEER CJV�Ve,& RCE No. 24953
Call.- TOLL FREE REPAIR ASPHALT TRENCH, CURB/GUTTER V A 0119 , ,2� �� ...1-11
AND SIDEWALK PER CITY OF RANCHO CUCAMONGA DESIG ARCHITERRA DtSIGN GROUP RECOMMENDE
ALV`E Si/mmOING IK"r E Y PLAN CROE'li REFERENCES "o, PAC LANDSCAPE ARCHITECTURE
STANDARDS 101, 104 AND 120. CA SITE PLANNING
1 =800 :3 -1. p 10221-A TRADEMARK STREET
na J, DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
FOR PRESSURE LOSS CALCULATION INFORMATION, SEE SHEET L-6. VALVE1 1 10foiliPM FOR NOTES AND LEGENDS, SEE THIS SHEET �71g3j/0 (909),184-2800 FAX: (909)484-2802
422=4133 FOR DETAILS, SEE SHEETS L-5 & L-6 at FAC L-41111i
Lp
VALVE SIZE 314" 22*--SQ. F7. FOR SPECIFICATIONS, SEE SHEET L-9 0i
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 CHECKED DRAWING NO.
OF SAS DATE 2/14/05 RLA NO. 2834 1885L
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-7
ARCHITERRA JOB No. 0464 SHEET 34 OF-51
< COAST GUARD SHACK ,p-BACKFLOWPREVENTER TO SPRINKLER-ANGLE PIPE TO
LU ENCLOSURE.MODEL CGS- ASSEMBLY SPECIFIED DEPTH VOTH 45'ELLS
NIPPLE-TYPICAL SCH 40 PVC MALE ADAPTOR
< (4)PLACES SCH 80 PVC UNION, "SNAP-TITE'WATERPROOF
w
ca < CONNECTORS OR EQUAL
ROUND PLASTIC VALVE BOXA w PVC NIPPLE
WHITE Of
w z COVER ETCHED"IRRIGATION GATE' < El ECTRIC CONTROL VALVE
0 < (CARSON OR EQUAL) BLU_ IRRIUA"FION NOTES
< _j
jr 0- NIPPLE PLASTIC VALVE BOX AND LOCKING
0 < COVER(CARSON OR EQUAL),
w I
FINISH GRADE 6"THICK X 12'VvIDE RED MARKED WITH'IRRIGATION RCV"
PRESSURE TE PAD(LENGTH AND ETCHED WITH CONTROLLER 1. NEW WATER METER(SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT
z LU
CONCRE < AND VALVE SEQUENCE
REGULATOR VARIES PER SIZE/ *BLACK WATERPROOF ALLWIRE i ALL POINTS OF CONNECTION.THE CONTRACTOR SHALL MAKE ARRANGEMENTS
SEE LEGEND BRASSWYE MANUFACTURER)SLOPE TO IRRIGATION CONTROLLER CONNECTIONS 0- ff
FOR MAKE AND STRAINER WITH = i� z (9
60 MESH co 6".MIN, FINISH GRADE AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER,
MODS NO. 2i DRAIN AT MINIMUM 2% 1.0--44
BALLVALVE-I lr2'ORSMALLER WITH MONEL SCREEN PIGTAIL EXPANSION co INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA COUNTY
STAINLESS STES HANDLE 12! FINISH GRADE PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24"LONG) WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
UNION EQUAL)WITH PLASTIC INTEGRATED
RESIUENT WEDGE-Z'OR LARGER WITH PVC SLEEVE LOCKING LID.PLACE AT GRADE IN j I SI
GATEVALVE 7!OPERATING NUT j6v AV A REQUIRED FOR TURF AREAS AND 3"ABOVE IN
EPDXYCOATED X PIPE THROUGH PLANT BED, 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED
CONCRETE PAD PIGTAIL EXPANSION :E BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW
VALVE
LOOP(MIN.24-LONG) 04
OD 22: M WATE NIPPLE-TYPICAL PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER
R SOURCE (2)PLACES SCOTCH LOK EPDXY FILLED PIG TAIL EXPANSION VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY
CONNECTORS FOR ALL FLOW WHITE LOOP(MIN.24"LONG)
90%COMPACTION SCH 40 PVC MALE 0 STANDARDS AND SPECIFICATIONS, MANUFACTURERS"RECOMMENDATIONS AND
REQUIRED ADAPTOR SENSOR WIRE CONNECTIONS. (COMMON) 2 BRASS ANGLE
INSTALL SCOTCH LOKS 2 FLOW LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON
IMMEDIATELY AFTER BLUE VALVEWfUNION SITE BY A REPRESENTATIVE OF THE CITY.
INSTALLING FLOW METER. UF 4
W' zo 3/4�'WASHED
rO METER RES CRUSHED AGGREGATE
r LINE TO SYSTEMS RED 04 SCH 80 PVC NIPPLE 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST
GUARDSHACK CGS-2 STAINLESS STEEL ENCLOSURE WITH LOCK, AND SHALL BE
7 1 RIGID PIPE AND RELATED FITTINGS SHALL RE PER ELBOW BLACK MASTER CONTROL
2� CUCAMONGA COUNTY WATER DISTRICT STANDARDS. TYPICAL(4)PLACES as VALVE SCH 80 PVC UNION INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
�5; CONTRACTOR SHALL VERIFY WTH CCWD PRIOR TO FLOW METT
.3/VWASHED CRUSHED CONTROL&COMMON W RES POSSIBLE.
AGGREGATE TO BE
(0 ETER PLACED TO A DEPTH OF
NOTES: CONSTRUCTION. M INLINE DIAM
SAME AS FLOW
1.INSTALL PER LOCAL CODES. METER SIZE 6"IN FLOW METER AND
2.EQUIPMENTTO BE INSTALLED AT A MINIMUM OF 24"FROM ANY INUNE DIAMETER MASTER VALVE BOX. 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED
STRUCTURES OR HARDSCAPING. 'SAME As FLOW AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
3.WHEN UNIT IS NEXT TO A STRUCTURE(111 WALL,BUILDING,ETC.) METER SIZE MINIMUM DISTANCE DOWNSTREAM OF PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFL-ICTS BETWEEN THE
3f,4!'WASHED CRUSHED MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. UNINTERRUPTED PIPE(SX DIAMETER BRASSNIPPLE
AGGREGATEBASE 4.ORIENT UNIT PARALLEL TO STREET. OF FLOW METER SIZE) SPRINKLER SYSTEM,WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND
NOTES. SCH 80 PVC SXSXT TEE EQUIPMENT, AND ARCHITECTURAL FEATURES.
I.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE PRESSURE SUPPLY LINE
N MULTIPLE FLOWMETERI M.V.
MINIMUM DISTANCE UPSTREAM OF c NOTES:
2.INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. cl 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF INSTALLATIONS MAXIMIZE THE
3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. c� DISIMILAR METALS. UNINTERRUPTED PIPE(I OX DISTANCE FROM THE'TEE"TO 1.INSTALL CONTROL VALVES A MINIMUM OF 171 FROM STRUCTURES OR HARDSCAPING. 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON
4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 7.VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER DIAMETER OF FLOWMETER SM EACH FLOW METER TO MINIMIZE 2.INSTALL VALVESiN PLANT BEDS V-MERE-VER POS61BLE NEXT TO SIDEWALKS. PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL
5.ATTACH PLASTIC VALVE IDENTIFICATION TAG VVITH APPROPRIATE CONTROLLER AND WHEN MAINUNE IS 3"OR LARGER. TURBULENCE. 3.PLACE VALVE BOX AT RIGHT ANGLESTO STRUCTURES OR HARDSCAPING.
C�4
VALVE NUMBER INSIDE VALVE BOX NOTES: DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
cl 8,IF A PRESSURE REGULATOR IS REQUIRED,IT SHALL TO BE INSTALLED ON 1.MAXIMIZE DISTANCE BETWEEN FLOWMETER AND MASTER VALVE. 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
THE INLET SIDE OF BACKFLOW LOOP. cl 5,ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER TO WIRE INSIDE VALVE BOX.
cl 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL
C! CITY OF RANCHO CUCAMONGA, CALIFORNIA a
c� CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA UNDERGROUND UTILITIES, PIPES AND STRUCTURES,AND SHALL TAKE SOLE
Qcl'7PROVEO BY:
VALVE 'STAN DARD RAN APPROVED BY: CITY OF RANCHO CUCAMONGA,CALIFORNIA cl APPROVEDBY: STANDARD PLAN
STANDARD PLAN P! RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY, FOR
REDUCED PRESSURE 6APPROVED-BY: REMOTE CONTROL VALVE WTH
STANDARD PLAN
3"or smaller 518 LL ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
ff, BACKFLOWPREVENTER 517 FLOW METER INSTALLATION SHUT-OFF VALVE&UNION 520
CITY ENG9�EER DATE USEWITH STANDARD SPEURCATIONSFOR PUBLICWDRKS CONSTRUCTION 516
L R,C.E, SHEET I OF I QCITYENIGINEER DATE USE WTH STANDARD SPECIFICATIONS FOR FUEL IC WORKS CONSTRUCTION SHEET I OF i OTYENGINEER DATE USEWITH STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION SHEET I OF i
CITYENGINEER R�C.E,
W R.C.E. 17E USE WITH STAN[APD SPECIF ICAT IONS FOR PUBLIC WDRKS CONSTRUCTION SHEET 1 OF 1 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES
FOR-OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS,
WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A
LINE SIZE GATE VALVE BACKFL%0I,..wjj'kW PR%E`v'FENTER MASTER VALVE REM(lO)"TE CCOO)"N'TROL VALVE PRESSURE COMPENSATING NOZZLE SCREEN(PCS) IN ALL SPRINKLER HEADS AT
INITIAL CONSTRUCTION.
ALE: N.T.S. #528 CALE. N.T.S. #517 SCALE: N.T.S. #516 SCALE* N.T.S. #520 8. WHEN VERTICAL OBSTRU I N (FIRE H R LI HT TREE , E
INTERFERE WITH THE SPRAY 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
STRONG BOX MODEL NO: CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO
STAND ALONE CONTROLLER WITH ANTENNA +0 24' SB-16SS/120V PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO
ADDITIONAL COST TO THE CITY.
LRIRR DOME ANTENNA
PORT LOCATED OUTSIDE OF ROUND PLASTIC VALVE BOX&COVER- STRUCTURE OR "SNAP-TITE'WATERPROOF
BOX.INSTALLATION/LOCATION NOTE: ETCHED'QG'(CARSON OR EQUAL) HARDSCAPING CONNECTOR OR EQUAL
PER CITY AND CALSENSE COAXIAL CABLE
REPRESENTATIVE. ENCLOSURE TO BE GROUNDED PER FINISH GRADE WIRE SERVICE LOOP(LOOP 9. INSTALL ONE(1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE
LOCAL CODE GROUND ROD TO BE
INSTALLED INSIDE ENCLOSURE.ON 6'MIN ENOUGH VVIRE TO EXTEND WIRE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH.
CALSENSE CONTROLLER CONTROLLER SIDE, AT GRADE IN TURF AREAS BUNDLE U'ABOVE GRADE) PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPSIN
MODEL.NO,PER PLANS 18"MAX I
IN-NON-TURF AREAS ENCLOSURE FOR IRRIGATION WIRING.
SPLICE BOX COVER WITH
CALSENSET13110 LOCKING TOP ETCHED S'B. IS
CALSENSE HARNESS
120 VOLT DUPLEX FINISH 10.IRRIGATION SYSTEM BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER
OUTLET(GFCI),NOWSWITCHED, GRADE WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS)
CONTROLLER TO BE WIRED CALSENSETP-1 BOARD
'HOT'� 3-6'X X-6'X 6"CONCRETE AT GRADE IN LAWN AREAS APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00
TERMNALSTRIPSTO 2% FOOTING INSTALL A MINIMUM OF ___J&'IN PLANTER BEDS
3"ABOVE GRADE AND SLOPE 33 DNP QUICK P.M.TO 5.00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
MATCH CONTROLLER 4 TOP TO DRAIN AT MINIMUM OF 2%. COUPLING VALVE
SIZE.
NO OPEN ELECTRICAL WIRING V14 WITH PURPLE
SHALL BE IN CONTROLLER RUBBER CAP 11.THE SYSTEM IS DESIGNED R THE I RE UR A H W
MOUNTAREA. Q FIELDWIRES co COMMON WIREICONTROLWIRES IN STAINLESS STEEL AT EACH POINT OF CONNECTION. I HE MAXIMUM DEMAND OF GALLONS PER
PVC CONDUIT. SCREW CLAMP
ALL CONNECTIONS SHALL Z> MINIMUM(3)PLACES MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE
BEWATERTIGHT'OUTDOOR z 17'X IWGREEN PLASTIC METER AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF
TYPE'CONNECTIONS. 120 VOLT WIRE IN RIGID STEEL 314!'WASHED
CONDUIT(PER LOCAL CODE) 0 tWEEP ELL t" CRUSHED BOX.CARSON OR EQUAL
co INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE
TO POWER SIDE OF CABINET (TYP-) AGGREGATE BASE
ENCLOSURE MOUNT wl�, (0 CITY.
I(gy 161, JA
NOTES: LURR DOME ANTENNA PORT SCH 40 BRASS NIPPLE 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-24(STATIONS) -LR(LOCAL
HEAVY DUTY WEATHER-RESISTANT LOCATED OUTSIDE OF BOX.
1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONSAND PER LOCAL PHOTO ELECTRIC SWITCH FOR SECURITY INSTALLATIONILOCATION PER SCH 40 BRASS NIPPLE RADIO)/RR,WITP1,TP1 10 AND LR DOME INSTALLED WITHIN A STRONGBOX(SB)
PRIOR TO CONSTRUCTION. PLANS. .9�9 24"LONG 24SS/120 VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNTTHEANTENNA
CODES.LOCATION TO BEAPPROVED IN FIELD BY THE CITY INSPECTOR LIGHT CONTROL AS REQUIRED PER 00 CITY AND CALCENSE REP.
2.CONTROL WIRE,9EQUENCE TO CORRESPOND TO THE PLAN'S DESIGN I - 1- PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER
ELECTR C METER-TO BE INSTALLED
IC E SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT
SEQUENCE OF REMOTE CONTROL VALVES. CALSENSE CONTROLLER IN SEPARAME STRONGBOX MODEL NO�
MODEL NO.PER PLANS. MPD-AIG-IOK
3�RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL
BRANCH OF THE MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE REFER TO CONTROLLER
WIRE AT THE ENCLOSURE. INSTAUATnN STD. SCH 40 BRASS SO El PRIOR TO THE CITYS ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO
SECURITY LIGHT Z/24VOLT WIRES.TAPED AND BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
4.COMMON WIRE TO BEWHITE AND CONTROL WIRE TO BE RED OR BLACK TIMER REQUIRED PER SCH 80 PVC 90 SCH 40 BRASS 90 BUNDI ED AT 15 FT.INTERVALS
IN COLOR PLANS. STREET ELL STREET ELL
&NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE FINISH 87 V GROUND ROD PRESSURE SUPPLY #4 REBAR STAKE 2 CU.FT.PEA GRAVEI 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDEDFOR THE CONDUCTORS
GRADE
CONTROL VALVES. MIN. LINE FITTING (24"LONG) AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION
20
120 VOLT WIRE IN RIGID cl CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,
6.LRfRR DOME ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO V4 STEEL CONDUIT(PER
(LR)AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER If LOCAL CODE) PRESSURE SUPPLY LINE COORDINATED AND PAID FOR BY THE DEVELOPER.
SYSTEM PRIOR TO ACCEPTANCE. 2"SCH 40 CONDUIT 4 A IF4
a FOR SECURITY LIGHT
WRING,
NOTE: 6
7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE,
ct 1.PLACE AGGREGATE PRIOR TO RISTALLATION OF VALVE BOX 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE
AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.
CITY OF RANCHO GUCAMONGA, CALIFORNIA am)
C5 CITY OF RANCHO CUCAMONGA,CALIFORNIA 6 CITY OF RANCHO CUCAMONGA,CALIFORNIA 9 CITY OF RANCHO CUCAMONGA, CALIFORNIA
I�APPROVED BY: CN - -UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT
P�APPROVED BY STANDARD PLAN CONTROLLER ENCLOSURE STANDARD PLAN APPROVED BY: STANDARD PLAN 6 APPROVED BY STA14DARD PLAN 15.ALL POP
CONTROLLER ASSEMBLY 2
u 0 QUICK COUPLING VALVE 24 VOLT SPLICE BOX THE TOP OF THE SPRINKLER HEAD IS 1/4�'-ABOVE FINISHED GRADE.
LO INSTALLATION-TYPE A 524 TYPE A 522 Ill 536 Lu 540
U) co
IL CITY ENGINEER DATE USE WITH STANDARD SPECFr-ATtONS FOR PUBLIC WDRKS CONSTRUCTION SHEET I OF 1 11 DATE I
CITYENGINEER DATE USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF i 01R.CFE._24953 iu CITY ENGINEER U'SE WITH STANDARD spEciFicAmms FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I ej CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I
RCE�_
ff lk L I '_E
V0` mlm SIPP"Llow"A
GUINT. PED. SB-1 6"SS-1 2v v I I
u u V'A L'%vl E
CONTHO'O"LLEK' ASSEMBLY QU14"NK C01 'PLER '
N.T.S. #522 #536
SCALE. SCALE. #540
N.T-S. #524 SCALE: N.T.S. ALE: N.T.S.
POP-UP SPRAY HEAD BODY _j!3�-IZ'DIAMETER CLEAR A P
GRADEOFSOIL. MULCH PER CITY
SET TO IM"ABOVE FINISH
STANDARDJAPER GO
AWAY FROM HEAD 1�0
RAIN CAP FINISH SOIL GRADE c p ton
FINISH GRADE
LEGEND:
S n re
f -1 N
15 7 1. MULCH BED.
1-6" PVC COUPLER____l 1. "N w
It 2. FINISH GRADE.
< Lp
Lu OIN /bate
3. PVC LATERAL LINE,SIZE PER PLAN.
4. AUTOMATIC CONTROL VALVE PER PLAN. OF CN
-BUBBLER T_
o.- --e
.,Z,. OCR 5. PRESSURE REDUCER(OR FLOW CONTROL)PER PLAN.
00
&� z
14 5 13 6. IN LINE WYE FILTER-TURN UP FOR MAINT.
cp
a (3)
Do 18 19
C, 7. WATERPROOF WIRE CONNECTORS SCH 80 PVC NIPPLE
SEWER PIPE ,'0 c,
Clio c� COUPLER PER SPECIFICATIONS. (MINIMUM Z'LONG)
cz
8. PILOT WIRE.
19 SCH 80 NIPPLE-U'LONG SCH 40 PVC
9. COMMON WIRE. �T XT 90*ELL
cp:l MARLEX 90'STREET ELL
#4 WASHED GRAVEL -too Do 10.PEA GRAVEL(MIN.3 CU.FT.)
13" E S C IR I-rff-" T 10 N F R E"Y'r I S I f 0" N
PVC SCH 40
0.01 01-0� 11.BRICK SUPPORT(4 REQUIRED). DATE "PROVED
9 LATERAL
10 MARLEX 900 B-L
C. 12.RECTANGULAR VALVE BOX W/BOLT
loop 17� 8 9 6 (101 11 LATERAL FITTING T rl u UC AM N'. A
09 16 DOWN COVER PER SPECIFICATIONS. NON-PRESSURE %ff I I I I I I
cID CIT " of ' ANCH" C U U
13.PVC UNION FOR SERVICING ASSEMBLY.
NON-PRESSURE LATERAL LINE
14.BALL VALVE.
NOTES:
1. INSTALL VALVES A MINIMUM OF Z APART, .2FROM 15.CONTROL WIRE EXPANSION LOOP. HAVEN AVE MEDIAN
NOTE: STRUCTURES,OR HARDSCAPE IN SHRUB AREAS, NOTE
2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 16.PRESSURE MAINLINE. 1.LOCATE HEAD 7TO 6'FROM WALKS,CURBS,HARDSCAPiNG,MOW STRIPS, i A
3. PROVIDE VALVE I.D.TAGS PER SPECIFICATIONS. AND EDGES OF LAWN. 0""Tn' ' STREET TO 2 10 FWY
2�USE TEFLON TAPE ON ALL MALE THREADS.
1. DEPTH OF SUMP SHALL BE PER SOIL CONDITIONS 4. HEAT BRAND BOX"DRIP RCV'. 17.PVC SCH.80 TEE. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
OR 3'MIN. 5. USE A NON-HARDENING TEFLON'PIPE SEALANT(SPECIFIC FOR COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
9
PVC)ON ALL THREADED CONNECTIONS. 18.PVC SCH.80 ELBOW. 4.HEAD CONNECTION AT BOTTOM INLET ONLY.
19.PVC SCH.80 NIPPLE.
6 A LS
CITY OF RANCHO CUCAMONGA, CALIFORNIA IRRIGATIUN DET ' 1
APPROVED BY: STANDMDPI_kN
POP-UP SHRUB SPRAY HEAD APF-"ROVED rb""Y":
539 D AT E JIA/ezS- .
�j CITY ENGINEER DATE USE WITH STANDMI3 S�IECFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I
R�C.E. F& I
CITY ENGINEE R C E AM. 24953
DESIGN ARCHITERRAbESIGN GROUP RF-COMMFNDIED
TREE BUBBLER" 00%-"-%U`MP
DRIP VALVE ASSEMBLY 12 11 sms a 0 IP 0 P a NP S' lRl 'B tHEAD LANDSCAPE ARCHITECTURE
%J ri GHS
SITE PLANNING
10221-A Trademark Street
SCALE: N.T.S. #545 ALE: N.T.S. DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
CALE: N.T.S. #539 LE: N.T.S. GHS (909)484-2800 FAX: (909)484-2802 L-5-S .
-REVISED:
CHECKED DRAWING NO.
SAS DATE 2/14/05 RLA NO. 2834 1885L
BI_U
?RED
A.D.G.#0464-5 SHEET 35 OF 51
HARDSCAPING(SEE NOTE 4)
1800 PCS SCREEN PERFORMANCE 4'.Z4
IV4
SPRAY PA' "INISH SURFACE TO PLACED NO SOONER
IELLA-RUBBIEM TYPE C2-AR-4000 A.C.F
'I
PROJECT: HAVEN MEDIAN BY: FAC TI HTrN_14 DAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING,
--MO-DEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-6-9-0 -P-CS-125 PCS-175 PCS-260 PC -370 STATIC PRESSURE HIGH: 150 LOW: 140 EE NOTE TYPE B-AR-400D A.C.BASE TO BE PLACED VATHIN
GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 r 7 72 HOURS AFTER CONSOLIDATION OF BACKFILL
COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED SOURCE OF INFORMATION: RUSSEL BUTT JOIN "V,
11 SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT IF DIST.IS<,V THEN A.C.
8F 3s 51
2'MIN MUST BE REMOVED AND
8H 2'_ 4' 11 77 81# PHONE NUMBER: (909) 987-2591 2"MIN
8T - 31 51 5' 91# VALVE STATION/GPM: STATION: 15 GPM* 26 CLEAN BACKFILL-SEE
8Q 21 51 7) 77 SPECS.FOR MATERIAL.
90%COMPACTION REQUIRED
1OF - - 81 51 81 10, ITEM: F-si-LOS&
95%RELATIVE
10H 2' 6' 2' 10, ill# COMPACTION MIN.
W PROVIDE G'MIN.OF SAND
10T - 2' 6l 7' 101# t-- i BEDDING AND SHADDING
WATER METER SIZE: 1 26 GPM 4.00 V: ............................
10Q 2' 5' 8' 7' 11 (P z CLEAN BACKFILL-SEE ........................
- PRESSURE REGULATOR: 11/4 26 GPM 5.00 U.1 SPECS.FOR MATERIAL. ......................... 90r%RELATIVE
12F Wt C0 ...... ...........
101# 5' 7' 8' 12'# it (P COMPACTION MIN. CRUSHED AGGREGATE BASE IN TRENCHES
12TQ - 51 BACKFLOW DEVICE: 11/4 26 GPM 9.00 90%COMPACTION REQUIRED LESS THAN I OW IN LENGTH,SEE NOTE#1.
21 3' 71 10, 10,
is P .........
12TT - 2' 3 6 9$ 12?# FLOW SENSOR: 11/4 26 GPM 1.02 ....... ....... 12"
0 ......
12H - to (P NON-PRESSURE LATERAL LINE: ...... CONTROL WIRE SLEEVE-
12T - 41 3' 8' 10, 12'# 12'# MASTER VALVE: 11/4 26 GPM 1.58 SCH.40 SNAKE PIPE IN SIZE PER PLAN INSTALL
21 6) 4' 10, 12'# 11 @ ADJACENT TO PRESSURE
8) 81 GATE VALVE(S): 1 11/2 26 OPM 1.00 TRENCH .....o...
12Q 12'# of SUPPLY LINE
10, MAINLINE (SCH. 40): 2 945 L.F 9 26 GPM 5.48 ........ .............
- - 51 BEDDING SHADING PER UTILITY
15F 7$ ill 13'# P ... INVOLVED.IF NONE REQUIRED,
81 AUTOMATIC VALVE SIZE: 11/4 26 GPM 2.78 PRESSURE SUPPLY LINE: PRESSURE SUPPLY LINE USE CLASS 2 AGGREGATE BASE.
15TQ - 6' 8' 15'-ff 11 SCH.401CL.315 SNAKE
11 - LATERAL LINESIZE: 3/4 55 L.F.Ca) 7 GPM 2.20 PIPE IN TRENCH SLEEVE-SIZE TVVICE AS PER STANDARD DWG.NO�341
15TT 5% 6 8' 12' 15'# DIAMETER OF PRESSURE
15H - 1 41 5) 8 W 12' 12' 1 IV 33 L.F.@ 11 GPM 0.94 6"TYP. SUPPLY LINE NOTES:
15T - 3y 4$ 81 12' 15'# 151ff 11/411 19 L.F. 13 GPM 0.21 CONTROLVARES-BUNDLE
15Q - 21 5 P 63 12' 151# If AND TAPE AT 15'O.C.AND NON-PRESSURE LATERAL 1. All trenches 100'in length or longer shall be backfilled and consolidated per
15SQ - - 11/2 3 L.F.('0 26 GPM 0.01 INSTALL ADJACENT TO LINE SLEEVE-SIZE TVVICE Sections 306-1.3.1 thru 306-1.3.4 of theStandard Specifications.
17SST 7)- 12X12' 14X14' 20)(20' 23X23' PRESSURE SUPPLY LINE DIAMETER OF NON-PRESSURE
OX181 oxiol 16X16' 9X30' LATERAL LINE 2. Spread Boxes may be employed for trench paving jobs less than 500 fin.ft,
15CST - 4X22' 4X29' 4X39' 9X24' SYSTEM LOSSES SUBTOTAL: 33.54 PROVIDE ff'MIN.OF SAND
15SST 6*TYP, NOTES: 3. All joints shall be vertical bult joints;lap or feathered joints are not acceptable.
4X12' 4X24' 4X27' 4X3-' 4X40' arlw- BEDDING AND SHADING 1.ALL SLEEVES TO BE SCH 40 PVC.
15EST 4X14' 4X16' 4X20'
4X18' 2.EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 4� Unless otherwise instructed by the City Engineer,trench patch shall be straight grade
5F 3" 4?) 61 1 2 3) IRRIGATION HEAD PRESSURE: 30.00 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. across width,and shall not be crowned at center.
5H-B - 5" 10" 21 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 5, Prior to placement of A,C,,pavement edge shall be cut to a clean vertical and
5Q-B 5" 10" 31 1 1 FITTING LOSSES (10% OF SUBTOTAQ: 3.35 STD.NO.120(24"MIN.TO 36�MAX DEPTH TO TOP OF PIPE BELOW straight edge with tack coat on face of cut.
5CST-B 7- 11V 3) 5$ ELEVATION LOSSES/GAINS (ELEV. X .433) 3.34 NOTE: STRUCTURAL SECTION).
1 1.PIGTAIL AND LOOP CONTROL WRE AT 90'CHANGES IN DIRECTION. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET, 6. Th.e entire traveled lane,12'min.,shall be overlayed with.1 O'min,C2-AR-4000 A.C.
It - usingaself ropelled paving machine(BARBER GREEN,BLAW KNOX or equal)for all
16F-SLA - 6" 5 4' 6' 14' 16'# 9
6" 1 7" 5' 10, 9 2.PRESSURE SUPPLY LINE:2 1141"AND SMALLER 18"MIN.DEPTH N 6,USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER tTenches 50&in length or longeT.
16H-SLA 13, 10, TOTAL SYSTEM LOSSES: 70.23 3"AND LARGER 24"MIN.DEPTH HARDSCAPE.
7. PermanentAC patch which shall be aminimum 0.25'thick or 0.10'thicker than existing-whichever
16Q-SLA 61' 2 5 3' 12' 16'ff 16'ff AVAILABLE PRESSURE (LOW): 140.00 is greater-as iIirecta by the Engineer in the field.
il 1. CITY OF RANCHO CUCAMONGA, CALIFORNIA
M
22F-SS - 81 4' 61 17' 21'# SET PRESSURE REGULATOR: 85.00 CITY OF RANCHO CUCAMONGA, CALIFORNIA
22H-SS - 4!$ 311 51 12' 18' 12' A C14
DEFICIT OR RESIDUAL PRESSURE: (+)15.00 77PROVED BY: APPROVED BY: STANDARDPtAN CITY OF RANCHO CUCAMONGA,CALIFORNIA
t^' T Ur
22Q-SS 6" 2' 6' 15, 20'9 22# B STAIIJDARD PLAN ALP R. V:E D:
TYPICAL SLEEVING APPROVED BY., 3TANDARD PLAN
TYPICAL TRENCHING W 533
W B::7:
#RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. W - 532 D TRENCH REPAIR
> _'N CITY ENGINEER DATE USE WffH STANDAROSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 120
T, or,'U"'
'c
W CFTYENGINEER DATE ..WT,sT' I,,� 'T' SHEET I OF I
AI 11 ONI F IXJRCE� C 14
I'CYE WORKS CONSTRUCTION SHEET I OF'I CITY ENGINEER DATE USE VATH STANDARD SPECIFICATION FOR PUBLIC VVORKS CONSTRUCTION
IN
NOTE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. 95
DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. C�E� 24953 SHEET 1 OF I
"PICAL SLEEVING' TRENCH' " REPAIR
TYPIC%AL TRENO"'I 'll""N" TT
PCS SCREEN CHART PNRESSU"RE LOSS CALCU' LATION
#532 #533 120
too
"T""' E S (_'_'R I'Fw"' TT10"" N ""N F R E'wv*r IS 10 N DATE MPROV M-
CITY ol" RANCHO Cu' ' CAM0% NGA
HAVEN AVE MEDIAN
A
19TH STREET TO 2'10 FWY
6 IAP
A
M ftlie 010
IRRIGATION DETAILS
0 0
Signa DATE :3
_)re
7- 1-6 APPROVED BY.
�D
CITY ENGINEER
(P R C E N o. 24953
1
ARCHITERRA D IGN GROUP F71' K T
DESIGN ff�NDED
0 CN FAC LANDSCAPE ARCHITECTURE
SITE PLANNING
10221- Trademar Street
DRAWN RANCHO CUCAMONGA,CA 91730
(909)484-2800 FAX: (909),484-2802
FAC REVISED' sHEETL-6-S
CHECKED DRAWING NO
SAS DATE 2/14/05 RLA NO. 2834 1885L
A.D.G.#0464-5 SHEET 36 OF 51
LIMIT OF WOR
0
S-3
30
%
/T-1
t S-5
S-2 T2 rS 6 rS-6 rS-_2 GC-1
134 2 20 24 16 31 167 102
200 201
_W 202 203 204 205 2811 W
LU CE —
W
W
LL
CO
0
5*m
'Nf, y y
J �111 12,7,71
- - - - - - - - - - - -
z
S-1 rS 5 66 65 S-6
9 19 37 18 3 0%
HAVEN AVENUE <
PLANTING NEAR HARDSCAPE NOTE: 2E
1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER
SPACING AWAY FROM WALKS, CURBS,AND OTHER HARDSCAPE ELEMENTS
Maw
(EXCEPT FOR ROCKSCAPE, WHICH ALLOWS FOR SHRUBS TO BE PLANTED E3
CLOSER, 12" MIN.). LIMIT OF WORK
2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM
PLANTER WIDTH FROM WALKS, CURBS, AND OTHER HARDSCAPE ELEMENTS
WHERE PLANTING SPACE IS RESTRICTIVE, TREES WHICH WOULD
OTHERWISE REQUIRE 8'OR GREATER PLANTING SPACE MAY BE PLANTED
WITHIN 4'OF ROCKSCAPE, PROVIDED THAT THERE ARE NO OTHER
ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS OR CURBS). WHERE
POSSIBLE, TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING
AREAS RECOMMENDED ON THE CITYS TREE LIST. 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 2PLANTING AREA SHOULD NOT BE PLANTED
CLOSER THAN 1 , JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER
WITH THE TRUNK.
CH
LIMIT OF WORK
rS 5 S-3
16 29
S-2 /T-2\
S-5 6-6 6-5� rS-1 /GC-1�
> 6-2 S-5 6-6 S-4 6-2 S-6 6-5 T-1 S-6
42 66 30 49 53 2 9 21 226 33 12 42 49 — 2
Kf)
M
r%-7
< 2 6 2ut 08 209 210 211
0
U.
U)
LL C:)
0
u
el 0 0
W
IM,
i-— C\J
Q*R
0
_J
S1 S-6 S-3 S-1 S-6
6-3 f S-6 N S-5 S-5 KS-�6
17— 11 15 32 9 4 27
< 13
S-2 I
HAVEN AVENUE
LIMIT OF WORK 0
------- .....
PLANTING LEGEND:
PLANTING NOTES : SYMBOL SIZE
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS 10. THE FOLLOWING AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL CALL70 UTB_0TA 141-C.-NAM-1-i COMMOUNAME SP-AGKG CO.MMENTS am
THAT PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS TREES
RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT
REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION THE REQUIRED RATES PER 1,000 SO. FT. T-1 Magnolia g. 'Majestic Beauty' Magnolia 24" Box 20'o.c. Standard 27
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, 4 CY. NITROGEN STABILIZED SAWDUST T-2 Phoenix canariensis Canary Island Palm 15 BTF Per Plan Standard 4
PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 120 LBS GYPSUM (Certified Fungus Free)
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, 125 LBS GRO-POWER PLUS SHRUBS DESCRIPTION OF REVISION
PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND DATE 1APPROVED
REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS PURSUANT TO CITY G S-1 Dietes bicolor Fortnight Lily 5 gallon 48 O.C. 35
FACILITIES. STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE
MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO S-2 Festuca o. 'Glauca' Blue Fescue 1 gallon 12 O.C. 1316 CITY of RANCHO CUCAMONGA
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM:
INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED, FINAL S-3 Lantana montevidensis Trailing Lantana 5 gallon 6011 O.C. Lavender/purple 79
GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED EARTHWORKS ARTESIA SAWDUST PRODUCTS flowers
AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. NORCO, CA OR ONTARIO, CA S-4 Rhaphiolepis L 'Ballerina' Ballerina Indian Hawthorne 5 gallon 3611 O.C. 66 HAVEN AVE MEDIAN
5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE (909)538-3321 (909)923-5983 G It
ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE (D S-5 Lavandula s. 'Leucantha' Spanish Lavender 1 gallon 36 O.C. 243 19TH STREET TO 210 FWY
SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 0 S-6 Nandina d. 'Nana' Dwarf Heavenly Bamboo 5 gallon 2411 O.C. 420
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS ANDJOR REPLACEMENT OF ANY GROUND COVER
DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORKTHAT IS A DIRECT RESULT OF SCALE: 1 20'
THE LANDSCAPE CONSTRUCTION AND/011 HIS SUB-CONTRACTOR. REPLACEMENT ITEMS PLANTING PLAN
Underground Service Alert SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE
APPROVED BY THE CITY. El GC-1 Juniperus h. 'Wiltonii' Blue Carpet Juniper 1 gallon 36 O.C. 402
I =BY'. DAI E.
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL i�ll XAPt
QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED 17 CITY ENGINEER RCE No.
Call.- TOLL FREE V 19,
PLANT SPACING REQUIRED. DESIGN ARCHITERRA ESIGN GROUP RECOMMENDE
SYMBOL LEGEND PLAN CROSS REFERENCES 40 LANDSCAPE ARCHITECTURE
8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC 1c;
_0 HH SITE PLANNING
1 =800 LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER T I gnature 10221-A TRADEMARK STREET
It IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. TREES SHRUBS FOR NOTES AND LEGENDS, SEE THIS SHEET 31-0, DRAWN RANCHO CUCAMONGA, CA 91730 SHEE
422-4133 CALL-OU`T_____ CALL-OU`T'r---,. FOR DETAILS, SEE SHEET L-8 (P MPW _ (909)484-2800 FAX: (909)484-2802 L-7-S-
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE SYMBOL SYMBOL FOR SPECIFICATIONS, SEE SHEET L-10Z
TWO WORKING DAYS BEFORE YOU DIG CITY. SIZE QUANTI FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 OF PN, CHECKED DRAWING NO.
(gal./box) QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4 SAS DATE 2/14/05 RLA NO. 2834 1885L
ARCHITERRA JOB No. 0464 SHEET 37 OF 51
NOTES:
1.REMOVE NURSERY STAKES AND
S
FILL CAVITYWITHIN ROOTBALL.
vo-�dp� 4
2.STAKES TO BE PLUMB AND
PARALLEL.
3.STAKE TREE PERPENDICULAR
OWN TO PREVAILING WIND.
N
PALM TRUNK
ONE HALF OF SPACING moo*
S REQUIREMENT
4e LIMIT OF PLANTER AREA
TOP TIE TO BE PLACED AS r
LOWAS POSSIBLE ON THE TIGHTLY COMPACTED 3"BERM TO FORM 6"X8"BERM
TRUNK TO ALLOW FOR WIND DEPRESSED WATERING BASIN. RON—
FLEXING OF THE TREE.BUT TOP OF STAKES BELOW
NOT SO LOW AS TO LOSE HEADOFTREEWHERE 6"X8"BERM TO FORM
SUPPORTORALLOW E41 SPECIES GROWTH HABIT PERMITS. TOP OF ROOTBALL TO %_0 4"WDOD CHIP MULCH.
THE HEAD TO DROP. MAINTRUNK EXTEND 2'ABOVE NO WOOD CHIP MULCH SHOULD BE t WATERING BASIN
> FINISH GRADE PLACED OR ALLOWED TO REMAIN
(2)SETS OF CINCH TIES SPACED 2r OVER THE ROOTBALL.
APART,CONVEX SIDE AGAINST TREE FINISH GRADE
TRUNK ATTACH WITI-i GALVANIZED ROOTBALL
SCREWS TO S'LODGE POLES.
WITH WOOD PRESERVATIVE STAIN,
3'max DRIVE A MINIMUM OF 6"INTO 211 ROOTBALL
2'DIA.LODGE POLE PINE STAKES
o STAKES OUTSIDE ROOT SALL. ON CENTER SPACING ON CENTER SPACING ZD BACKFILL WITH
UNDISTURBED SOIL AND POSITION DISTANCE EQUAL TO THE [STANCE EQUAL TO THE I I PALM TRUNK
TOP OF ROOTBALL TO EXTEND 2" OF SPECIFIED SHRUB OF SPECIFIED SHRUB ROOT BALL �D NATIVE SOIL
TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. DI CE EQUAL TO THE ON CENTER
TO FORM WATERING BASIN FOR SPACING OF SPECIFIED SHRUB, PLANT PITTO BE(2)TIMESTHE
RESIDENTIAL ANDGROUND COVER PLANT PITTO BE(2)TIMESTHE UNLESS SPECIAL CASE AS DESCRIB
INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO ED WIDTH OF THE ROOT BALL.
OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE IN NOTE 4.BELOW. 3/4PVC LAT. 6"PERF PVC PIPES WITH
AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN
TO CITY ACCEPTANCE. OVER THE ROOT BALL 000or
BUBBLER PER DETAIL 1(4)
ABOV'
PLANT
DTH
OD
LACE
OVER
NOTE:
rl 1, ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
A&%L SPACING(TRIANGULAR)UNLESS OTHERWSE INDICATED ON 6"PERF PVC PIPES WITH
NATIVE BACKFILL WITH NO
PLANS:.SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER T14AN W BUBBLER PER DETAIL 1(4) =('O UNDISTURBED NATIVE SOIL
2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR DIAMETER.
ARBOR GUARD IN TURF SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER UNDISTURBED NATIVESOIL,
AREAS AND FRONT YARDS. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
OOT NATIVE BACKFILLWITH FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. NQIES:
NO ROCKS GREATER 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES NOTES: 1 PALM TREE ROOTBALL TO BE 6'X6'X6'CUBE FOR TRANSPORT AND PLANTING.
1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE PLANTING TO OCCUR UNDER DIRECTION OF CITY INSPECTOR&CERTIFIED ARBORIST.
THAN 3DIA. OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE OF ROOT BALL.DO NOT CRACK ROOT BALL.
L EGEND ARE ESTIMATES ONLY.
4. WHEN WIDTH OF PARKWAY DOES NOT ALLOWSPACING AS 2. BACKFILL TO BE TAMPED ANDA)R WATER JETTED DURINGPLANTING FOR STABILITY.
NATIVE SOIL UNDISTURBED
SPECIFIED ABOVE�LENGTHEN THE SPACING PARALLEL TO
SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. 3. BACKFILL MIX TO BE NATIVE SOIL FROM PLANTING SITE,SCREENED TO ELIMINATE
ROCKS OVER 2'IN DIAMETER.
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 4. ALL TREES ARE TO BE TRANSPLANTED AT THEIR ORIGINAL GRADE.
—— I CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPROVED BY: d
DOUBLE STAKED TREE STANDARD PLAN –APPROVED BY: SHRURAND GROUND COVER STANDARD PLAN APPROVEDBY� STANDARD PLAN
c 5. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUCTION WITH THE
5 GAL-24" BOX 502 SPACING 508 CONTAINER PLANTING INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES
CITY ENGINEER 7—— 506 HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND
DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC MRKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC MRKS CONSTRUCTION
SHEET I OF I 'JR-C.E. SHEET I OF I CITY ENGINEER DATE USE lAATH STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION
R�CE� SHEET I OF I PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY.
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SCALE: N.T.S.
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DATE APPROVED
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7-31-06 APPrl v M:
tp -CE No. 24953
D e CITY ENGINEER H'
DESIGN ARCHITERRA NESIGN GROUP REMMMENDIR)
OF C PNk GHS LANDSCAPE ARCHITECTURE
SITE PLANNING
10221-A Trademark Street
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CHECKED DRAWING NO.
SA�i
DATE 2/14/05 RLA NO. 2834 —1
A.D.G.#0464-5 SHEET 3 8 OF 51
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� SPRRiK1,ER HWGATION SPECIRCATIONS 1 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 1 1"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 I
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e. NSF(National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping.under paving prior to the paving work. w ere e system has"been willfully installed as indicated on the .
A T 1 -GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to � �.
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and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be . � 1
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 installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
1 4. The chart is to be a reduced drawing 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 and/or concrete is necessary,it shall be done and replaced by the
A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a partof the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be .
necessary to furnish 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-Pressure 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: Cucamonga. No hydraulic driving will be permitted under concrete .
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.0 MAINTENANCE �
B. Standards: All work and materials shall comply with governing codes,safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the 7 1 1
orders,standards,and regulations,and meet the minimum requirements of color 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"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a
r Public Works Construction(Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven(7) days prior to any planting. � I
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edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. ..
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the � I
1.0 QUALITY ASSURANCE&REQUIREMENTS mils. 3. Pipe shall be made from NSF approved,Type 1,Grade II PVC 2. Spray heads shall have a screw adjustment. operation period.
2 compound conforming to ASTM resin specification D1784. Allpipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is . �
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A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth 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 3.0 CLEAN-UP x�
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. permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on I the drawings. manner as to conform with the details in the Drawings. 8 Clean-up shall be made as each portion of work progresses. Refuse and excess dirt .
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2'0 1 B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in 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 be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its I
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01B of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective .
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.0 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: 0. Sleeving: specific items required to complete work,perform such work in 9 .
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho I
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by I
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-3 5 1. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction � � I
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the same. However,when these b. Catalog andparts sheets on every 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 � .
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Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460 methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the �
construction of a better quality,higher standard,or larger size than is C. Guarantee statement. . 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as . I
required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur.
Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal -
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I. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.1 SITE OBSERVATION SCHEDULE .
D. Explanation of Drawings: 2. In addition to the above mentioned 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 0 � �
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC I A. The Contractor shall be responsible for notifying the City of Rancho �
I. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to I
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated: ��
shall carefully investigate the structural and finished conditions rendered. 16%zinc, 24%cadmium,solidus at 11250 F,and liquidus at 1145*F. 1 1 7 volt receptacle. Metal conduit shall run from the I 1 7 volt supply 1. Pre-job Conference-7 days I
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: � I
� such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: properly phased. � .
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6) inches from each 2. Pressure supply line installation-24 hours .
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(I 1/2"'and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (I 2) inches from lines of other trades,with the
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring (station valves,master exception of the control wire sleeve(s)which shall be installed 3. Lateral line and sprinkler installation-24 hours . .�
features. a. Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed 1�
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� disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours
2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco,T-585-70-66 or approved equal. Q ,\4iscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Two(2) four-foot valve keys for operation of gate valves. C. All Ball valves shall beinstalled per detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours
specifications. C. Two(2) keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous .
d. One(1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and-larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours �
3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours I
ob i structions,grade differences,or discrepancies in area dimensions 2. The above mentioned equipment shall be turned over to the City at equipped with a 2"operating nut. approved equal. 8. Final observation-7 days .
exist that might not have been considered in engineering. Such b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller:
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--EMCUTION .
City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient-Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho �
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.0 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these I .
revision necessary. 1.0 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves: 1 A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union observations were made. I I I
TT 4 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without"As-Built"record drawings. The I
3 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. contractor shall not call for a site visit without"As-Built"record drawings, I
A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves: without completing previously noted corrections,or without preparing the .
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. I
1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow I
processes specifted by name in the Drawings and Specifications. No at 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 SPECINCATIONS
substitution will be allowed without prior written approval by the discarded,and if installed,shall'be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box. I I I
City of Rancho Cucamonga. 1.0 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be I. Flushing of System: PARTJ_GEhJERAL �
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2. Complete material list shall be submitted prior to performing any 5 irrigation drawings. Install backfiow prevention units in accordance no interference with utilities or other construction or,difficulty in planting 1.0 Descri ion �.
work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the Pt �
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and I I
connected,all necessary diversion work has been completed,and For concrete information refer to the Standard Specifications for Public Works
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to �
is a guide to proper submittal format: for approval: �I
screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. Sections 4, 201,303,and 400,as well as any other sections related to the installation, I
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Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. #100B or approved equal. per and post installation of concrete work,materials,labor,and clean-up. The ?�
3.0 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system Standard Specifications for Public Works Construction is available from:
I Backflow Preventer Febco 825-Y-B Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 2 has been accomplished to the complete satisfaction of the city of
the backflow preventer shall be installed as required by local code. A. Physical layout: Rancho Cucamonga. BI Building News I
V 2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to 3055 Overland Avenue
2 Automatic Controller Calsense ET1-24-DR charts for each item to be substituted. material type and installation procedures prior to start of 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: Los Angeles,CA 90034 .
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is construction. Submit shop drawing for approval. supply lines,routing and location of sprinkler heads. (310)
approved. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 202-7775 .
4 Etc. Etc. Etc. L Check Valves: Z. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects 1.0 Scope I
to installation. to those itemized. ? �
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze Furnish and install all concrete work complete as indicated on the drawings or as �
Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber 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 Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--5 I D,Class A, B. Water Supply: Drawings. In no case shall the spacing exceed the maximum .
boxes,etc. No copies of manufacturer's literature(catalog cuts) are Type IV. recommended by the manufacturer. A. Furnish and set all reinforcing steel,bolts,and anchors. I ��
required as submittal information. 1.0 GUARANTEE 1. The irrigation system shall be connected to water supply point(s) of -
6 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.0 TEMPORARY REPAIRS B. Install all items required by other trudes which are to be cast into concrete.
3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet Internal parts 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 and neoprene. Anti-drain valve shall be field adjustable against Z. Connections shall be made at the approximate location(s) shown on 4 The City reserves the right to make temporary repairs as necessary to keep the C. Concrete mow strips,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 dra,wout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes sprinkler system equipment in operating condition. The exercise of this right by the applicable. � . I
expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. City shall not relieve the Contractor of his responsibilities under the terms of the �
4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein specified. 1.0 Protection I .�
product or products apparently meet the requirements of the maintenance manual. 3.0 EXISTING TREES 3 All finished concrete work shall be barricaded to pedestrian traffic for three(3) days. I
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be I
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the 5 Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, . I .
. shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all place and remove all of his own barricades. Contractor shall be responsible for any I . . .
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-'IW possible care to avoid injury to trees and tree roots. Excavation in areas where two damage to new construction and replacement or repair of the work shall be made
liability under the guarantee. Such warranties shall only GUARANTEE FOR HWGAT10N SYSTEM solid copper wire. Pilot wires shall be a Cifferent color wire for each 2. Connections shall be made at the approximate location(s) shown on (2) inch and larger roots occur shall be done by hand. All roots two(2) inches and without added cost to the City. .
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit,shall be tunneled ��
I I 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. under and shall be heavily wrapped with burlap to prevent scarring or excessive 1.0 Clean-up 7�
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 drying. Where a ditching machine is run close to trees having roots smaller than two 4
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.0 INSTALLATION (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 I
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or 3 trimmed,making clean cuts through. Roots one(1) inch and larger in diameter shall remove all tools,surplus materials,apparatus,debris,etc.from the site and the site �
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 shall be installed along the A. Trenching: be painted with-two coats of Tree Seal,or equal. Trenches adjacent to tree should be shall be left in a clean,neat condition acceptable to the City.
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty-four(24) hours;and where this is not possible,the side of the !;!Z=! .
trench adjacent to the tree shall be kept shaded with burlap or canvas. I I ,�i"�
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exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of SLI � AP,�
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. Where more than one(1)wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow M W/ 4 �
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This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings and as noted. co 6 . W/&0 .
as a record set. replacements within a reasonable time after receipt of written notice from the City,we � � A. Adjustment of the System: ��o �
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all 44 CP ra �
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2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demz d. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. 1. The Contractor shall flush and adjust all sprinkler heads for D -, -"- I
drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspray onto walks, na I
work as actually installed. For example,should a piece of equipment PROJECT.HAVEN AVENUE MEDIAN ISLAND repair,the valve bonnet may-be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all roadways,and buildings as much as possible. 7-31W6e
be installed in a location that does not match the plan,the Contractor LOCATION: 19TH STREET TO 2 1 0 FREEWAY disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3) inches or larger in diameter. 0 I 11 I . I
must indicate that equipment has been relocated in a graphic . in trench without stress or stretching wire conductors. 2. If it is determined that adjustments in the irrigation equipment will .1-11, .
manner so as to match the original symbols as indicated in the SIGNED: 4. Provide for a minimum of eighteen(18) inches cover for all pressure provide proper and more adequate coverage,the Contractor shall P ,�o .
irrigation legend. The relocated equipment and dimensions will 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 1/2") inches or smaller make such adjustments prior to planting. Adjustments may also 1 46* 0 F C N . I
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. �
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3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE. 6. Field splices between the automatic controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be -
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all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(18) inches for all control accomplished within ten(10) days after notification by the City.
I similar mylar material. Arrangements shall be made through the city IT 2---PRODUM Rancho Cucamonga. wiring. 1 . I -
for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades . .
shall be in waterproof India ink and applied to the mylar by a 2.0 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when wit-bin City streets unless otherwise designated on the Drawings. � .
technical pen made expressly for use on mylar material. Such pen 1 susceptible to traffic loads.
shall be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers . .:
Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: 1--% y-1 11
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specification so that each lateral operates at design pressure. " -1 E'r I` 1", N �
readable even on the final controller chart(see Section Q. The " h S C R-1 Ir"" T 10 N " F 11-C, V 3 U DATE APPROVED
original mylar 'tecord drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System: I nommommingeopmangessemommenommomem�
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated owm% A I f_%
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a " I I
controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy t�N IT Y o f RAN IMMI U A' a 11 `% AM 0
315 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth 1. The Contractor shall request the presence of the City of Rancho u U U U N G` A - 1
4. The Contractor shall dimension from two (2) permanent points of . to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped Cucamonga in writing at least 48 hours in advance of testing.
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 9. Test all pressure lines under hydrostatic pressure of 150 pounds per �
intersections,etc.,the location of the following items: PVC compound conforming to ASTIA resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight.
pope must meet requirements as set forth in Federal Specification PS - L. Electric Control Valves: areas,humps or other surface irregularities. HAVEN AVE MEDIAN .
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a. Connection to existing water lines. Pipe).22-70,with an appropriate standard dimension(S.D.R.) (Solvent-weld Z. A fine granular material backfill will be initially placed on an lines. I Note: Testing of pressure main lines shall occur prior to A � �
b. Connection to existing electrical power. 1. All electric control valves shall be the same size and type shown on installation of the electric control valves. 19TH STREET TO 21 0 FWY ,
c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2) inch in size will be .
d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfifi. 3. All piping under paved areas shall be tested under hydrostatic ,�
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 I I
e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City 1"11 A .
4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade I of Rancho Cucamonga. to paving. L) C U C' Z5 `NS
f. Routing of control wiring and locations of all splice boxes. 3. Provide and install one control valve box for each electric control IRRILATI"N & CONSTR"TION ^PECIFIL03"ATIO I
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6) hours. If leaks - .
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, develop,replace joints and repeat test until entire system is proven <\ I
i. Other related equipment as directed by the City of Rancho 21-70 M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, watertight. APPROVED BY: ,,'7 DATE: jA10 . � .
Cucamonga. the Contractor shall make all required adjustments without cost to the CITY ENGINEER , 1
5. �VC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries city. 5. All hydrostatic tests shall be made only in the presence of the - I I ,,, - R C E No. 24953 1 1�.
5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN ARCHI RA DESIGN GROUP REWNffVff1*4DED I
shall deliver the corrected and completed sepias to the City of 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings sleeve shall be PVC with minimum size of six(6) inches. be backfilled until it has been observed,tested,and approved in GHS LA ARCHITECTURE I � I I
Rancho Cucamonga. Delivery of the sepias will not relieve the writing. - - SITE PLANNING ..
Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x 1 1"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or 110221-A TRADEMARK STREET . .
that may be omitted from the prints. manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four 6. Furnish necessary force pump and all other test equipment. DRA RANCHO CUCAMONGA,CA 91730 SHEET �
equal. (4) inches below the pipe and six (6) inches above the pipe) and 1 (909)484-2800 FAX: (909)484-2802 r%V=S , ,
ES J
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C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical 7. When the irrigation system is completed,perform a coverage test in RAW GHS - L-ii I-
- 11
3. Use 6"diameter x 8-3/4?'deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal �
_ the presence of the City of Rancho Cucamonga to determine if the - �7
1. As-builts drawings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water cover-age for planting areas is complete and adequate. Furnish CHECKED REVISED. DRAWINGN �
Cucamonga before controller charts are prepared. b. Nominal pipe size I cover or approved equal. left in a firm unyielding con-dition. All trenches shall be left flush all materials and perform all work required to correct any _SAS d- DATE 2-14-05 RLA NO. 2834 1885L I
C. Schedule or class - I
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11 SHEET OF r,-1 I
A.D.G.#0464-5 � --32- ____A.LJ__
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PLANTING SPECINCATIONS
T PART 2 -EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.0 Responsibility and Coordination:
1.0 Scope of Work: good horticulture practices and shall be of the size and caliper normally 4
1 2.0 Protection: associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers
I Keep all plant material 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 equipment incidental to and shall not be allowed to dry out. Bare root 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 hydroseed
implied,or as delineated in the Specifications as follows. shall have root 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
1.0 Standards: until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application.
2 2.0 Installation: accepted and will be replaced at Contractor's expense. 6.0 Non-Selective Herbicides:
All work and materials shall comply with governing codes,safety orders,standards, 2 E Sizes-of-Plants -Shall be as stated on the Plan. Container stock(1-gallon,5 5
and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as
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 around trees and F. till -Substitutions for indicated plant material will be permitted 6.0 Selective Herbicides:
A. All Contractors performing Site Development work,must be licensed in shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and 6 Selective pre-emergent herbicides compatible with seed mixtures(as recommended by
accordance with the laws of the State of California. Native,On-Site Soil with rock no greater than 3"in diameter are made at no additional cost to the City. Except for authorized variations, the Pest Control Advisor)
all substitute plant materials shall conform to the requirements of these
B. Contractor shall provide the Landscape Architect and the City with a list of Gro Power Plus,5-3-1 15 lbs/cy specifications.
Iron Sulfate 2 lbs/cy 6.0 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed during the
course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) G. Plants-Noi-Approy-e-d -Plants not approved are to be removed from site 7 If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
immediately and replaced with suitable plants. The City reserves the right to the planting areas will require control prior to removal,spray these areas per Pest
C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each reject entire lots of plants represented by defected samples. Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment.
amount of insurance shall be determined by City. H. Stake all trees,as per details immediately after planting to prevent wind A. Prior to the installation of the irrigation system remove and clear all weeds
Prior to installation of turf and ground cover,remove water basins from around trees damage. and deleterious materials from planting areas.
D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance.
landscape Architect and City to give starting and completion dates. 1. Plant trees that are to be located in lawn or ground cover areas after finish Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the Landscape Architect and City with the name grades are first established and allow at least 7 calendar days prior to
and telephone number of the person in charge of the work. PA r_3_-_S0ZPRE?AM installation of said lawns or ground cover to provide for thorough watering I"-2"below-the surface of the soil. Physically remove all weeds from the site.
of trees. All planting holes shall be excavated as defined on appropriate
1.0 Responsibilities and Coordination: 3.0 Scope of Work: details.
4 7.0 Scope of Work:
A. Permits: The Contractor shall obtain and pay for all permits and inspections A. Provide all materials and equipment,and perform all work necessary for and 4.0 Soil Amendments:
required by governing authorities for the work to be performed. incidental to the soil preparation and finish grading of all planting and lawn 3 1 Provide all materials,labor and equipment necessary for,or incidental to,performing
areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report
specifications. all maintenance requirements as reasonably implied or as delineated in the
B. Existing Conditions: The Contractor shall verify all conditions and 4.0 Trees Stakes: specifications including,but not limited to the following:
dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if 4
work under this contract. The Contractor shall verify the location and depth required. Maintain all plants and planted areas.
of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Keen planted areas free of weeds and debris.
further information.
C. Cleaning and finish gradingof planters areas and planting areas. Prune trees and shrubs.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.0 Topsoil: Irrigation.
by him for the construction of the project. Temporary services shall be 2 Insecticide spraying.
coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5.0 Scope of Work:
I Provide all materials and equipment and perform all work necessaryfor and 7.0 Fertilizers:
D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, incidental to installing all ground cover and bedding plants,as shown on plans,as 2
establishing all surveys,reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be no greater A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
shown on plans for proper execution of site construction. than 15%by weight. The boron 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
E Traffic: The Contractor is responsible for all temporary traffic barriers and part per million as measured on the saturation extract. The sodium 5.0 Bedding Plants: substitute as required by the Agronomic soils report. Available from Gro
absorption ratio(SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. 2 Power(909)
detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be Perennials and Annuals: Provide healthy container grown plants from a recognized 393-3744.
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project B. Ammonium Sulfate: Granular form containing not less than 2 1%nitrogen and
City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State
1.0 Defective and Unauthorized Work- to City for approval. Soil test to include analysis and recommendations. 5.0 Ground Cover- Department of Agriculture in compliance with Article 2 -"Fertilizer Materials,"
5 3.0 Soil Amendments: 3 Section 1030 of the Agricultural Code.
All work,which is determined by inspection to be defective in its construction or 3 Ground Cover: Provide ground cover of the species shown on plans. Ground cover 7.0 General:
sha be established and well rooted in flats or similar containers.
deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils 3
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting.
acceptable to the Landscape Architect and City. 5.0 MulcIr
1.0 Inspections: 3.0 Soil Preparation: 4 Mulch: Shall be of compacted wood chip fiber.
4 Maintain all plants and planted areas on a continuous basis as they are installed
6 All work on irrigation system shall be complete and inspected for recommended 5.0 Coordination: during the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil of total project. Replace any dead or dying plants as directed by the Landscape
and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. 5 Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
planting. If planting is delayed,keep plant roots moist and place in a
the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by I A. irrigation: Operate irrigation system on an established program to maintain
tilling or cross ripping to a depth of 12". All rock and debris more than 2"in sheltered location protected from the sun,wind and other damaging all plants and planted 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 be removed. maintenance and equipment and/or maintenance personnel,shall be
Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of
Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs
Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written
Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: 5.0 Installation: permission from the City.
-7 Days. 6
Plant ground cover and bedding plants in moist soil and space as indicated on plans.
Final Inspection(after maintenance period) -7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating
The contractor shall arrange a Preconstruction job conference with the Landscape 200 lbs.of Gro-Power or approved equal. Each plant shall be planted with its proportionate amount of soil so as to minimize areas at intervals not to exceed 10 calendar days.
Architect and City a minimum of seven(7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an
bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
1.0 Guaranties: specifications were developed to the time the actual soil conditioning take place. Regrade planter areas after planting,to restore smooth finish grade and to insure
7 Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every proper surface drainage. A 47 layer ofmulch material shall be spread over the entire C. Pest Control: Spray all plants and planted areas at beginning of maintenance
A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an planter area after grade is established. Watering shall begin immediately after program and as may become necessary thereafter by an approved method of
shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project Landscape pest control,to keep all plants and planted areas free of insects and disease.
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control
job conference. shall include Gopher control.
Trees 24"box&larger 1 year 5.0 Protection: A P
Trees 15 gal.&smaller 1 year 3.0 Finish Grading: 7 D. Pruning: Prune all plants as designated and directed by landscape Architect, .*u
Shrubs All sizes 120 days 5 Erect temporary fencing or barriers to protect planted;areas from damage prior to at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days After rototilling operationsare complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program.
to
Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after
Lawn(sod) 120 days settlement at the end of the project maintenance period. PART-fi--_M�%ATI�T Remove trash weekly. Edge ground cover to keep in bounds and trim top re
Lawn(seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate 7-31 6
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.0 Scope of Work. gophers and moles;repair damage. L N
Guarantees begin after the project acceptance by City and at the end of the grade change. 1 ILP Pate
180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated DFJMQ=
all materials which have died within the time span stated above,at no cost 3.0 Coordination: on plans,as reasonably implied,and as delineated in the specifications.
and within 5 days from receiving written notice from the Landscape Architect 6 8.0 General: F CN
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.0 Quality Assurance: 1
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement 2 Upon completion of installation,a maintenance period of a minimum of 180 days 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
0!, 110 C California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon- written-
B. Construction Materials: The contractor shall guarantee all workmanship and 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 ear from date of final
y Mainteriance period shall be adequate to verify plant characteristics and
acceptance of project. 4.0 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment.
I Regulations.
1.0 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first
8 shown on plans,as reasonably implied and as delineated in the specifications. 6.0 Submittal: after all plantings have been completely installed in order to approve the
Upon completion of the work,the Contractor shall present to the City,signed copies of 3 beginning of the establishment period,and the second at the end of the E C I"w" T 10 N F R E V IS K` N
all labor and materials releases for all work performed under Site Development. 4.0 Products establishment period. If plantings are not acceptable at the end of the 180 "T E, DATE APPROVED
2 Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment until
1.0 Disposal and Clean-up: A. Nomenclatur-e -Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved. % ff a
submit to the Landscape Architect/City a list of the weed control materials and
9 Plant Names"established by the American joint Committee on Horticulture.
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is quantities per acre intended for use in controlling the weed types prevalent and B. At termination of establishment period all plant material shall be live, CITY f R A N C H 0 C U C A M 0 N Gft A
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 healthy,undamaged,and free of infestation. Inferior plantings shall be
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 and brought to a satisfactory condition before final acceptance of
remove surplus materials from the site and leave premises in a neat and clean B. Condition -Plants shall be symmetrical,typical for variety and species,sound, demonstrate the compatibility of the wec-d control materials and methods with the work will be made. All areas shall be neatly raked and free of weeds.
condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall intended planting and seed varieties present. t1AVEN AVE MEDIAN Ilk 0
completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the %ff . I
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no .19101-1 STFREET TO 210 FWT
case shall trees be topped.
A
F-%0LANT11III Sip"10"ECIFICDATIONO'
APPROVED B'T- : D ATE J A/e.5--
CITY ENGHNEER R C E No. 24953
DESIGN ARCHITERRA SIGN GROUP RFMMN4134DED
LANDSCAPE ARCHITECTURE
GHS SITE PLANNING
10221-A TRADEMARK STREET
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET.
(909)484-2800 FAX: (909)484-2802
GHS
ZL
ARCHITERRA SIGN GROU
G HS
CHECKED REVISED' DRAWING NO.
C%A
DATE___2L1AjD5_ RLA NO. 2834 1885L
A.D.G.#0464-5 SHEET 40 OF 51
wumw" E'RvNE.Lk0Nw1PE R / OWN ER
AN&
CITY 0F RANCHO CUCAMONGA
LANI:) SCAPF ARI:DHITFcaTURAL PLANS 10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CALIFORNIA 91730
CONTACT- CINDY HACKETT
HAVEN AVENU. E M .. DIA- N ISLA. N .D IMPROVE .ME, NT PLAN
MEDIAN ISLAND RESTORATION PLANS
L ND'SCAPE MAIN,T ENANCE DIS
A TRIC'T NO . 1
_VICIN1TY MAP -,,,,,,,,.GENERAL NOTES SHEET 1NDEX
EPRO:JE:CT S ILTE
1. THESE NOTES SHALL BEUSED IN CONJUNCTION WITH THE 10. CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON Ll-N TITLE SHEET
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PLANS.
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
11. PUBLIC LY-MAI NTAI NED TREES SHALL BE INSTALLED PER THE L-2-N CONSTRUCTION PLAN
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE FOLLOWING CRITERIA:
CITY ENGINEER PRIOR TO COMMENCING ANY WORK. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR L-3-N CONSTRUCTION & PLANTING DETAILS
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC
210 FREEWAY ON RAMP CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
PUBLIC WORKS CONSTRUCTION,2003 EDITION WITH ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY L-4-N IRRIGATION PLAN
SUPPLEMENT. REQUIRE BACKFILL SOIL AMDNDMENTS, AS DETERMINED BY THE
CITY INSPECTOR.
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR ALL PUBLIC TREES ARE TO BE PLANTED PER PUBLIC L-5-N IRRIGATION DETAILS
WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC IMPROVEMENT PLANS ONLY.
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED
w 'PROJECT SITE BY LAW AND THE SPECIFICATIONS. 12, PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. L-ro-N PLANTING PLAN
n 1 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO 13. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,SOIL r%
z EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND AMENDMENTS SHALL BE ADDED AS CALLED FOR IN THE SOIL L-7-N CONSTRUCTIO"'N SPrEk"O."IFICATIONO
U11 UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO ANALYSIS, PREPARED BY SOIL AND PLANT LABORATORY, INC.
WORKING DAYS PRIOR TO CONSTRUCTION. AVAILABLE FROM THE C!TY.
6. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT 14- ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND L--8-N IRRIGA`1710N &-w"F'6LAN-TiNte.:") SPECIFICAllt"UNNS
LABORATORY, INC.AVAILABLE FROM THE CITY AND ALL ACCEPTANCE BY THE ENGINEERING DIVISION.
RECOMMENDATIONS FROM SHALL SUPERSEDE SOILS
AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
z 7. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (626)969-7911
LU PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION JOHN CHAPMAN
> FROM THE INSPECTOR THAT ESTABLISHMENT IS
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD B. VERIZON COMMUNICATIONS (800)469-4340
44 (TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE
3: PERIOD SHALL CONCLUDE ONLY AFTER VERIFICATION OF C. SOUTHERN CALIFORNIA GAS COMPANY (909)335-7847
19TH 'STREET OVERALL PLANT HEALTH BY THE CITY INSPECTOR.
MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION, D. CUCAMONGA VALLEY WATER DISTRICT (909)967-2591
PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 10440 ASHFORD STREET
GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE RANCHO CUCAMONGA,CA 91729-0638
NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
ALSO INCLUDES ALL REPAIRS, REPLACEMENT,CLEANING,AND E. METROPOLITAN WATER DISTRICT (909)217-6679
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN
GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED F, CHARTER COMMUNICATIONS (909)343-5171
PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
SOUTHERN CALIFORNIA EDISON COMPANY (909)357-6585
8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED 7951 REDWOOD AVE.
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FONTANA,CA 92336
RECOMMENDATION.
G. SPRINT (800)659-9698
9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER
760-438-0525.
N.T.S.
00% 0" 'LTAIN'T'
MAINTENANCE RESPOINSIBILITY MAP CIO` N a U
LANDSCAPE MAINTENANCE AREA L A N D S C A P E
ALTA LOMA DRIVE ARCHITECTURE
LIMIT OF WORK SITE PLANNING
§1 ZQ RQQ'i�QZ; Idle
R
R
& LANUouArE uuANmq1"ITIES 10221-A Trademark Street
R
R". Rancho Cucamonga
R
RR
SRI
R CA 91730
(909) 484-2800
R
1\1 HAVEN AVENUE gTT SIZE
R Fax (909) 484-2802
R
R11
TREES
Phoenix canariensis 2 EXISTING
RN,
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Magnolia grandiflora'Majestic Beauty' 2 24"BOX Richard Krumwiede
>
< CA Lic. #2834 AZ Lic. #29115
NV Lie. #446
SHRUBS
RZ
R,
NR
R
Juniperus h.Wiltonil' 35
z
RR w Dietes blicolor 54
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> R11
1\1 R Festuca ovina'Glauca' 297
IN,
1\1
IVR I Raphiolepis indica'Ballerina' 77
SS
ALI
7
0
R BOULDERS
LL R" 24 4
0 1\1 it
R111 g 36 3
g DESCRIPTION OF REVISION
48" 2 DATE APPROVED
S11
R,LL
%
0
TOTAL AREA 3,534 SQ.FT.
R_ C1 I Y of HANUriu UU" ' CAMu`% Nb
\,%:E
0 TOTAL ACRES 0.08 ACRES
R,
R
"R TOTAL SQ.FT.HARDSCAPE AREA 11327 SQ.FT. WTI
ws% %mop
R S A
R TOTAL COBBLE PAVING 938SQ.FT.
R
R", VEN MEDIAN ISLAND N/O
R TOTAL V-15"WIDE AGGREGATE FINISHED CONCRETE 33TSQ.FT. U NA
S,
R 0. 1 IR TOTAL 6"CONCRETE HEADER 147 L.F.
R f%4
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TOTAL LANDSCAPE AREA 2,207 SO.FT.
NEW z 0 F
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\§ R APPROVED BY: DATE: J/2/�S—
R1, S C AP,,
R
R 4 CITY ENGINEER RCrE N,,. 24953
Yr �9,
LIMITL WORK DESIGN ARCHITERRA DtSIGN GROUP RFMMMENDED
c� CP M JDD LANDSCAPE ARCHITECTURE
LO C)
:3 SITE PLANNING
L-OFF RAMp Sfgnatu DRA 10221-A TRADEMARK STREET SHEET
Ig BPOP 7-31- RANCHO CUCAMONGA,CA 91730
JDD (909)484-2800 FAX- (909)484-2802 L-1 -N
N.T.S.
41* CHECKED REVISED 2-21-05 DRAWING NO.
OF CAN JAF DATE 8/26/02 RLA NO. 2834 1885L
ARCHITERRA JOB No.___D2M-5_ SHE 41 OF 51
ALTA LOMA DRIVE CONSTRUCTION NOTES
_4 1-1
CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN
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.
LIMIT OF WORK FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES,
CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION
PLANS. CONTRACTOR MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH
CONSTRUCTION OPERATIONS AS SHOWN.
CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT CHANGES AND SHARP
cm: TRANSITIONS.
ALL CURVILINEAR WALKS, MOW CURBS, AND HEADER BOARDS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL
FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE DESIGN ELEVATION SHALL TAKE
PRECEDENCE.
ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(GREEN BOOK:
.18 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO 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.
111111111111 MEN= a I Asw% rur%
111
UuNis i RuUT[UN LEuENu
COBBLE PAVING PER DETAILS A&B(CITY STANDARD DETAIL NO. 542), SHEET L-2.
6"CONCRETE HEADER PER DETAILS B&C(CITY STANDARD DETAIL NO. 534&542), SHEET L-2.
LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS B&D
z (CITY STANDARD DETAIL NO. 542), SHEET L-2. SEE LAYOUT FOR SIZE AND PLACEMENT.
w
COBBLE RING AROUND EXISTING PALM TREES. SEE DETAIL E, SHEET L-2.
EXISTING&'CURB.
EXISTING PALM TO BE RELOCATED. SEE PLANTING PLAN FOR LOCATION.
-50mm SLEEVING FOR LIGHTING WIRES. SEE DETAIL 1, SHEET L-2.
/-7 \ EXISTING 20m
/7\
LANDSCAPE LIGHTING. SEE DETAILS 1, SHEET L-2
9 V-6"WIDE AGGREGATE FINISHED CONCRETE PER DETAIL K, SHEET L-2.
cc § Cc:
7
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DESCRIPTION OF REVISION
DATE APPROVED
N O"N' 10 C CA M 0""w' N,00�A
C1"1pwY of RA uH u u u
' 'A" "EN- MED]AN ISLAND N/O
LIMIT QF WORK ri v
NEW z 0 FREEWAY
EL 0 A00=%
c 0 N %mJT R'u' "Cm"wl'm 10 N P LA N
underruound Service Alert K I to%rlm%rN 410%,e% r0% SCALE 1 =20'
PLAINI k..#huzjz) HEFERENC`ES APPRUVETMT
Pe 0. 24953
OFF 'AM"",
I CITY ENGINEER RCE N
Call: TOLL FREE %A FOR NOTES AND LEGENDS, SEE THIS SHEET It
FOR DETAILS, SEE SHEETS L-2 7 DESIGN ARCHITERRA SIGN GROUP RECOMMENDE
LANDSCAPE ARCHITECTURE
FOR SPECIFICATIONS, SEE SHEET L-13 SITE PLANNING
1 ,,800 La 0 10221-A Trademark Street
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-3 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
1 0%
422-4133 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5 JGE (909)484-2800 FAX: (909)484-2802 LZ�N
TWO WORKING DAYS BEFORE YOU DIG ------- CHECKED REVISED 2/18/05 DRAWING NO.
li� OF C JAF DATE 8/26/02 RLA NO. 2834 1885L
A.D.G.# 0230-5 SHEET 42 OF. 51
u.j COBBLESTONE 2%IN R.O.W. FLAT SIDE UP
z:C/) 6'PCC VOW CURB CAKI
--32-7 PER CITY STD.534 MORTAR TOOL MORTAR JOINTS SIDEWALK
cc< TO ACCENT COBBLE OR CONCRETE t
LLJ 0 COBBLESTONE HEADER
HARDSCAPE
F_ui
MORTAR EVEN
z
Lu W/CURB
0 CURB
2
ANDWALK
< T MINIMUM CONCRETE BED
cri UNDERNEATH COBBLESTONE
0 X LEGEND:
uj 24' BOULDER
C)m CASE2 (LOCATE PER PLAN) 3*MW SOIL DEPTH AT 1. PALM TREE PER PLAN
ui 0 SIDEWAI K R CURB EDGE OF COBBLE
C)F- COBBLESTONE CONCRETE HEADER-1 JORADIUS 2. COBBLE PLACED TO FORM UNIFORM, cli
< END 01111LIM @ ED(POSED EDGES&FINISH PER PLAN 8
.2E 1 IN LAWN (INSTAH AT GRADE LEVEL AT SWALE NON-GROUTED INSTALLATION.
00
CROSSINGS)
2"IN PLANT BED
3-12'MINIMUM _6"OR 8" 3. PLANTER PER PLAN.
CONCRETE BED -
f 3 FINISH GRADE
EE NOTE cm
T 24' 61 If 4. CONCRETE MOW CURB PER DETAILS B&C, PLAN
SHEET L-2.
-,--2% IN. 0SE 3 2'MkX MORTARED STONE SWALE
__I IDEP�TH* 5. 4"SAND BASE.
z.r .4 A
%_ 6. ROOTBALL.
f RE-BAR CONTINUOUS
COBBLF_-j 1 vil4r- CONCRETE CURB (UNL S OTHERWISE INSTRUCTED)
4'CONCRETE BED 7. 95%COMPACTED SUBGRADE.
BENEATH COBBLE W/#3 BAR
8. SAND BACKFILL.
-A 2 5 4 )
zz
4% SEEABOVEDErAIL
CURB&GUTTER FOR END CONDITION
2!MIN. 4'MAX,RAD.
CD
4 2 all
v
0
6'PCC MOW CURB PER PA. LEGEND:
CITY STD.534
1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 1/3 OF BOULDER'S
LEGEND: 3!MIN,14'MAX.RAD. -7,
DEPTH INTO SUB-GRADEAS SHOWN. PLACE BEFORE FORMING COBBLE
PAVING. CITY INSPECTOR TO APPROVE BOULDERS AND SPOT
1. CONCRETE CURB PER CIVIL ENGINEER'S MEET IMPROVEMENT PLANS. NOTES: SIDEWALK HARDSCAPE NOTES: LOCATIONS PRIOR TO INSTALLATION.
1. CONCRETE CLASS 520-D-2500. JOIN AT RIGHT ANGLES(TYP.)
2. CONCRETE BED UNDER COBBLES,a-THICK MIN. 21 ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE I. PROVIDE SCORE JOI NTS AT 1 U-ZO.C.AND affl�EXPANSION 2. 4!'CONCRETE BED BENEATH COBBLE.
BOULDER&MAX,7-17=MIN.2-0' JOINTS AT 2Y-U'O�C� 7
COBBLE�f6NES:MAXALr-MIN.6-WITHONEFLATSIDE
3. WASHED GRANITE COBBLE,60 TO 12"DIAMETER,FLATTEST SIDES FACING UP. 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT. 2,8"WIDE CONCRETE HEADER BETIAEEN CITY-MAINTAINED TURF AND 3. ADJACENT COBBLE PAVING AROUND BOULDER.
SET COBBLES INTO CONCRETE BED IMMEDIATELY AFTER POURING CONCRETE, 4, ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS!U MORTAFL 1 PART CEMENT GROU N D COVER AR EAS AND BETVEEN C ITY-MAINTAI NED TU RF AND 6
AND PROVIDE ROUNDED TOP ON COBBLE. TO 2-1/2 PARTS SAND,2000 PSI PORTLAND CEMENT CONCRETE.(NO'DRY-PACK!IS ALLOWED) PRIVATELY MAINTAINED AREAS. 4. 95%COMPACTED SUB-GRADE.
5. A SAMPLE AREA,MIN.40 50.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO 3. CONCRETE TO BE 520-C-2500 MIK
PROCEEDING WITH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. c�
4. MORTAR JOINTS-WIDTH VARIES(1W TO 1"WIDE MAX.). 7. ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURA nONS&EXCESSIVE IRON CONTENT. NOTE:
8. ALL COBBI FSTONE AREAS SHALL HAVE 61 x 6'CONCRETE HEADER AS AN EDGE AT PLANTING.
5. COMPACTED SUBGRADE-COMPACT TO 90%. 1p 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES E48TAND MPdNTAIN A 2%MIN,ATALL TIMES WITHIN THE R.O.W. low- CONTRACTOR SHALL NOT GROUT COBBLE
A I I e% A , CITY OF RANCHO CUCAMONGA, CALIFORNIL--- AT BASE OF PALM TREES ONLY.
CITY OF RANUMO CUu"% MONGA CALIFO NIA c''APROVED 0: Ak STANDARD PLAN
IP-PROVED BY:
I... CONCRETE HEADER
RIVER WASHED GRANITE STANDARD PLAN c 534 SECTION
ell Y ENGINEER
DtAE
JSE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
GOBBLESTONES 542 C�E_ 9�53 SHEET I OF I
UJ CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1
R.C_E:
----------
ff III
Off""OBBLE RING Ca) PA" M TREE
Ell "ou"'LDER BY PAVING
m `1EArD%EwwA&
COBBLE PAVING MEDIAN NOSE k.,�t 1 9
"'BBLE PAVING u vNCRETE L
man I mommommommam
SCALE: N.T.S. SCALE: N.T.S. #542 SCALE: N.T.S. #534 SCALE: N.T.S. SCALE: N.T.S.
4
r i
STRONG BOX FOR IRRIGATION AND STRONG BOX
NOTES: w___ ELECTRICAL LIGHT CONTROLLER
1.REMOVE NURSERY STAKES M TO IRRIGATION CONTROLLER
1,STAKES TO BE PLUMB AND
It Cr
PARALLEL.
3.STAKE TREE PERPENDICULAR
TO PREVAILING WIND. -- --- ------
LIGHTING TO BE CONTROLLED
NE HALF OF SPACING
EQUIREMENT BY A PHOTO CELL AND 2 POLE
LIMIT OF PLANTER AREA TIGHTLY COMPACTED 3'BERM TO FORM
DEPRESSED WATERING BASIN. W E CONTACTOR
14 TOP OF ROOTBALL TO 4'WOOD CHIP MULCH. UTILITY POLE OR
EXTEND 2'ABOVE UPLIGHTS IN MEDIAN
FINISH GRADE 00%_
STREET LIGHT STD.
CONDUIT SIZE AS REQ.
TOP OF STAKES BELOW
HEAD OF TREE WHERE >
SPECIES GROWTH HABIT PERMITS. 0
j
MAIN TRUNK
>
(2)SETS OF CINCH TIES SPACED 24- z FIXTURE SCHEDULE
APART,ATTACH WITH GALVANIZED w
T.),
SCREWS TO O'LODGE POLES, >
2"DIA.LODGE POLE PINE STAKES <
ROOT BALL WITH WOOD PRESERVATIVE STAIN,
DRIVE A MINIMUM OF 6"INTO mmutiEACIURE DESGRIPDQN- MODELI LAMP-YDAJAGE
UNDISTURBED SOIL AND POSITION 1 c
STAKES OUTSIDE ROOT BALL
PLANT PIT TO BE(2)TIMES THE ARBOR GUARD IN TURF AREAS AND
WIDTH OF THE ROOT BALL. FRONT YARDS. LUMIERE 120 VOLT ACCENT 301-BK 120 VOLT 50 WATTS
TOP OF ROOTBALL TO EXTEND 2'
TREE LIGHTING
ABOVE FINISH GRADE.
TIGHTLY COMPACTED 3'BERM TO FORM
WATERING BASIN FOR RESIDENTIAL AND
GROUND COVER INSTALLATIONS.LOCATE
OUTSIDE OF PLANT PIT.BERMS IN TURF
NATIVE BACKFILL WITH NO AREAS TO BE REMOVED PRIOR TO CITY
NOTE: ACCEPTANCE.1111p
BOOKS GREATER THAN 3-
DIAMETER.
ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON UNDISTURBED NATIVE SOIL.
PLANS, SEE LEGEND FOR SPACING REQUIREMENTS.
WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR NOTES: CONTRACTOR TO PROVIDE 120 VOLT CIRCUIT FROM CONTROLLER LTO LIGHTS.
SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 0 T BALL
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING OF ROOT BALL.DO NOT CRACK ROOT BALL. NATIVE BACKFILL WIT H NO CONTRACTOR TO INSTALL PHOTO-CELL AND ALL NECESSARY WIRING FROM
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3'DIA. 00 CONTROLLER PEDESTAL AND WIRE TO 120 VOLT LIGHTS. CONTRACTOR TO USE
3.SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 12 GA. MIN. WIRING.
OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE
NATIVE SOIL UNDISTURBED
LEGEND ARE ESTIMATES ONLY.
U�l
91 A- i winT14 A
C, rm
c�
C,
CIr
6 CITY OF RANCHO CUCAMONGA, CALIFORNIA TY OF RANCHO CrUCAM,ONGA, CALIFORNIA 10""'_-CITY OF RANCHO CUCAMONGA, CALIFORNIA
cli - BY: STANDARD PLAN c�
, A PROVED BY: SHRUB AND GROUND COVER STANDARD PLAN 111
w Lu CONTAIrNER PLANTING 7A_pRovEDBY_ AF_ DOUBLE STAKED TREE STANDARD PLAN
SPACING 508 506
:> w
4 E2 502
> -ENG I N E E R OtE_ 5 GAL - 24" BOX
uj C YENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A C F .RA25,-j_ GSE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I IVY ENGINEER DATE
R 0.Er IF SHEET.1 OF I U,C 11hE-WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT-ION SHEET I OF I
C.E, 9
0 A N Li
ff s I III r%t-%", ITAIrNER P%LANTIN-(A% u
%'P'jw%UN IF am" C 0%V'w E R DO' 'BLE r%TAK"E TREE P'LANTINO'
S" `RUB 80k GRA P ` LM TREE LIG" "TI
#502 SCALE' N.T.S.
SCALE: N.T.S. #508 SCALE: N.T.S. #506 SCALE.' N.T.S.
PALM TREE
21
PALM TRUNK
120 VOLT LANDSCAPE
LIGHTING-LUMIERE-MODEL
NO. 301-BK-1 20V/50 WATT 2f-oll
SEE DETAIL 1, THIS SHEET 6'X8"BERM
6'X8"BERMTO FORM
WATERING BASIN
------- ------------- y
2-00% ROOTBALL
4- 11 ROOTBALL
----------------
YA
ZD PALM TRUNK BACKFILL WITH
NATIVE SOIL
3/,VPVC LAT. DEourlIPTIO'NOY REV"10`10N
6"PERFPVCPIPES (41EACH)WITH DATE APPROVED
BUBBLER PER DETAIL K,SHEET L-4
m= sm no um on ow m am 6"PERF PVC PIPES WITH
-I I T o f R A IN' CH" C U GA M N G A
2 3 BUBBLER PER DETAIL 1(4) Li u u
UNDISTURBED NATIVE SOIL
HAVEN MEDIAN ISLAND N/O
1. PALM TREE ROOTBALL TO BE 6X6'X6CUBE FOR TRANSPORT AND PLANTING.
LEGEND: IUO% FREEWAY
NEW 2A
PLANTING TO OCCUR UNDER DIRECTION OF CITY INSPECTOR&CERTIFIED ARBORIST.
2. BACKFILL TO BE TAMPED ANDIOR WATER JETTED DURINGPLANTING FOR STABILITY. Pt
U1 MEDIAN CURB ONLY. *u
3. BACKIFILL MIX TO BE NATIVE SOIL FROM PLANTING SITE,SCREENED TO ELIMINATE
ROCKS OVER Z'IN DIAMETER.
4" P.C.C. w/AGGREGATE FINISH.
cp t" CONSTRUCTION DETAILS
4. ALL TREES ARE TO BE TRANSPLANTED AT THEIR ORIGINAL GRADE. luo 0
COMPACTED SUBGRADE.
(D 5. NO PLANTING SHALL BE DONE UNTIL,ALL OPERATIONS IN CONJUCTION WITH THE Signatuf`6%
-31-06 E .
INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES APPROVED BY: DAT
HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND
.DAe
PREPARED AS SPECIFIED,AND THE WORKAPPROVED BY THE CITY. CITY ENGINEER RCE N o. 24953
MAINTENANCE WA LK as DESIGN ARCHITERRA DES GROUP RF-COMMENDH)
SECTION PALM TREE LIGHTINGf. PALM THEEPLANTING CO F PN, LANDSCAPE ARCHITECTURE
SITE PLANNING
10221-A TRADEMARK STREET
SCALE: N.T.S. SCALE: 1/4"=1' DRAWN RANCHO CUCAMONGA,CA 91730 SH
SCALE: N.T.S. (909)484-2800 FAX: (909)484-2802
mss EETL-3-N.
CHECKED REVISED: 2/18/05 DRAWING N
JAF DATE 8/26/02 RLA NO. 2834 1885L
MW
ER CITY STD W
BBIESTONE
HAROSCAPE
V MIN_
�E N 0 T-E
A.D.G.#0230-5 SHEET 43 OF 52
IRRIGATION NOTES :
4
ALTA LOMA DRIVE 1. NEW WATER METER(SIZE PER'PLAN)�'AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION.
POINT OF CONNECTION NOTE 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.
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY 2. TYPICAL POINTS OF CONNECTION CONSIST OF ANEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR
DOWNSTREAM TO A NEW 1"DOMESTIC WATER METER. EXTEND NEW (IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY
2"TYPE"K"COPPER SERVICE PIPE AND INSTALL A 11/4"REDUCED A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND
PRESSURE BACKFLOW PREVENTER, PRESSURE REGULATOR, A 1-1/4 SPECIFICATIONS, MANUFACTURERS" RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE
FLOW METER,AND A 1-1/2"MASTER VALVE AND EXTEND MAINLINE TO EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
LIMIT OF WORK VALVES AS SHOWN. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A GUARD SHACK ALUMINUN ENCLOSURE MODEL No.
iNN 1 i�!! 1§1 I'l CGS-2 ,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
N NIN11 WX!1%11�ii 1119, 11
i!!11:2 111 N ;!1i ; ,10_:i , i'11i1:1, h
POSSIBLE.
4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
N, STATIC WATER PRESSURE: 140 P.S.1.
CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY
PRESSLURE LOSS CALCUO "LATION SYSTEM DESIGN PRESSURE: 64 P.S.1.
MAXIMUM IRRIGATION DEMAND: 27 G.P.M. CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND
EQUIPMENT, AND ARCHITECTURAL FEATURES.
5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO
PROJECT: HAVEN MEDIAN BY: FAC I I I
COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR D RECT ON MMEDIATELY
STATIC PRESSURE HIGH* 150 LOW- 140 i'S TO THE CITY.
SOURCE OF INFORMATION: RUSSEL i�ls
MAINLINE SLEEVING NOTE- 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND
SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT c!) CONTRACTOR TO FIELD LOCATE"EXISTING SLEEVE FOR STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE
PHONE NUMBER' (909) 987-2591 MAI' EEVE F ]R
r
1 00 MOINLINE VALVES WIRES AND TREE LIGHT ARES,:NEOAR CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
I"'
VALVE STATION/bPM: STATION: 2 T I
GPM: 27 STATION POINT 1.1+20.00. 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH
MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND
INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL
CONSTRUCTION.
@ 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS, STREET LIGHTS,TREES, ETC.) INTERFERE WITH THE SPRAY
WATER METER SIZE: 1 @ 27 GPM 4.30 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR
27 GPM 5.00 R
PRESSURE REGULATOR: 11/4 PRESSURE REGULATOR NOTE-. SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER
@
BACKFLOW DEVICE- 11/4 27 GPM 9.00 HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL
if @
FLOW SENSOR: 11/4 27 GPM 1.02 CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE BE MADE AT NO ADDITIONAL COST TO THE CITY.
MASTER VALVE: 11/411 @ 27 GPM 1.58 PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE
PRE' -]VA
cONT LVE
PRS T To
GATE VALVE(S)- 11/2" @ 27 GPM 1.00 OPERATE EACH VALVE AS NECESSARY. CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL
MAINLINE � L. 315): 211 150 L.F. @ 27 GPM 0.93 F STRIPS IN ENCLOSURE FOR IRRIGATION WIRING.
nx. if 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF
MAINLINE S H. 4v). 11/2 100 L.F. @ 27 GPM 0.56
11 (9 �ss WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE
AUTOMATIC VALVr_SIZE- 11/4 27 GPM 2.78 w HOURS OF 9-00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
3/4 79 L.F.9 8 GPM 2.25
LATERAL LINE SIZE-
ill 8 L.F.@ 15 GPM 0.22 > TYPICAL CONTROLLER NOTE - 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION.
THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY
11/2 18 L.F�@ 27 GPM 1.36 CONTRACTOR TO INSTALL(1)CALSENSE WALL MOUNTED CONTROLLER, THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL
< MODEL NO. (1) ET2000-8--LR-RR-TP-1,TP-1 1 0,WITH LR-DOME ANTENNA.
CONTRACTOR SHALL PROVIDE ONE, (1)STAINLESS STEEL METERED MOUNTING BE BROUGHT TO THE ATTENTION OF THE CITY.
PEDESTAL(STRONGBOX MODEL#. SB-1 6-SS/1 20 VOLT) FOR CONTROLLER. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-8-LR/RR w/TP-1,TP-1 10,LR(LOCAL RADIO)w/LR DOME
COORDINATION OF FINAL HOOK-UP OF CONTROLLER SHALL BE THE ANTENNA PORT INSTALLED WITHIN A STRONGBOX METERED ENCLOSURE MODEL NO. SB 24SS/120 VOLT
IRRIGATION HEAD PRESSURE- 30.00 Vill CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT ON TOP OF THE ENCLOSURE PER
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT
SYSTEM LOSSES SUBTOTAL- 60.00 c) POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE
Ilk CD CITYS ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
FITTING LOSSES (5% OF SUBTOTAL): 3.00 CUCAMONGA PRIOR TO INSTALLATION. CONTROLLER SHALL BE OPERATIONAL
§N Ir- 1 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE
ELEVATION LOSSES/GAINS (ELEV. X .433) 1.02 §1 PRIOR TO CITY'S ACCEPTANCE OF'PROJECT.CONTRACTOR SHALL COORDINATE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE
CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A
CALSENSE REPRESENTATIVE. PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER.
TOTAL SYSTEM LOSSES: 64.02 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED
AVAILABLE PRESSURE (LOW)' 140.00 CONTACT CITY PUBLIC WORKS INSPECTOR,AND CALSENSE AT: UNLESS OTHERWISE DESIGNATED ON THE PLANS.
SET PRESSURE REGULATOR: w 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER
79.00 �11R
DEFICIT OR RESIDUAL PRESSURE- (+)15.00 §1 1 1 CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA(619)436-0525. HEAD IS 1/4"ABOVE FINISHED GRADE(FINISHED GRADE IS SOIL NOT MULCH OR HARDSCAPE).
>
<
IRRIGATIuN LEGEND
IS
IN SEE P.O.C.ENLARGEMENT&NOTE SM MANUFACIURER i:16'111 11� RADIUS G.PA P-.0
0
M RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 51 0.20 30
RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 51 0.37 30
RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 81 0.50 30
§
Ilk" §% a
R, % I
X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 81 1.00 30
%
RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 81 0.70 30
V RAINBIRD 1812-SAM-PRS-iOH POP-UP-SPRAY HEAD 10, 0.80 30
0
0 REPAIR ASPHALT TRENCH,CURB/GUTTER
AND SIDEWALK PER CITY OF RANCHO CUCAMONGA RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10, 1.60 30
:> g -ANDARDS 101,104 AND 120
S1
LL § &
LL RAINBIRD 1812-SAM-PRS-10V POP-UP-SPRAY HEAD 10 0.80 30
0 0
RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30
CONTRACTOR TO PLACE IRRIGATION CONTROLLER
AND TREE LIGHTS CONTROLLER IN SEPARATE
2 NR I
§ 2 0 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30
Oil STRONG BOX ENCLOSURES PER DETAIL F,SHEET L-4.1
10 RAINBIRD 6"PVC RISER WIPA80-1401 BUBBLER FLOOD 0.25 30
3/4. SEE CONTROLLER NOTE ABOVE
EXISTING WATER LINE
§4 3/4 A-
EQUIPMM
EXISTING FIRE HYDRANT
% 1 DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER DISTRICT
0 NEW V WATER METER W12"
7-
SERVICE PER CVWD STANDARDS
NIBCO T-585-70-66 LIN E-SIZE GATE VALVE
NO.2 AND 2A
HOT TAP P.O.C.
bir
r PER CVWD STD REDUCED PRESSURE
314" vo
BACKFLOW DEVICE PER WILKENS 500 SERIES 11/4"PRESSURE REGULATOR
NO.11A
46 [MM] CVWD STANDARDS 2 AND 2A
< FEBCO 825-Y-BV-1.25 REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A GUARD
N
'100el, SHACK ENCLOSURE MODELNo. CGS-2
10 PRESS'URE REGULATOR
FLOW METER
A34" R CALSENSE FM-1.25B 11/4
R
R SUPERIOR 3100 SERIES LINE SIZE NORMALLY OPEN MASTER VALVE
MASTER VALVE
FLOW METER CALSENSE ET2000-8-LR-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER
314"
26 TP-11OW/LR-DOME INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/1 20 VOLT
ELECTRICAL CONTROLLER FOR TREE LIGHTS TO BE PLACED IN STRONG BOX PER DETAIL F,SHEET L-4.
3/48'1
APPROVED
1114 1039saF7, 4p 10
RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
3 r2 27 CONTROLLER RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. MAX.
3
00
R, to m - APPROVED SCH.40 PVC/CL-315 MAINLINE,SIZE AS SHOWN,MIN.COVER 1811 SHOW CL 315,2"AND LARGER
1114" 1530 50. FT
3/4V
APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,,MIN.COVER 12"
N
2
3/4" 3/4" 2 POINT OF CONNECTION
Ns
1: 3 OTHERWISE NOTED
APPROVED SCH,40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS
314- ENLARGEMENT
3/4ll 50so.
FT
R
341 34' 3 Vill
NOTES:
341
341
CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE
AND TO REDUCE OVERTHROW ONTO WALLS, WALKS AND STRUCTURES. SEE DETAIL'J'SHEET L-4.
IAII
314"
t314"
DESCRIPTION OF REVISION
DATE APPROVED
�R
U
H Ullill'iU U A M A
C I T 'Y of ' AN ' """ Clle
"A" "Em" MEDIAN IS-LAND N/O
LIMIT QF WORK v
NEW 2 10 FREEWAY
IRRIGATION PLAN
underground Service Alert SCALE 1 =20'
OFF HAMP APPROVED BY: DATE .
CA
Calk TOLL FREE ?,Pmp I & MILD yrum CITY ENGINEER RGE No. 24953
PLAN CRO%SS REFERENC'ES DESIGN ARCH ITERRA'6ES IG N GROUP RECOMMENDE
C2 LANDSCAPE ARCHITECTURE
'v`ffAL'VFE SIZING KEY
kill SITE PLANNING
1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET 10221-A Trademark Street
--i DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
FOR DETAILS, SEE SHEET L-4 Signa (909)484-2800 FAX- (909)484-2802
422-4133 VALVE# 1 10*--GPM 7-131-2 HH/JDD L.-4 mi
FOR SPECIFICATIONS, SEE SHEET L-6 Dato
VALVE SIZE 314" 10*--AREA (S.F.) FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 M e REVISED 2/17/05
TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWING NO.
'FORCORRESPONDING PLANTING PLAN SEE SHEET L-5 JAF DATE 8/26/02 RLA NO. 2834 1885L
A.D.G.# 0230-5 SHEET ____44__ OF 55
co
BRASS WYE STRAINER
WITH 60 MESH
z COAST GUARD SHACK
��:co MONEL SCREEN
510 ENCLOSURE MOD.ff CGS 2
LU
CO OUND PLASTIC VALVE BOX& BACKFLOW PREVENTER
I-_ COVER ETCHED IRRIGATION GATEn ASSEMBLY
Lu a
0:5 (CARSON OR EQUAL) 0 TO SPRINKLER ANGLE PIPE TO
< NIPPLE-TYPICAL SPECIFIED DEPTH WITH 450 ELLS
(5 z (4)PLACES SCH 40 PVC MALE ADAPTOR
I-_=_
�:c co -FINISH GRADE SCH 80 PVC UNION 'SNAP-TITE'WATERPROOF
WHITE CONNECTORS OR EQUAL HI-POP SHRUB HEAD BODY SET TO
BRASS OR PVC NIPPLE 114'ABOVE FINISH GRADE
NIPPLE BLUE
ELECTRIC CONTROL VALVE MULCH
CD Z PLASTIC VALVE BOX
6"THICK X 12"WIDE EPDXY FILLED WATERPROOF MARKED'IRRIGATION RCV'
FINISH GRADE
CONNECTOR OR EQUAL (CARSON OR EQUAL)
UNION----W CONCRETE PAD(LENGTH VARIES RED
BALL VALVE-11/2"OR SMALLER WITH I ETCHED WITH CONTROLLER
STAINLESS STEEL HANDLE PER SIZE/MANUFACTURER) U
BLACK Cc AND VALVE SEQUENCE
PRESSURE REGULATOR co I SLOPE TO DRAIN AT MINIMUM 2% PIG TAIL EXPANSION a
SEE LEGEND FOR MODEL IRRIGATION CONTROLLER LOOP(MIN.24"LONG) z:C4 61 MIN FINISH GRADE
RESILIENT WEDGE GATE VALVE-EPDXY
COATED,2"OR LARGER WITH 20 OPERATING
NO.AND BRAND. 12"1 FINISH GRADE
NUT PVC SLEEVE PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL
REQUIRED FOR EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS
VALVE LOCKINGLID. PLACEATGRADEIN MOISTURE
CO A PIPE THROUGH TURF AREAS AND 3"ABOVE IN SENSOR
CONCRETEPAD PLANT BED. WHERE
ED
PIG TAIL EXPANSION
3" ROM WATER SOURC NIPPLE-TYPICAL PIG TAIL EXPANSION LOOP(MIN.24'LONG)
3" (2)PLACES LOOP(MIN.24"LONG) WHITE
CO AMON) BRASS ANGLE
co 90%COMPACTION SCH 40 PVC MALE QVV VALVE W/UNION
REQUIRED ADAPTOR BLUEftsS zo 314*WASHED
4 CRUSHED AGGREGATE
WIRES .6
TO METER FLOW 0
L A RED
i7l 7t LINE TO SYSTEMS IV MASTER CONTROL 80 PVG NIPPLE
N--, VALVE SCH
z: BLACK Q 43 GRAVEL CONTROL&COMMON WIRES SCH 40 PVC
-a CONCRETE THRUST BLOCK ELBOW NOTE: MAR 900 STREET ELL
PER CCWD STANDARDS TYPICAL(4)PLACES & 1� &D LEX 900 STREET LL
OW METER
DIAMETER CONTRACTOR TO INSTALL LATERAL FITTING MARLEX 900 STREET ELL
RIGID PIPE AND RELATED Fn7INGS SHALL BE PER CUCAMONGA COUNTY SAME SIZE AS SCOTCH LOK EPDXY FILLED
WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH GRAVEL FLOW METER CONNECTORS FOR ALL FLOW NON-PRESSURE LATERAL LINE
CCWD PRIOR TO CONSTRUCTION. DIAMETER SAME SIZE SIZE SENSOR WIRE CONNECTIONS. BRASS NIPPL TYPICAL(2)PLACES
AS FLOW METER SIZE INSTALL SCOTCH LOKS
NOTES: IMMEDIATLEY AFTER SCH 40 PVC SXSXT TEE PRESSURE SUPPLY LINE ANTI-DRAIN VALVE AS REQUIRED
INSTALLING FLOW SENSOR.
31V WASHED CRUSHED 1. INSTALL PER LOCAL CODES. NOTES: FROM STRUCTURE OR HARDSCAPING. NOTE:
AGGREGATE BASE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY 1.INSTALL CONTROL VALVES A MINIMUM OF 12 1.LOCATE HEAD 2"TO 6'FROM WALK%CURBS,HARDSCAPING,MOWSTRIPS,
STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE DOWNSTREAM OF Z INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBI F NEXT TO SIDEWALKS. AND EDGES OF LAWN.
NOTES: UNINTERRUPTED PIPE(5X DIAMETER 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING. 2.USE TEFLON TAPE ON ALL MALE THREADS.
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) OF FLOW METER SIZE) 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3.INSTALL HEADS WITH INTERNAL CHECKVALVE AND PRESSURE COMPENSATING
&ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND FEATURE AS PER THE IRRIGATION PLAN.
2. INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. MOUNT TEST COCKS ON OPEN OR NON-STRUGTURE SIDE. �A MINIMUM DISTANCE UPSTREAM DF VALVE NUMBER. 4.HEAD CONNECTION AT BOTTOM INLET ONLY.
3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE(IOX DIAhIETER
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. OF FLOW METER SIZE)
5. PLACE AGGREGATE PRIOR TO INSTALLA11ON OF VALVE BOX 6. DIALETIC FrITINGS ARE REQUIRED FOR CONNECTIONS OF
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DISIMILAR METALS.
VALVE NUMBER. 7. VALVE PER STD.524 REQUIRED BEFORE BACKFLOW PREVENTER
WHEN MAINLINE IS&'OR LARGER.
h I J
BACKFLOW PREVENTER 1z MIG" POP "P SHRUB HEAD
LINE SIZE 'C3ATE VALVE MASTEm"' VALVE REMOTE U0"%%C)NTR`0L VALVE
SCALE: N.T.S. #528 ALE: N.T.S. #517 #539
SCALE* N.T.S. #516 SCALE: N.T.S. #526 CALE: N.T.S.
STRONGBOX MODEL NO:
24!- SB-16SS1120V
1800 PICS SCREEN PERFORMANCE
I PLASTIC VALVE BOX&COVER: STRUCTURE OR "SNAP-TITE"WATERPROOF
STAND ALONE CONTROLLER WITH ANTENNA CONNECTOR OR EQUAL FOR
NOTE: ETCHED"QC'(CARSON OR EQUAL) HARDSCAPING NOW FLOW SENSOR CONNEC- MODEL PCS-010 PCS-020 PCS-03c) PCS-040 PCS-060 PCS-090 PCS-125 PCS-175� PCS-260 PCS-370
ENCLOSURE TO BE GROUNDED PER TIONS. GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7
LOCAL CODE.GROUND ROD TO BE -
LR DOME PORT AT GRADE IN LAWN AREAS COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED
EPDXY FILLED LOCATED INSTALLED INSIDE ENCLOSURE.ON 3"ABOVE GRADE IN SHRUB 6"MIN. WIRE SERVICE LOOP (LOOP 8F TV 31 5P 81#
CONTROLLERSIDE. 18.,MAX. 1)
OUTSIDE OF BOX. CO AND GROUNDCOVER AREAS_L__ 8H 21 4s 71 81#
INSTALLATION/LOCATION COAXIAL CABLE BUNDLE 6"ABOVE GRADE) 8T - 31 51 51 91#
PER CITY AND CALSENSE FINISH GRADE SPLICE BOX COVER WITH 8Q 20 5) 71 7t
REPRESENTATIVE FINISH LOCKING TOP ETCHED"S.B." 8) 81
CALSENSE CONTROLLER, GRADE, 0�,I,0� 0, IV bt� 7. 1OF - - 51 10,
11 10H 2' 6) 21 10, ill# 11 W
MODEL NO. PER PLANS 11 T-(rXT-(rX6'CONCRETE
FOOTING INSTALL A MINIMUM OF 10T 21 W 71 101#
6- 2% 0.1
W ABOVE GRADE AND SLOPE 21
33 DNP QUICK CID 10Q 5' 81 7'
TOP TO DRAIN AT MINIMUM OF 2%.
INSTALL CALSENSE INSTALL CONDULETTE W1 COUPLING VALVE E IN LA)UN AREAS 12F - - 101# 5) 7' 81 12W
TP110 DEEP WP",r BOX WITH PURPLE 3"IN PLANTER AREAS 12TQ - 2' 31 5' 7' 10, 10,
(D CALSENSE HARNESS COMMON WIREICONTROL WIRES IN RUBBER CAP 91
120 VOLT DUPLEX 3"SCHAO PVC CONDUIT. 12TT - 2' 31 51 ill 12W
OUTLET(GFI) V==rj STAINLESS STEEL 12H - 4) 3' 81 10, 12W 12W
- 2' 61 10, 12W
SCREW CLAMP 12T 4'
120 VOLT WIRE IN RIGID STEEL tVWEP ELL MINIMUM(3) PLACES - 1� 81
RESET(GFI) CONDUIT(PER LOCAL CODE) 120 8P 12W
WIRED SUCH THAT WHEN CIRCUT TO POWER SIDE OF CABINET cryp.) 3/4"WASHED 15F - 10 5' 7$ ill 13W
BREAKER TRIPS IT DOES NOT SHUT 10`1 M 15TQ - - 61 81 8) 15W
OFF POWER TO CONTROLLER CALSENSE TP-1 WRR DOME ANTENNA PORT CRUSHED -
co
TRANSIENT PROTECTION BOARD HEAVY DUTY WEATHER-RESISTANT LOCATED OUTSIDE OF BOX AGGREGATE BASE A V1 12"X 18n GREEN PLASTIC METER
PHOTO ELECTRIC SWITCH FOR SECURITY INSTALLATIONILOCATfON PER 4 4 4,q4 a 15H - 4 5 81 12' 12'
LIGHT CONTROL AS REQUIRED PER CITY AND CALCENSE REP, 4 A� b A�.4 A- BOX, CARSON OR EQUAL
PLANS. 4 1 V ffl�P-111110 R Vo V V p� 15T - 3y 4l 81 12' 15W 15W
V 4 A b- AV 01 VA
ELECTRIC METER TO BE INSTALLED 15Q - 2' 5) 61 12' 15W
SCH 40 BRASS NIPPLE
IN SEPARATE STRONGBOX MODEL Go 15SQ - - 71 - 12X12' 14X14' 20X20' 23X23'
CALSENSE CONTROLLER MODEL NO. MPS-Al 135-10K -
PER PLANS. SCH 40 BRASS NIPPLE 17SST 1 0 16 16 9 30
REFER TO CONTROLLER 15CST 4X22' 4X29' 4X39' 9X24'
ENCLOSURE MOUNT INSTALLATION STD. 24"LONG 15SST - 4X12' 4X24' 4X27' 4X3-' 4X40'
SECURITY LIGHT 15EST 4 14' 4 16 4 20
TIMER REQUIRED PER 4XI 8'
PLANS, 1
NOTES: 5F 3l' 411 23 3l
1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL FINISH &GROUND ROD 5H-B - 5" 1010 6" 2
CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR GRADE IN. 510-13 51) 10" 3% 1 y
2 120 VOLT WIRE IN RIGID 5CST-B 7" 147 31 5P
PRIOR TO CONSTRUCTION. C� STEEL CONDU IT(PER SCH 80 PVC 900 SCH 40 BRASS 900 ELL
2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN T4 I ----- - 11
7 SCH 40 CONDUIT LO CA L CO D E) STREET ELL - 61
16F-SLA 6" 51 41 14' 16W
SEQUENCE OF REMOTE CONTROL VALVES. $ 1 F _r,
FOR SECURITY LIGHT 16H-SLA 6 5) 10, 13' 10,
3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH Ce WIRING. PRESSURE SUPPLY SCH 40 BRASS 900
BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE LINE FITTING STREET ELL 16Q-SLA 61) 2' 5l 31 12' 16W 16W
WIRE AT THE ENCLOSURE. 22F-SS - 8' 1 4$ 6) 17' 21W
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. C, CITY OF RANCHO CUCAMONGA, CALIFORN I IA PRESSURE SUPPLY LINE #4 REBAR STAKE 24 VOLT WIRES.TAPED AND 22H-SS - 4!l 1A 3" 51 12' 18, 12'
5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE C,APPROVEDDY: STANDARD PLAN' (24-LONG) BUNDLED AT 15 FT. INTERVALS 2_2Q_SS, 6" 2' 1 1 1 . .
CONTROLVALVES. CONTROLLER ENCLOSURE 6' 1 �1' 1 15' 1 20W 22W ---
6. LR DOME ANTENNA PORT TO BE CONNECTED TO DIGITAL RADIO 2 CU. FT. PEA GRAVEL #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI.
V. TYPE A 522
AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER -CITYENGINEER DAT USE VATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTE:
SYSTEM PRIOR TO ACCEPTANCE. jR.C,E SHEET 1 OF 1 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS.
7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSU S D G N I ES.
ON& A
CONT. PED. SIBI-1 6S%'0j% z0"%0V 24 UL I V
CONTRU'LLER"' A SSwEmMBLOY Gulolud'K (30UNI'LER VALVE V S"LICE wrm"'CS SCREEN CHART
EVEN
SCALE: N.T.S. #524 SCALE: N.T.S. #522 ALE: N.T.S. #536Z #540 LE: N.T.S.
T EC2-AR-400DA.C,FINISH SURFACE TO PLACEDNO SOONER
THYAN 14 DAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING.
RAIN CAP L- TYPE B-AR-40DDAC.aASET0 BE PLACED WTHIN
NOTE 7 72 HOURS AFTER CONSOLIDATION OF BACKFILL.
FINISH GRADE
cli BUTT JOIN
113W Itaw
T-I' MUST BE REMOVED AND
PVC COUPLER-------- REPLACED.
95%RELATIVE H-4
COMPACTION MIN
-BUBBLER 0
'mole
90%RELATIVE
COMPACTION MIN. CRUSHED AGGREGATE BASE IN TRENCHES
0 eo a
01 1 490 LESSTHAN 100'IN LENGTH,SEENOTE#1.
CP f)"
611PVC 0 ..'L...........
C21 I . *.-. 12,
Cl, C.4M
SEWER PIPE C�I -
a COUPLER
BEDDING SHADING PER UTILITY
INVOLVED,F NONE REQUIRED,
USE CLASS 2 AGGREGATE BASE
0 AS PER STANDARD DAG.NO,M I
#4 WASHED GRAVEL 'm 0
ES CR IP T ION '-"'IF REVIS 110"N
CID �a
ck PVC SCH 40 NOTES: "T
LATERAL DATE APPRO
CP
42 1. Ali trenches lWinlength or longer shall bebacKlIed andconsolidated per
Sections 306-1.3.1 thru 3MI.3.4 of the Standard Specifications.
2. Spread Boxes maybe employed fortrench paving jobs less than 500 Tin.ft. I T t r" A C% Fil 'C") C' Ull C] A M 0 N A
T u ri
3. All joints shag be vertical buttjoints;lap or feathered joints art=acceptable.
4. Unless otherwise instructed by the City Engineer,trench patch shall be straight grade
across width,andshall not be crownedat center.
HAVEN MEDIAN ISLAND N/0
5. Prior to placement of&C.,pavement edge shall be cut to a dean vertical and
NOTE: straight edge with tack coat on face otcul.
6. The entire traveled lane,17 min.,shall be aledayedwith AU min.C2-AR-4000A.C. A Pkt
1. DEPTH OF SUMP SHALL BE PER SOIL CONDITIONS using a self propelled pa%hng machine(BARBER GREEN,BLAW KNOX or equal)for ail *U - -1 NEW 9210"' FREEWAY
LO trenches 500'in length or longer.
OR 3' MIN. 0)
A 7� PeTmanentA.C.patch,which shall be aminimurn 0.26 thick or 0.19 thickerthan existing-Mfichever GO
is greater-as directed by the Engineer in the field.
1cp rn
-4
C, CITY OF RANCHO CUCAMONGA, CALIFORNIA IRRIGATI(ODN DETAILS
a
APPROVED BY: ig a
STANDARDPLAN 7-31-0
TRENCH REPAIR -
LL
UA. 120 APPROVED BY: DATE :%-3 163,
CITY ENG NEER DATE USE VMH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 1 111)
R.C-E__2.12,9_�_ SHEET 1 OF I D
a UP CITY ENGINEE"' R C E N o. 24953
0 1 F CN DESIGN ARCHITERRA Df=SIGN GROUP
TREE BUBBLER SU T rR"E N U00%Fi REPAA IR JDD LANDSCAPE ARCHITECTURE
I - SITE PLANNING
10221-A TRADEMARK STREET
SCALE: N.T.S. #545 ALE: N.T.S. #120 SCALE: N.T.S. SCALE: (909)484-2800 FAX: (909)484-2802 1 ROME
JDD
REVISED' 2/17105
CHECKED DRAWINGNO.
RWK DATE 8/26/02 RLA NO. 2834 1885L
FRED =WBL*t
13LAO K
Tj
A.D.G.#0230-5 SHEET 45 OF 51
ALTA LOMA DRIVE
PLANTING NEAR HARDSCAPE NOTE.- PLANTING NOTES.
1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
ON-CENTER SPACING AWAY FROM WALKS,WALLS, CURBS, AND OTHER INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
HARDSCAPE ELEMENTS(EXCEPT FOR ROCKSCAPE,WHICH ALLOWS FOR RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
LIMIT OF WORK SHRUBS TO BE PLANTED CLOSER, 12"MIN.). SPECIFICATIONS.
100NON1100 MWIN 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT
2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS.
PLANTER WIDTH FROM WALKS,WALLS, CURBS, AND OTHER HARDSCAPE
ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH
tS 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
WOULD OTHERWISE REQUIRE 8'OR GREATER PLANTING SPACE MAY BE ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY
A PLANTED WITHIN 4'OF ROCKSCAPE, PROVIDED THAT THERE ARE NO DAMAGE OF SAID UNDERGROUND FACILITIES.
OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS,
OR CURBS). WHERE POSSIBLE.TREES SHOULD HAVE THE 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
§ RECOMMENDED CLEAR PLANTING AREAS RECOMMENDED ON THE CITY'S SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
TREE LIST. WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY.
A DEGREE WHERE THESE STANDARDS CANNOT BE FOLLOWED,THEN IN
THE INTEREST OF PROVIDING TREES, WE CAN COMPROMISE ON THE 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
PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED
WITHIN 2'OF ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OF THE CITY PRIOR TO EXCAVATION.
Rs
OTHER ITEMS MENTIONED ABOVE. TREES REQUIRING A MINIMUM 2' 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/011 REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
PLANTING AREA SHOULD NOT BE PLANTED CLOSER THAN V,JUST TO BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-
S AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE TRUNK. 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 QUANTITIES FOR PLANT
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
8. WHENEVER SHRUB/GROUNDCOVER AREAS AREADJACENT TO TURFAREAS OR PUBLIC LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS
AND DETAILS HEREON.
t 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
W
10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
000" 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 SO. FT.
4 CY. NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM
125 LBS GRO-POWER PLUS
11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO
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
z NORCO, CA
(909)538-3321
W
zs
Its
A
G
SYMBOL
IN BOTANIC NAME SPACING COMMENTS
S CALL-OUT COMMONNAME SIZE QTY.
!§
TREES
0 T- Magnolia grandiflora Magnolia 24" Box 20'o.c. Standard 2
S let
x, A
N
v (D
4 Ilk 1 'Majestic Beauty'
+ I T-2 Phoenix canariensis Date Palm Existing Per Plan Standard 2
ft 10
CC
0 0
I Z,
U_ U_ SHRUBS
0 0 ROADWAY ROADWAY
S-1 Juniperus h. 'Wiltonii' Juniper 5 gallon 36 O.C. 35
S-3
2 n 2 3'
123 S-2 Dietes bicolor Fortnight Lily 5 gallon 48 O.C. 54
E POSE
AGGREGATE
31 Festuca glauca Fescue 1 gallon 12 O.C. 297
S-3
1\1 RAISED PLANTER
S.,
Ballerina Indian 5 gallon 36 O.C. 77
R S-4 Rhaphiolepis indica
'Ballerina' Hawthorne
S-2
SEut"NTION A-A
R� 8
:SIN
S
N.T.S.
S-4
13
S-4,
S-1 .9
!§ 17
18 EXISTING PALM TREE NOTE.-,
EXISTING PALM TREE CALLOUTS ARE AS FOLLOWS,
/T72N
PALM TREE'B' IS THE FIRST TREE AS YOU ARE LOOKING
NORTH AND PALM TREEWIS THE SECOND TREE.
V_/
A A
TREE 1N (TALL PALM)
LOCATION'A'
T-2
TREE 1131 (SHORT PALM)
LOCATION'B'
28
S-4
v,
19 N
0
0
S-1
NS
R
1
17 011011%
�-2 SYMbUL LEGEND
NN DESCRIPTION OF REVISION
DATE APPROVED
174
1%131 TREES SHRUBS
' IT " of ' AN " " " ' CAM ' N ' A
CALL-OUT,..,
SYMBOL CALL-OUT
SYMBOL0 2 A S 9
LIMIT OF WORK SIZE HAVEN MED11AN ISLAND N/O
(gal./box) QUANTITY QUANTITY NEW 210 FREEWAY
A
F PLAN U0n"R'hOb0S5 REFERENCES SCALE 1 =20' PLANTING PLAN
underground Service Alert UF FIA APPROVED BY: DATE:,31a/el;�--
M FOR NOTES AND LEGENDS, SEE THIS SHEET
'A Pg,
FOR DETAILS, SEE SHEET L-2 4,
1. CITY ENGINEER At' RCE No. 2495
Call.- TOLL FREE 1 4
FOR SPECIFICATIONS, SEE SHEET L-8 y1rum - _P
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-1 6 DESIGN ARCHITERRA 111.�SIGN GROUP RECO MENDED
41:. LANDSCAPE ARCHITECTURE
U HH
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3 rn SITE PLANNING
1 -800 10221-A TRADEMARK STREET
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
tu (909)484-2800 FAX: (909)484-2802
Via-A HH/JDD
422-4133
D al e - 2/17/05
REVISED.
TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWING NO.
JAF
OF C DATE 8/26/02 RLA NO. 2834 1885L
A.D.G.# 0230-5 SHEET _46—OF 51
I
SPRINKLER EWGATION SPECIECATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 1 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
e. 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 �
.
�
I PART-1--GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. I Drawings when it is obviously inadequate,without bringing this to
and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be . �
1.0 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material S. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. I I
1 4. The chart is to be a reduced drawing 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 and/or concrete is necessary,it shall be done and replaced by the .
A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be
necessary to furnish 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-Pressure 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: Cucamonga. No hydraulic driving will be permitted under concrete .
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.0 MAINTENANCE I
B. Standards: All work and materials shall comply with governing codes,safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the 7 .
orders,standards,and regulations,and meet the minimum requirements of color 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"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a � I
the Standard Specifications For Public Works Construction(Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven(7) days prior to any planting. I �I
edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the I �
�
�
1.0 QUALITY ASSURANCE&REQUIREMENT'S mils. 3. Pipe shall be made from NSF approved,Type 1,Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation period. ..
2 compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is � I
A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-2 2-7 0 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install fines(and various assemblies) in such a 3.0 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. 8 .
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt I�
i
� "
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.O I B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in 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 be riser opening in the sprinkler body. with its own 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 Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01B of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective I.
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.0 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: 0. Sleeving: specific items required to complete work,perform such work in 9 .
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho I
made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by I .
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-35 1. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction .
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga. I
rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on every 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 � I
Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460 methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the .
construction of a better quality,higher standard,or larger size than is C. Guarantee statement. ' 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as I .
. required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all I- Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur. I ,
Specifications and Drawings shall take precedence.. major equipment. . 5. On PVC to metal connections,the Contractor shall work the metal I
1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.1 SITE OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. In addition to the above mentioned 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 0 1
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho I .
I I. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to . I
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated: .
I shall carefully investigate the structural and finished conditions rendered. 16%zinc,24%cadmium,solidus at 1 1 2 50 F,and liquidus at I 1 450 F. 1 1 7 volt receptacle. Metal conduit shall run from the 1 17 volt supply .�
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: 1. Pre-job Conference-7 days I �
such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: properly phased.
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6) inches from each 2. Pressure supply line installation-24 hours . . �
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(I 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12) inches from lines of other trades,with the I ��
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring (station valves,master exception of the control wire sleeve(s)which shall be installed 3. lateral line and sprinkler installation- 24 hours I
features. a. Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 Ib SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours I I
1
2. All work called for on the Drawings by notes or details such be supplied on this project. �
b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q Miscellaneous Irrigation Equipment: �;,
furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours
specifications. C. Two(2) keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous �
d. One(1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve (2"and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours I 1
3. 'The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours .
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal.
exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller- 8. Final observation-7 days I
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--EXECUTWN B. When observations have been conducted other than the City of Rancho . .
City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga, 3.0 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these � .
revision necessary. 1.0 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves: I A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union observations were made. .
1.0 SUBMITTALS 4 1. Quick coupling valves shall have a brass,two-piece body designed for a size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without"As-Built"record drawings. The .1
3 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. contractor shall not call for a site visit without"As-Built"record drawings,
A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves: without completing previously noted corrections,or without preparing the I I
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit.
1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow I .
processes specified by name in the Drawings and Specifications. No at 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 I -
substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping. H. Backflow Prevention Units: locations. I remote control valve in a separate valve box. . I
City of Rancho Cucamonga.
I 1.0 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe, so there shall be 1. Flushing of System: �.�
2. Complete material list shall be submitted prior to performing any 5 irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and CONCRETE SPEMCATIONS I
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all necessary diversion work has been completed,and � . � ..
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be PART-t-GENERAL I .
is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safety proceed before starting work on the irrigation system. opened and full head of water used to flush out the system.
I Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. #I OOB or approved equal. 1.0 Description I 1
2. Sprinkler heads shall be installed only after flushing of the system 1 1
Use a separate sheet of paper for each item to be submitted. 3.0 PREPARATION 11
. 3. All pressure main line piping between the point of connection and 2 has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works �;
1 Backflow Preventer Febco 825-Y-B the backflow preventer shall be installed as required by local code. A. Physical layout: Rancho Cucamonga. Construction(Green Book-* Edition per the City of Rancho Cucamonga). Refer to
V 2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to Sections 4,201,303,and 400,as well as any other sections related to the installation,
2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: per and post installation of concrete work,materials,labor,and clean-up. The �1
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is construction. Submit shop drawing for approval. supply lines,routing and location of sprinkler heads. �1. Install the sprinkler heads as designated on the Drawings. Sprinkler Standard Specifications for Public Works Construction is available from: .
4 Etc. Etc. Etc. approved. 1. Check Valves: . 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects BI Building News
to installation. to those itemized. 3055 Overland Avenue I
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze Los Angeles,CA 90034 �
Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310) �
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--5 1 D,Class A, B. Water Supply: Drawings. In no case shall the spacing exceed the maximum 202-7775 1 .
boxes,etc. No copies of manufacturer's literature(catalog cuts) are TypeIV. recommended by the manufacturer. 1.0 Scope 11 I
required as submittal information. 1.0 GUARANTEE 1. The irrigation system shall be connected to water supply point(s) of 2 .
6 2. Anti-drain valves shall be of heavy duty virgin PVC construction with . connection as indicated on the Drawings. 3.0 TEMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as I I I
.
3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel 2. Connections shall be made at the approximate location(s) shown on 4 specified,including,but not limited to the following: 1. -
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be held adjustable against the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the
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 drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors. -
expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. City shall not relieve the Contractor of his responsibilities under the terms of the �
4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete. 1� I .
product or products apparently meet the requirements of the maintenance manual. 3.0 EXISTING TREES C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where I I
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be applicable. .�
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the 5 1
1 . Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all
shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.0 Protection � � . �
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (2) inch and larger roots occur shall be done by hand. All roots two(2) inches and 3 �
liability under the guarantee. Such warr-anties shall only GUARANTEE FOR MR1GATION MTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on larger in diameter,except directly in the path of pipe or conduit,shall be tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3) days. � �
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause under and shall be heavil wrapped with burlap to prevent scarring or excessive Barricade shall be placed iniediately after concrete finishing. Contractor shall furnish,
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. y �
drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any �I
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 damage to new construction and replacement or repair of the work shall be made . I
� accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.0 INSTALLATION trimmed,making clean cuts through. Roots one(1) inch and larger in diameter shall without added cost to the City. ,�
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. 'Ale agree to repair or replace any defects in material or 3 be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
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 shall be installed along the A. Trenching: closed within twenty-four(24)hours;and where this is not possible,the side of the 1.0 Clean-up
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the tree shall be kept shaded with burlap or canvas. 4 1.
� exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of Upon completion of all concrete work and before final acceptance,the Contractor shall I
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. Where more than one(1)wire is placed in a trench,the wiring shall trench. lay pipe to an even grade. Trenching excavation shall follow 3.0 FIELD QUALITY CONTROL remove all tools,surplus materials,apparatus,debris,etc.from the site and-th"ite,_,
I This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15) feeL layout indicated on the Drawings and as noted. �1:.I,",-1-_11", ""'� _' .
shall be left in a clean,neat condition acceptable to the City. c - ::�,�,�_
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as a record set. replacements within a reasonable time after receipt of written notice from the City,we " - "I�
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A. Adjustment of the System: I�, "e., I, i), I I ,�
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all / � � W'Jj, ,�',, I
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2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demz d. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or bardscaping. 11.I J �� ,0 0 1
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- - 1. The Contractor shall flush and adjust all sprinkler heads for A,, 1." . "� _�A
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drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of 1�.�''. " ,
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work as actually installed. For example,should a piece of equipment PROJECT:HAVEN AVENUE MEDIAN ISLAND repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all optimum performance and to prevent overspray onto walks, I/(Z,��,,�' � �.,�.-� .
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roadways,and buildings as much as possible. - ; ,F_J '',
be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3) inches or larger in diameter. 11111" 1� A .
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LOCATION:HAVEN AVENUE NIO 2 1 0 FREEWAY I I I I'� I 1`i � .�
must indicate that equipment has been relocated in a graphic in trench without stress or stretching wire conductors. 2. If it is determined that adjustments in the irrigation equipment will � , 6 A 1��
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manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(I 8) inches cover for all pressure � ,,_ �,--- -" - �1-,"!� .
provide proper and more adequate coverage,the Contractor shall 1� I . - I'll � 11 t� I
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irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 1/2")inches or smaller I � \ �, 11�,
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make such adjustments prior to planting. Adjustments may also �,- � �� ,
then be transferred to the original record drawing plan at the proper Packs,Rainbird Snap-Tite wire connectors.,or approved equal. Make I , -,
time. ADDRESSED: 5. Provide for a minimum of twelve(12) inches for all non-pressure include changes in nozzle sizes and degrees of arc as required. � , `�_,_ - -___,�� ,_ , �",1, �
only one splice with each connector sealing pack. �', ,�, , I � 1,,",1-. I,
lines. `�4,�� 1
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3. Before the date of the final observation,the Contractor shall transfer PHONF-- DATE OF ACCEPTANCE. 6. Field splices between the automatic controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be I 1���'
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all information from the"record drawing"prints to a sepia mylar or . valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (18) inches for all control accomplished within ten(10) days after notification by the City. long= 1�
similar mylar material. Arrangements shall be made through the city PART-Z--PROD!= Rancho Cucamonga. wiring. I
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for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades *""f
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shall be in waterproof India ink and applied to the mylar by a 2.0 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings. � � I �
technical pen made expressly for use on mylar material. Such pen I susceptible to traffic loads. I I . I
shall be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers I
Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. D" E ,,t__w)1 CIEZ, IyPh TI%01 N 'F ' E"IS 11 N I
readable even on the final controller chart(see Section Q. The T " K V %-If DATE APPROVED �-
original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are � � 11
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated B. Testing of Irrigation System: I 5 fn if a #'k ��
controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy 11 I I --
1. The Contractor shall request the presence of the City of Rancho ' IT "' of "' AN " " ' ' ' ' ' ' M 0 NGA
� 315 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. U y umu U L J Fk �1
4. The Contractor shall dimension from two(2) permanent points of . to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped fflllm� I I
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per I I A It ,I I
intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. IV IL 1%I
� pope must meet requirements as set forth in Federal Specification PS - L. Electric Control Valves: areas,humps or other surface irregularities. r1m V EN MEDIAN IN'S"LAND N/0
I a. Connection to existing water lines. Pipe).22-70,with an appropriate standard dimension(S.D.R.) (Solvent-weld 2. A fine granular material backfill will be initially placed on all lines. Note: Testing of pressure main lines shall occur prior to 1% 0 ff N � .
b. Connection to existing electrical power. 1. All electric control valves shall be the same size and type shown on P 4"E W ".2'rh1m 0 F R E E W A Y
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installation of the electric control valves.
c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2) inch in size will be I I
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d.Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shafl be tested under hydrostatic � . I
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. 3. Flooding of trenches will be permitted only with approval of the City pressure of 150 pounds per square inch and proven watertight prior . I
e. Sprinkler control valves. ) to paving. �
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. 1rh"RULGATI(NA & C"ONSTRULC"'TIC)"N Su"r"'E'L"';'IFI'L"k;ATItL")*NZ"'i', I I
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g. Quick coupling valves. PVC compound conforming to ASTM resin specification D 1 7 8 S. All valve. 4. Sustain pressure in lines for not less than six(6) hours. If leaks I .
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, .
develop,replace joints and repeat test until entire system is proven V _N BY: ru"AT E. .
i. Other related equipment as directed by the City of Rancho 21-70 M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, watertight. APPRO' 'Eur ti . - � ,314165-- .
the Contractor shall make all required adjustments without cost to the
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Cucamonga. . city. CITY ENGINEER -
5. PVC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved /" RGE No. 24953 1 .
1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries 5. All hydrostatic tests shall be made only in the presence of the gggggllgwll''JA� 'lt�_�'Wj I
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5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN ARCH ITERRATES IG N GROUP RECOMMEMED � I
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 JDD LANDSCAPE ARCHITECTURE .�
Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. . SITE PLANNING
Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x I I"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or , 10221-A TRADEMARK STREET I
that may be omitted from the prints. manufacturer. Carson Industries# 1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four 6. Furnish necessary force pump and all other test equipment. DRAWN RANCHO CUCAMONGA,CA 91730 SHEET ' '
equal. (4) inches below the pipe and six (6) inches above the pipe) and JDD (909)484-2800 FAX: (909)484-2802 L-7-N � . .'
C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical 7. When the irrigation system is completed,perform a coverage test in - - -
3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the REVISED' 2/18/05 �
1. As-builts drawings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Furnish CHECKED DRAWING NO. :
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Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any RWK _ DATE-Ba&M RLA NO. 2834 1885L ��
C. Schedule or class ( - -,
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PLANTING SPECIFICATIONS
PART 2 -EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.0 Responsibility and Coordination:
1.0 Scope of Work. 2.0 Protection: good horticulture practices and shall be of the size and caliper normally 4
1 associated with the container si2e specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers
1 Keep all plant material 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 equipment incidental to and shall not be allowed to dry out. Bare root 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 hydroseed
implied,or as delineated in the Specifications as follows. shall have root 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
1.0 Standards: until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application.
accepted and will be replaced at Contractor's expense.
2 All work and materials shall comply with governing codes,safety orders,standards, 2.0 Installation- 6.0 Non-Selective Herbicides:
2 E. Size&Df-Plants. -Shall be as statEd on the Plan. Container stock(1-gallon,5 5
and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall ha-ve been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as
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 around trees and F. Suhslitutiom -Substitutions for indicated plant material will be permitted 6.0 Selective Herbicides:
A. All Contractors performing Site Development work,must be licensed in shrubs using the following mixture: provided the substitute materials are approved in advance-by the City,and 6 Selective pre-emergent herbicides compatible with seed mixtures(as recommended by
accordance with the laws of the State of California. Native,On-Site Soil with rock no greater than 3"in diameter are made at no additional cost to the City. Except for authorized variations, the Pest Control Advisor)
Gro Power Plus,5-3-1 15 lbs/cy all substitute plant materials shall conform to the requirements of these
B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 Ibs/cy specifications. 6.0 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed during the
course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) G. Plants-NotApproy-ed -Plants not approved are to be removed from site 7 If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
immediately and replaced with suitable plants. The City reserves the right to the planting areas will require control prior to removal,spray these areas per Pest
C. Contractor shall obtain and keep in force Public liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each reject entire lots of plants represented by defected samples. Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment.
amount of insurance shall be determined by City. H. Stake all trees,as per details immediately after planting to prevent wind A. Prior to the installation of the irrigation system remove and clear alI weeds
damage.
D. Prior to start of site development work,the Contractor shall notify the Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas.
landscape Architect and City to give starting and completion dates. and shrubs. Berms in turf areas to be removed prior to City acceptance. L Plant trees that are to be located in lawn or ground cover areas after finish Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the Landscape Architect and City with the name 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.
and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering
of trees. All planting holes shall be excavated as defined on appropriate 0 lik 11ii 1111
1.0 Responsibilities and Coordination: 3.0 Scope of Work: details. �1� 111I 11111111ii - Tfrii A%,Tr
4 A. Permits: The Contractor shall obtain and pay for all,permits and inspections A. Provide all materials and equipment,and perform all work necessary for and 4.0 Soil Amendments: 7.0 Scope of Work.
required by governing authorities for the work to be performed. incidental to the soil preparation and finish grading of all planting and lawn 3 1
areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing
B. Existing Conditions: The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in the
dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if 4.0 Trees Stakes: specifications including,but not limited to the following:
work under this contract. The Contractor shall verify the location and depth required. 4 Maintain all plants and planted areas.
of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Keep planted areas free of weeds and debris.
further information.
C. Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred
for all temporary utilities such as water,electrical power and gas as required 3.0 Topsoil: Fertilized all plants and planted areas.
Irrigation.
by him for the construction of the project. Temporary services shall be 2 5.0 Scope of Work: Insecticide spraying.
coordinated with the City and other contractors on the job site. A. Odsting on-site soils listed as'acceptable'under'Site Grading'specification. I
7.0 Fertilizers:
D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and 2
establishing all surveys,reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground COWT and bedding plants,as shown on plans,as A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
reasonably implied,or delineated in the specifications.
shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 Gro-Power Controlled Release Nitrogen,as designated herein,or approved
part per-million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro
E. Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio (SAR) shall not exceed 3.0 millimohois per centimeter at 25 C. 5.0 Bedding Plants: Power(909)
detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be 2
Perennials and Annuals: Provide heal1hy container grown plants from a recognized 393-3744.
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project nursery,and of the species and variety shown on plans. B. Ammonium Sulfate: Granular form containing not less than 2 1%nitrogen and
City or governing authorities. Landscape Architect for analysis prior-to use. Result of testing io be delivered 2496 sulfur and shall be registered as an agricultural miner,with the State
1.0 Defective and Unauthorized Work: to City for approval. Soil test to include analysis and recommendations. 5.0 Ground Cover. Department of Agriculture in compliance with Article 2-"Fertilizer Materials,"
5 3.0 Soil Amendments: 3 Section 1030 of the Agricultural Code.
All work which is determined by inspection to be defective in its construction or 3 Ground Cover. Provide ground cover of the species shown on plans. Ground cover 7.0 General:
deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. 3
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting.
acceptable to the Landscape Architect and City. 5.0 Mulch:
1.0 Inspections: 3.0 Soil-Preparation: 4 Mulch: Shall be of compacted wood chip fiber.
4 Maintain all plants and planted areas on a continuous basis as they are installed
6 All work on irrigation system shall be complete and inspected for recommended 5.0 Coordination: during the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil of total project. Replace any dead or dying plants as directed by the Landscape
and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. 5 Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is dela�,ed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain
tilling or cross ripping to a depth of 12". All rock and debris more than 2"in sheltered location protected.from the sun,wind and other damaging all plants and planted 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 be removed. maintenance and equipment and/or maintenance personnel,shall be
Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of
Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs
Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written
Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: 5.0 Installation: permission from the�ity.
-7 Days. 6
Final Inspection(after maintenance period) -7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating
The contractor shall arrange a Preconstruction job conference with the Landscape 200 lbs.of Gro-Power or approved equal. Each plant shall be planted with its proportionate amount of soil so as to minimize areas at intervals not to exceed 10 calendar days.
Architect and City a minimum of seven(7) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shaII be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an
1.0 Guaranties: bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
specifications were developed to the time the actual soil conditioning take place.
7 Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance
A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4"layer of mulch material shall be 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 Agronomic soils testing laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free of insects and disease.
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control
Trees 24"box&larger 1 year job conference. 5.0 Protection: shall include Gopher control.
Trees 15 gal.&smaller 1 year 3.0 Finish Grading: 7 D. Pruning: Prune all plants as designated and directed by Landscape Architect,
Shrubs All sizes 120 days 5 Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program.
Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after
Lawn(sod) 120 days settlement at the end of the project maintenance period. PART-6_-MMKILARATEMENT Remove trash weekly. Edge ground cover to keep in bounds and trim top
Lawn(seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate
Finish grading shall leave surface of the ground uniformly smooth and free ofabrupt 6.0 Scope of Work. gophers and moles;repair damage.
Guarantees begin after the project acceptance by City and at the end of the grade change. I
180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PARTA_-ACCEffANCEDFYR0=
all materials which have died within the time span stated above,at no cost 3.0 Coordination: on plans,as reasonably implied,and as delineated in the specifications.
and within 5 days from receiving written notice from the Landscape Architect 6 8.0 General:
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.0 Quality Assurance: I
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement 2 Upon completion of installation,a maintenance period of a minimum of 180 days 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 commence upon written
. ........ ---
B. Construction Materials: The contractor shall guarantee all workmanship and subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector.
JELSEMMS any
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. 4.0 Scope of Work: B. All materials and methods must conform to Federal,State,and Local
I Regulations. establishment.
1.0 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first
8 shown on plans,as reasonably implied and as delineated in the specifications. 6.0 Submittal: after all plantings have been completely installed in order to approve the
Upon completion of the work,the Contractor shall present to the City,signed copies of 4.0 Products 3 beginning of the establishment,period,and the second at the end of the E) E C' I` T 10 N F R E IS 111"N
all labor and materials releases for all work performed under Site Development. T Ir U V
establishment period. If plantings are not acceptable at the end of the 180 DATE APPROVED
2 Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment until
1.0 Disposal and Clean-up: A� -Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved.
submit to the landscape Architect/City a list of the weed control materials and
9 Plant Names"established by theAmerican joint Committee on Horticulture. C ITY f A N L; U U oil
Remove all waste materials(including excavated material classified as unacceptable quantities Der acre intended for use in controlling the weed types prevalent and U
Except for names covered therein,the established custom of the nursery is B. At termination of establishment period all plant material shall be live,
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 healthy,undamaged,and free of infestation. Inferior plantings shall be
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
demonstrate the compatibility of the weed control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of
remove surplus materials from the site and leave premises in a neat and clean B. CDndWM -Plants shall be symmetrical,typical for variety-and species,sound, inte work will be made. All areas shall be neatly raked and free of weeds.
condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall nded planting and seed varieties present. 'N'AVEN MEDIAN ISLAND N/0
completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the 'L IEW
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no 0 FREEWA Y
case shall trees be topped.
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CP TIM APPROVED BY: DATE: 3
ca 0,
bre- CIT'11' ENGINEERR R C E No. 24953
I I DESIGN ARCHITERRA GROUP FtECOMMEMED
LANDSCAPE ARCHITECTURE
JDD _ SITE PLANNING
10221-A TRADEMARK STREET
OF DRAWN RANCHO CUCAMONGA,CA 91730 S
(909)484-2800 FAX: (909)484-2802
JDD VS-1 G_ZN�LG_RLO HEEL-8-N
- 2/18/05
CHECKED REVISED. DRAWINGNO.
2834
RWK DATE 0 10 L_
------wile.6,102 RLA NO.
A.D.G.#0230-5 SfIEET -OF 5_1