HomeMy WebLinkAbout1885-L OLD DEVELOPER/OWNER
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CITY OF RANCHO) CUCAMONGA
LANDIDN10500 CIVIC CENTER DRIVE A- V
— . N M - RANCHO CUCAMONGA, CALIFORNIA 91730
ATT: MR. KEN FUNG
MFDIAN
lvq. LAND
LANDSCAPE MAINTENANCE DISTRICT NO . 1
VICINITY MAP GENERAL NOTES S11EET INDEX
PROJECT SITE T-1 TITLE SHEET
- Z: i 4! "RiSLIA
- J CONSTRUCTION PLAN
l• � 1
tis it x J+ y 1 r x a t Lvad,
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L CONSTRUCTION& PLANTING DETAILS
cl?![► i i i y W - GENERAL NOTES:
' - - 'L4 . " "°' L-3 IRRIGATION PLAN
ctuxl nk�rr=i _ ,
E I I 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING A
AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: L-`t IRRIGATION DETAILS
t41tNf f r� t�tVfA
i ,iIR tl# i +.1,u 7++1 - OF THE LANDSCAPE ARCHITECT AND THE CITY.
�Afil1.R Do. r r f
(� c�slvn►r I a BETWEEN CITY-MAINTAINED TURF AND CITY MAINTAINED SHRUB L-5 PLANTING PLAN
" - �' �- �'Z4.rE 2wp)t '� 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS-8"WIDE X 6" DEEP CONCRETE HEADERS
�kjrPr a E t. a.<•=; - 0-94 ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE L-V CONSTRUCTION SPECIFACTIONS
ate -wi. lIt'• • '�'� "" "'i ��` 41 "- NANCE 8'WIDE X 6" DEEP CONCRE TE HEADERS
-'' `- - �. T " - IRRIGATION & PLANTING SPECIFACTIONS
aK+ wt rsri w �' < - ;, ) 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE- L 7
,ttrw AR a, 'a ?: �' ,' # `� ,A STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE 6 WIDE X fi DEEP CONCRETE HEADERS�( '� t A� fit' tFA 'a r�7 In"i, �` 5� I PUBt IC WORKS CONSTRUCTION, BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE
_ .11
RING _i . , '. Ik4.iJ {.Ajlly ` ' - 'St!#t1Yc.R AV.3' ' r" ai)I '•,
�. 4. THIS WORK SHALL BE INSTAL LED BY A LICENSED CONTRACTOR 6 WIDE X 6 DEE P CONCRETE HEADERS
}l��` 5T n:$�. �x ,rA% WHO SHALL CARRY WORKMAN'S COMPENSATION. PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN. IS CONCEPTUAL
i - _ i if. sl ,+�, µ, � '` rr c► " - `� LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONL Y APPROVAL OF THE FINAL SIDEWALK LAYOUT SHAH BE
LAW. MADE IN THE FIELD. AD ADJUSTED AS NECESSARY TO MEET FIFI D
CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR
�' + s• a Hot Y HIRLY s �` i +r n �?' ' 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION.
r j 'T� il@llrr - . Ct °` t' �f WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE
jt tWTA- _ trattt Si atrt ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
;otos ) u�p �[, r srf �,i v "
CONSTRUCTION. FOLLOWING CRITERIA:
L_ !hII±IdTE, ` YiST� r -- .11. ,t,, ti ��r ,t y •rr
'A 101 0-- e54 ,t 6. AT THE CONCLUSION OF ROUGH GRADING. AN AGRONOMIC SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
1LI^'.5f -� y" REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC
r �y+ "..•: .' _- ` G�♦ i ,G RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR
11I1t`�r LAW1,41 -Yf 4a�- —.`_- �t'Rfi7u
AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ANY UNUSUAL TOXICITIFS OR NUTRIENT DEFICIENCIES MAY
At SW i i — u rrr III n too"IOv �
, s
if F-. + l� L - t. _-n_ � ��'�, . �: REQUIRE BACKFILL SOIL AMENDMENTS.AS DETERMINED BY THE
I 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR.
y-,__ ^;� ►R - � WITHIN THE R.O.W. UNLFSS DETAILED CONSTRUCTION AND AL PUBLIC TREES ARE SUBJFCTTO INSPECTION AND
W, r ' __i t" , iEr r' � STRUCTURAL CALCUL ATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION.
J-j ENGINFFR. PURI IC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
PLANS ONLY.
r •� "' # `, >. 8- SLOPES IN EXCESS OF 5 VERTICAL FEET SHALT_ HAVE A 2'WIDE
;• s,a,• • a / \ FLAT AREA AT THE TOP OF SLOPE. AND ALL SLOPES SHAL L HAVE A 15 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
It r 1 FOOL WIDE FLAT ARE A AT THE TOE OF SLOPE
•4 "fr ii '� � ' `"� xv f „ �+• ' •`'" ; ¢ - [ £' A. SAN GABRIEL VALL FY MUNICIPAL WATER DIST. (818)969 7911
9. UPON COMPLETION OF INSTALLATION. AN ESTABL ISFWENT PERIOD JAMS S F RE I
k' - '�r'4 - i ti[ x►�:r-r a .�t pit - �6 7 '
�i �! s � ^' a' ..+- SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE
RAL D "� a�`1' :z a' tt L*a?�' i
.. �� ../tC to 'r �' tf ;' �n.as .uta N.T.S. INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN B. GENERAL TELEPHONE (800)483-3000
ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS) SHALL
COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200
VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR,
OVERALL_ PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591
MAINTENANCE R E S P O N S I I L I T Y MAP THE IMPROVEMENTS. MAINTENANCE SHALL INCL UDE MOWING, RAN SAN CUCAMONGA,
ROAD CONSULTANTS
WEEDING. IRRIGATION, PRUNING. RAISING TREE ROOT BALLS RANCHO CUCAMONGA, CA 91730
WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH
SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. E. METROPOLITAN WATER DISTRICT (909)593-7474
MAINTENANCE ALSO INCLUDES ALL REPAIRS. REPLACEMENT,
CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION F. COMCAST (909)983-9895
SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, DUPONT ST. L A N D S C A P E
REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (PORTION OF RED HILL) ARCH I T E C T U RE
ALTA MA
Lo DRIVE
CITY. ONTARIO, CA 91762— 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (800)566-2757 SITE PLANNING
LANDSCAPE MAINTENANCE AREA PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD. #120
UMrr OF WORK RECOMMENDATION. RANCHO CUCAMONGA, CA 91730 10621 Church Street
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 Suite 106
"� DIRECTION OF A CAL SENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. - Rancho Cucamonga
IS
760-438-0525. FONTANA, CA 92336
\ CA 91730
(9n9) 484-28no
X Fax (9n9) 484-2802
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Q \ _ CA Lic ?834 AZ Lic # P9115
\ NV Lic # 4115
\
S
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w � LANDSCAPE QUANTITIES
C�3 CAA40
HAVEN AVE. {QTY. SIZE O
TREES /•
s \
Magnolia g.'Majestic Beauty' Magnolia 2 EA 24"box v
Q
Phoenix cananensis Date Palm 2 EA Existing C DESCRIPTION OF REVISION
DATE APPROVED
TOTAL LANDSCAPE AREA 2,207 SFC I T Y of RANCHO CUCAMONGA
a
TOTAL AREA 3.534 SF
1TOTAL ACRES 0.08 Acres �1 ✓ O
HARDSCAPE AREA 1.327 SF O I►--�
N
HAVEN MEDIAN ISLAND N/O
S IS
H
NEW 210 FREEWAY
NX
_ v TITLE SHEET
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-IFIkOVED BY
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1° Krurr,w49 CITY ENGINES RCE N0. 24953
DESIGNJDD ARCHITERRA ESIGN GROUP REC4mmPfDN1h"kyLANDSCAPE ARCHITECTURE
/ \ SITE PLANNING
v W n
E)F��1WN 10621 CHURCH STREET, STE. 106 ff I I
RANCHO CUCAMONGA.( 0 )4 4-280 _
JDD (909)4842800 FAX: (909)484-2802 T
REVISED
RAMP
OFF
N RAM ��r �,_ Ci IEGKE Cl DF�AWING NO.
o P o '� : 11/12/02
N.T.S. OF_CN JAF DATE 8/26/02 RLA N0. 2832 x8 L
A.D.G.# 02305 SF IEE -I OF
ALTA LOMA DRIVE CONSTRUCTION NOTES
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.
1
2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS
LIMIT OF WORK SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
3. FOR SITE GRADING, SEE CIVIL. ENGINEER'S GRADING PLAN.
4. 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.
5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION
PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH
CONSTRUCTION OPERATIONS AS SHOWN.
•F s
7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP
1 TRANSITIONS.
8. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE.
ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
5 9. IF IN THE FIELD. SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE
PRECEDENCE
10. ALI. WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
11. FOR CONCRETE INFORMATION. REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK:
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.
w
CONSTRUCTION LEGEND
C COBBLE PAVING PER DETAILS A & B (CITY STANDARD DETAIL NO. 542), SHEET L-2.
Is
R z O 2 6" CONCRETE HEADER PER DETAILS B & C (CITY STANDARD DETAIL NO. 534 & 542), SHEET L-2.
t �
w O LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS B & D
(CITY STANDARD DETAIL NO. 542), SHEET L-2. SEE LAYOUT FOR SIZE AND PLACEMENT.
� \ 4 C BB E RING AROUND EXISTING PALM TREES. SEE DETAIL E
O L , SHEET L-2.
T \
5
!A
\ \ EXISTING 6"
CURB.
\ j
a
6 EXISTING PALM TO BE RELOCATED. SEE PLANTING PLAN FOR LOCATION.
`.y 7 EXISTING 20m-50mm SLEEVING FOR LIGHTING WIRES. SEE DETAIL I, SHEET L-2
\
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LANDSCAPE LIGHTING. SEE DETAILS i, SHEET L-2
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91-01,
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36"
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DESCRIPTION OF REVISION
DATE APPROVE D
�A
�G
CITY of RANCHO CUCAMONGA
Dh
LIMIT OF WORK HAVEN MEDIAN ISLAND N/O
NEW 210 FREEWAY
Underground Service Alert � - - -- - -1--_ SCALE 1"=20'
CONSTRUCTION PLAN
O
FF RAMP /1PPHOVEU EKY. DAl
' AQP I-
�j� Call: TOLL FREE p
R PLAN CROSS REFERENCES 0S� APfa
CITY ENGINEE CE No. 2495
vurn wk" q DESIGN aFicril I L FORA t slcary GROUP HE, OM DED
N EE THIS SHEET LANDSCAPE ARCHIL ECTURE
1 _804 FOR NOTES AND LEGENDS, S �� m SITE PLANNING
FOR DETAILS, SEE SHEETS L-2 0 " 10621 CHURCH STREET, SUITE 106
nu RANCHO CUCAMONGA, CA 91730
C)f iAWN HE E 1
422-4133 FOR SPECIFICATIONS, SEE SHEET L-13 * ' i'oa * ' MSS/JDD (909)484-2800 FAX: (909) 484-2802
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-3 4='2"1'X8
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5 LPq � CHECKED REVISED: 2/17/03 UFANC�.
rF o F c a�-��° JAF DATE 8/26/02 RLA N0. 2832 Z L
A.D.G.# 023U5 SF-iE L I `Z 01 !_
W
z w 6'PCC MOW CURB CASE 1
J z PER CITY STD 534 MORTAR TOOL MORIARJOINTS SIDEWALK
m Q I?.-I' TO ACCENT COBBLE OR GOW.IRETE
w Q COBBLESTONE HEADER
ZLu HARDSCAPE
LLJ 6'MIN CURR /1 - NrRJRE EVEN
U Z •
AN['ViAI K 2
Q - 3 tdlNl!1Ut1 ur :3FE,
-.Y JNLIFPNEA -['..:c?'INC
o X
1 LEGEND:
O Ll.l
24 CASE 2 �BIOULDE PER PI_AM 3'MIN SOIL DEPTH AT
C)_)U EDGE OF rOBBLE 1. PALM TREE PER PLAN
C) SIDEWALK OR CURB COBE ESTONE
Cc0
CONCRETE REDDER-112'RADIUS 2 COBBLE PLACED TO FORM UNIFORM, c�
Z Q �ttpCONDiT10N �EXPOSED EDGES 8 FINISP PER PLAN
::) V;lAWN 'INSTALL AT GRAnE!FVE,aT sWALF • .� NON-GROUTED INSTALLATION
00 1 2 CROSSINGS, .
5 I T MINNIUM s•oR 8° • ' 3. PLANTER PER PLAN. rrl
1 4 0 37- 9NCRE TL BELS � FINISH GRADE
EE NOTE ..•
I` 4. CONCRETE MOW CURB PER DETAILS B&C. PLAN
s z4 � s y� SHEET L-2. -
MIN.-�� CASES rrZ MAX I M-,RTAREDSTONE SWALF t•+~•
DEPTH
n
5. 4 SAND BASE
- -
1� "•w•� ?RE-BARCONTINUOUg � 6. ROOTBALL. �— o
J COBBLFST ONF -CONCRETE CURB LIN LF SS OTHERWISE INSTRUCTEDI � _ O
4 ',o 91 it HE; W A2 BAR �f i y , /� 7. 95°ro COMPACTED SUBGRADE. ° 1
'' o ;
_ �� - c _ ♦ _ ♦ BE NFATH"OREIE i � °°
& SAND BACKFILL
_--
d 4 o S SEE ABOVE DETAIL ---
I c T
CURB
MNK '4 MAX RAD d GLITTER
FOR END COND
• ,ION l 1 ---
n o r�z1J 2 5 4 3
e
2 5
S,PCIC MON'CURB PER P A n j 1 LEGENDo - - o
cm sn;sw o
". � ��� tt,.'�• 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 1/3 OF BOULDER'S v ° ° v cO
LEGEND: 3'MIN 4 MAX RAD i •
DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING COBBLE
N SPOT
R TO APPROVE R4 AND PAVING CITY INSPECTOR VE BOULDE .
1. CONCRETE CURB PER CML ENGINEER'S STREET IMPROVEMENT PLANS NOTES SIDEWALK HARDSCAPE NOTES LOCATIONS PRIOR TO INSTALLATION i
2. CONCRETE BED UNDER COBBLES, 1 CONCRETE CUSS S?O D-2500 JOIN AT RIGHT ANGLES(TYP)
B S 3T HI KMIN
C
K 1
2 ROCK SIZE'.,UNLESS OTHERWISE SPECS
LEO SHA l L BE
I PROVIDE SCORE JOINTS AT T0'0O.0 AND 3EXPANSION 2d`CON
CRETE BED BENEATH COBBLE
BOULDERS:MAX 3-0'=MIN 2-0-
COBBLESTONES-.MAX.12 -MIN.6`WITH ONE FLAT SIDE JOINTS AT 20'-D'0 C
3, WASHED GRANITE COBBLE,6"TO 12"DIAMETER.FLATTEST SIDES FACING UP. 3 BOULDERSSHAL L RAVE 1.3 FMBFrx.+Eur COBBLFSSHALL HAVE 2I3EMWDAIFNT 2 8'WIDE CONCRETE HEADER BETWEEN CIT`/-MAINTAINED TURF AND 3. ADJACENT COBBLE PAVING AROUND BOULDER
SET COBBLES INTO CONCRETE BED IMMEDIATELY AFTER POURING CONCRETE, 4 AL SPACES RE TWEE N STONES SHALL BE FILLED WITH CLASS D MORTAR I PART CEMENT GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 7
AND PROVIDE ROUNDED TOP ON COBBLE To 212 PARTS SAND 2000 PSI PORTLAND CEMENT CONCRETE (NO`DRY-PACK IS ALLOWED) PRIVATELY MAINTAINED AREAS 4. 95%COMPACTED SUB-GRADE.
5 A SAIdPLE AREA.MIN.40 SO F? SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO 3. CONCRETE TO BE 520-0.2500 MIN.
4. MORTAR JOINTS WIDTH VARIES ill4'jQ i"WIDE MAX.). 6 PROCEEDING WITH RET.WNING ROCK WDRK RNAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CRY INSPECTOR. 6
ROCKS SHA:L BE SMOOTH.ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS&EXCESSIVE IRON CONTENT NOTE"
6 ALL COBBLFSTONE AREAS SHALL HAVE 6.6 CONCRETE HEADER AS AN ETIGE AT PLANTING
5. COMPACTED SUBGRADE-COMPACT TO 90°'0. 9 ROCKSCAPE SHOUL D FOLI OW GRADE WIHEHI SLOPES EXIST AND MAINTAIN A 2%MIN AT AL L TIMES WfTHfN THE R O.W CONTRACTOR SHALL NOT GROUT COBBLE
CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGACALIFORNIA
API- I I „ "Ar LARDPLgN AT BASE OF PALM TREES ONLY.
RIVER WASHED GRANITE -1AW.RF>PIAt, CONCRETE HEADER 534 SECTION
co COBBLESTONES
542 CIT,FNGINFEq DA,E ISI:•., „=.'AN7ARr,St'E::fFI"Al ION E.E'IR PUB,IC WDRK F�;ONM k0C 110N
RCE 24950 SHEET OF'
R F .F. 24953 USE WBH STANDARC`SPF::IEICA'KrFF_.V..,iR ntIES,u_WORY.S r�:,NGL RIK'?IOh' SHFF110FI
COBBLE PAVING MEDIAN NOSE COBBLE PAVING CONCRETE HEADER BOULDER BY PAVING COBBLE RING @ PALM TREE
SCALE N J .S SCALE: N 1 .S. 4 542 ""` SCALE: N.I .S. # 534 SCALE: N.N S. "'�' SCALE: N l .S.
NOTES
E NURSERY STAKES
2 STAKES
TAKE
sTAKESTOBEPLtPABAND 1x C M TO IRRIGATION CONTROLLER
PARALIF: r TO ELECTRICAL PEDESTAL
3.STAKE TREE PERPENDK'ULAR
TO PREVAIL ING WINS -
lJ
E HALF OF SPACING N fi " - LIGHTING TO BE CONTROLLED
rp —0 REQUIREMENT U BY A PHOTO CELL AND 2 POLE
UMfT OF PLANTER AREA DFPRE S COMPACTED 3 BERM TO FORM CONTACTOR
DF PRE SSFD WALE RING BASINUTILITY.
TOP OFROOTBAU TO �� v 4'WOOD CHIPMULCNSTREETPOLE ORD I UPLIGHTS IN MEDIAN
FXTEND 2'ABOVE �� 2�
N sH oRAOE CONDUIT SIZE AS REO.—�
r TOP OF STAKES BEL OV,
ui 1" C
HEAD
OF TREE WHERE
' SPECIES GRnK^N HA BI?PERNRS
MAnJ TRUNK= Q
21 SET S OF CWCH"IFC SEACFD2C z RE SCHEDULE
APART A H�:?H�.'.ANzEL, w FIXTURE
ARE\,T �IFa
> LIGHT: _�-----
l
tOD"E Q
'~n �'-Nl W9HlN C PHECEt A \F C'AN
R T R"" MANUFACTURE DESCRIPTION: MODEL# LAMP_VOLTAGE
DRIVE A MIN MJM F M 1 x /� _
UNDISI JRBE SOIL AN P' lI/1N - l� _
ST AKFS DF OC RA ,
f` -....� _ ��... I ..__WEE)' PIT TO 21`7 AES THE _ Fin aRUAR:�oJ*',IR,-ARFA�AN� `'-- LUMIERE 120 VOLT ACCENT 301-BK 120 VOLT 150 WATTS
LOUAL I c ANT
1'lO P�BA,LTc E7JD2 TREE LIGHTING
ABOVE FIN14 F4nE /
BERA TO FORM
pF1 T J
IGR7lNJ^ WAEc^.,IN" ;E It ^IAIC'A AN,
NnTE NATIVE BACKFILI WITH NO AC REAR E E F P AN RE W!-m RF
^..I
ROCKS 3RE-ATFR THAN 3'
D!A!AF 1 E R
ALL SHR[IBS AND GROUND COVER TO BE PLANTED AT EOI JAL _
4PA';INr, RIANGII ARI UNLEQS THERW 4E INNCATE''n ,INnI$TIJRRFn NATIVF SOIL Ir '
z ^n+ErsE 11 A,TE; a A-EAr S WJK4 a.NRgs')R DOTES CONTRACTOR TO PROVIDE 120 VOLT CIRCUIT FROM CONTROLLER LTO LIGHTS.
, LA Ia a AL_;-'rt g ANC II .JN' VELI , GL
,NTANEMATTEDROOrsBYEOnsEALL ROOrsATEn,E
SHAKJL CONTRACTOR TO INSTALL PHOTO-CELL AND ALL NECESSARY WIRING FROM
s+Al: A TZ:,_ A'ONE.L+.A E;ESr,E,A-E: Lac NG oa.€R(, RDCN ,CRACK q:, 9A1 qAl I ' t~ NATIVE BACKFtELWITH No CONTROLLER PEDESTAL AND WIRE TO 120 VOLT LIGHTS. CONTRACTOR TO USE
I II••- ;RF Ar FC"44N7
F 4.JvE; J,1.TS ..-EF
RMKl DIA'_FGENL G.,R q.v Ar'iNS RE.�I_IIREME BITS ;� E _VV
.s
r.
3 So I r, r�r.+,lTc c, r r , �
4^N^R : IR I;A, ,CV_R, NE"NA- �ES tf[ ' E. L,SIC s€
:> t - 12 GA. MIN. WIRING.
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NAT•dF MII UNF)!njRBFD
y r.
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
SHRUB AND GROUND COVER "F` NDARD ALAN
Si ANDAP! AK CONTAINER PLANTING API ''E[,H` DOUBLE SLAKED TREE STANDARD P AN
J SPACING 508 506 5 GAL - 24" BOX
ir.,..�'-1 a EN';INEFk DA-E JSF V.'I1H SrA•JDARDSPEC.IFIrA?VC�fJ$F�[:PUBIC W"lfiKS t:ONSTHU';TKIN502
-
u
- �.P,IR. ...,><tK�..tIIJST kUrllOh - C
SHEt T 1 OF I R E 24953 HEFT t of 1
24953 a .E•JGdJ 915 DAT s1 n•<:' ,r .` R
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e 24953 SHEET,of 1
# SHRUB & GROUND COVER CONTAINER PLANTING K DOUBLE STAKE TRE PLANTING PALM TREE LIGHTING
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SCAL F . N 1.S #508 SCALE. N.T.S. #506 SCALE: N.I .S. SCAL E N.1 S.
PALM TREE
00� 120 VOLT LANDSCAPE
LIGHTING
SEE DETAIL I. THIS SHEET
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- __- DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA—
WATER
TUBES H PER TREE HAVEN MEDIAN ISLAND N/O
SEE DETAIL K. SHEET L-4
�P�kDSCAPf NEW 210 FREEWAY
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CONSTRUCTION DETAILS
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* -3,., 4� - * APPH0VE D by. _ L)AI E-- .
CITY ENGINEER RCE No. 24953
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PALM TREE DETAIL
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REVISED: 11/12/02 A
CHI:. GKE L) UHAWI GNU.
JAF DATE 8/26/02 RLA NO. 2834 �-5�-L
A.D.G.# 0230-5 SF 11 L 1 _ Of ___C 7__
ALTA LOMA DRIVE IRRIGATION NOTES :
POINT OF CONNECTION NOTE: t NEW WATER METER(SIZF PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION.
CONTRACTOR MAKE POINT OF CONNECTION IMMEDIATELY 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.
DOWNSTREAM TO A NEW 1" DOMESTIC WATER METER. REFER TO 2 TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER"FOLLOWED BY A PRESSURE REGULATOR
UTILITY PLANS FOR ADDITIONAL INFORMAI ION. EXTEND NEW TYPE (IF REQUIRED).FOLLOWED BY BACKFLOW PREVENTION DEVICE. FOLLOWED BY A FLOW METER.FOLLOWED BY
f "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 1114" A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN INSTALL ALI EQUIPMENT PER CITY STANDARDS AND
PRESSURE REGULATOR, A 1114" BACKFLOW' PREVENTER, A 1114" FLOW SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE
LIMIT OF WORK METER, AND A 1112" MASTER VALVE AND EXTEND MAINLINE TO EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
VALVES AS SHOWN, 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARD SHACK CGS 2 ALUMINUM
PRESSURE LOSS CALCULATION ENCLOSURE AND SHALL BE INSTALL ED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
������.��t����t�t�t�ti�t�tt���������t���ti����������t��������t���t�����ti���\` POSSIBL E
\ \ STATIC WATER PRESSURE 140 P.S.I.
4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES.ETC SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
SYSTEM DESIGN PRESSURE 62 P.S.I. CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY
PROJECT: HAVEN MEDIAN BY: JDD \ I \ CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND
STATIC PRESSURE HIGH: 150 LOW: 140 ,�G MAXIMUM IRRIGATION DEMAND: 27 G.P.M. EQUIPMENT,AND ARCHITECTURAL FEATURES.
SOURCE OF INFORMATION: RUSSEL \ ! '� 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO
SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT ,�2COMMENCEMENT OF ANY WORK ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY
T
PHONE NUMBER: (.909) 987-2591 �o ON CITY
\ �` \ 6. THHEE CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND
VALVE STATION/GPM: STATION: 2 GPM: 27 \ \ MAINLINE SLEEVING NOTE: STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR'REPLACEMENT,AT NO COST TO THE
CONTRACTOR TO FIELD LOCATE EXISTING SLEEVE FOR CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
ITEM- :. P.S.I. LOSS: R I MAINLINE AND WIRE, NEAR STATION POINT 11+20. 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH
MINIMAL OVERSPRAY ONTO WALKS,STRE ETS,WALLS.ETC THIS SHALL INCLUDE THE SEL ECTION AND
WATER METER SIZE: 1" @ 27 GPM 4.30 INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL
CONSTRUCTION
PRESSURE REGULATOR: 11/4" @ 27 GPM 5.00 \ 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY
BACKFLOW DEVICE: 1114" @ 27 GPM 9.00 PRESSURE REGULATOR NOTE: PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR
\
FLOW SENSOR: 11/4" @ 27 GPM 1.02 SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER
CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE ALL ADJUSTMENTS SHALL
MASTER VALVE: 11/4" @ 27 GPM 1.58 \ ' ` \ PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO BE
GATE VALVE(S): 1 1112" @ 27 GPM 1.00
1\1
I 9. INSTALL ONE N10)SPAREORANGEORANGOE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE
\ \ OPERATE EACH VALVE AS NECESSARY.
MAINLINE (SCH. 40): 1112" 206 L.F.@ 27 GPM 3.87 ; CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE INSTALL TERMINAL
AUTOMATIC VALVE SIZE: 11/4" @ 27 GPM 2.78 STRIPS IN ENCLOSURE FOR IRRIGATION WIRING
10 IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF
LATERAL LINE SIZE: 3/4" 79 L.F. @ 8 GPM 2.25 WATER PER WEEK(GROUND COVER•ISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE
ill $ L.F. @ 15 GPM 0.22 \ HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
\ :
TYPICAL CONTROLLER NOTE : 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION.
11/2" 18 L.F. @ 27 GPM 1.36
W CONTRACTOR TO INSTALL (1) CALSENSE CONTROLLER, THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED THE IRRIGATION CONTRACTOR SHALL VERIFY
R MODEL NO. ET2000-8-LR-RR-TP-1,Tf-110. WITH LR-DOME ANTENNA. THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALL ATION ANY CHANGES SHALL
X CONTRACTOR SHALL PROVIDE ONE. (1) STAINLESS STEEL BE BROUGHT TO THE ATTENTION OF THE CITY
' :r METERED MOUNTING PEDESTAL (STRONGBOX MODEL NO. SB-24-SS-120 VOLT) FOR 12 AUTOMATIC CONTROLLER TO BE A CALSENSE ET20o0 8-LR IRR w/TP 1,TP 110(LOCAL RADIO)WAR DOME
CONTROLLER COORDINATION OF FINAL HOOK-UP OF CONTROLLER SHALL PORT INSTALL ED WITHIN A STRONG BOX METERED ENCLOSURE MODEL NO.SB-24-SS-120 VOLT CONTROL LERTLECTRICAL
IRRIGATION HEAD PRESSURE: 30.00 \ BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION ENCLOSURE MOUNT THE ANTENNA PORI ;EPDXY-FILLED]ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS
\ \ AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF
SYSTEM LOSSES SUBTOTAL: 62.38 X AND EXACT POSITION OF THE CONTROLLER SHALL BE APPROVED BY THE THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY
FITTING LOSSES (5 OF SUBTOTAL): 3.12 \ I CITY OF RANCHO CUCAMONGA PRIOR TO INSTALLATION. CONTROLLER 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE
ELEVATION LOSSES/GAINS (ELEV. X .433) (-) 3.34 R SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS AND METER TO BE
CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER.
TOTAL SYSTEM LOSSES: 62.16 1 A REPRESENTATIVE OF THE CITY AND A CALSENSE REPRESENTATIVE 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 OTHF RWISF DESIGNATED ON THE PLANS.
\ \ 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALL ED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER
SET PRESSURE REGULATOR: 78.00 \ CALSENSE. 2075 CORE DEL NOGAL SUITE P. CARLSBAD. CALIFORNIA (619) 436-0525. HEAD IS 1/4"ABOVE FINISHED GRADE.
(-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)15.00 'fir
w IRRIGATION LEGEND
u >
PRESSURE REGULATOR NOTE: N SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
CONTRACTOR TO SET PRESSURE REGULATOR TO 78 PSI. VERIFY OPERATING o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5 .20 30
PRESSURE AND FIELD ADJUST AS NECESSARY.
I RAINBIRD 1812-SAM-PRS-5VAN POP-UP-SPRAY HEAD 5' .40 30
• RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30
S RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD e' 1.00 30
RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30
R V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30
IR
IS RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30
r * RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30
\
O \ ¢ Y I CONTROLLER
RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30
LL_ vWATER METER O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30
O :x O
PRESSURE REGULATOR • RAINBIRD 6"PVC RISER W'PA80-1401 BUBBLER FLOOD .25 30
J .� b F_w • • f •
IN 1\1
BACKFLOW DEVICE
EQUIPMENT
\ MASTER VALVE
�G • • FLOW METER
1" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT
I -•, ` p •
I r' S�ING S ��� • ■ H NIBCO T-585-70-66 LINE-SIZE GATE VALVE
20m-38mr F�(ILEE
i , - - - -b- - - • • WILKENS 500 SERIES 114" PRESSURE REGULATOR
14 _ _ f
4�1
* FEBCO 825-Y-BV-1.25 11'4" REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A 3'4.. :�..-. 1{� � t X'"ic��Nr SI-FE`✓
'V` - \ �� r .A •• a COAST GUARD SHACK ENCLOSURE MODEL#CGS 2
I Q • ♦ • • .•• ® CALSENSE FM-125B 1114" FLOW METER
P.O.C• ® SUPERIOR 3100 SERIES 11/2" NORMALLY OPEN MASTER VALVE
CALSENSE ET2000-8-LR-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER
I TP-110.W!LR-DOME INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT
S. a 4 RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE. SIZE AS SHOWN
14 aa• 1 25
11/4" 1039 SQ. FT Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @' 150' O.C.
,3/ _= '':irq• ` ! - APPROVED SCR 40 PVC MAINLINE, SIZE AS SHOWN,MIN, COVER 18" SHOW CL 315,2"AND LARGER
s'~ ? 112' 2 bk
27 APPROVED SCH,40 PVC LATERAL LINE" S17F AS SHOWN,MIN COVER 12'
"'N314 t• 3V/a 11/4" 1530 SQ. FT APPROVED SCH.40 PVC SLEEVES" SIZED 2X LARGER THAN PIPE TO BE INSERTED. UNLESS
\ OTHERWISE NOTED
1
° \ 3 2 NOTES:
KI ; V4 �` t , 3 a4 1 50 SQ. FT. 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE
I TO REDUCE OVERTHROW ONTO WALLS,WALKS,AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL'J', SHEET L-5.
3/4•
4' � 0 L S C R I P T I O N OF R L V I S I O N
3%4 DATE APPROVED�APPROVED\
CITY of RANCHO CUCAMONGA
>�hAh
\
LIMIT OF WORK HAVEN MEDIAN ISLAND N/O
NEW 210 FREEWAY
Underground Service Alert � - -- - -j--_ OFF SCALE 1"=20'
IRRIGATION PLAN
- � RA11�p APPROVED BY: L,)AIL : ��, c�
�' � ` ® • Cali: TOLL FREE RA VALVE SIZING KEY PLAN CROSS REFERENCES �PNOSCaPp 4 CITY ENGINEER RCE No. 2495
�.J t iA C,
° ��mw�d ��' DESIGN %'��=;(,L-� � � � � 6'IN GROU P RE M , lE[)
LANDSCAPE ARC'HI T E CT URE
1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET `. ��w JDD SITE PLANNING
+4atV „ VALVE # 1 10*--GPM 10621 CHURCH si REE-1, SUITE los
FOR DETAILS, SEE SHEETS L-4 )RAWN RANCHO CUCAMONGA, CA 91730 �;f h f I L-.3
C;-" (909)484-2800 FAX: (909) 484-2802
- - 422-4133 VALVE SIZE /4" 22 SO. FT. FOR SPECIFICATIONS, SEE SHEET L-8 i-31-04 - * JDD
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2s�9 Q�\� CHECKE D REVISED: 2/17/03 DRAWL G NO.
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 rF Fo JAF 8/26/02
OF C N0 DATE RLA NO. 2832 �--
A.D.G.# OP3C}5 SE-in I _ OF _ -
cn
Q
cc BRASS WYE STRAINER
COAST GUARD WITH 60 MESH
z ENCLOSURE MOD. CFGS 2 MONFL SCREEN
gLu UNDPLASTIC VALVE BOX A ASSEMBLY)PREVENTER
zm COVER ETCHED'IRRIGATION GATE"
uj FRF =:;-
TOSPRINKLFR AWMFFPIPETO
z (CARSON OR EQUAL) NIPPLE TYPICAL{4i PLACES
c�zSCR 40 PVC MALE ADAPTOR
SCR 80 PVC UNION "SNAP-TITS'WATERPROOF
M (NISE?GRADE WHITE CONNECTORS OR FQUAI HI�POP SHRUP�EADBODY SET TO
NIPPLE UE BRASS OR PVC N1PPt FEt FCTRICCONTROL VALVEADF
6"THICK X 12"WIDE EPDXY FILLED WATERPROOF PL ASTIc va! F soxn MAc;KE. RR:cA7ION'RCV•BALL VALVE 1 V2'OR SMALIFR WITH I UNION—W CONCRETE PAD(LENGTH VARIES CONNECTOR OR E(XIAL ARS^nxt �I _ r=�; FIws,+,RADE
:.�:_�PER SIZFMIANUFACTURER) RF: w nRRaLFRSTAINLESSSTEEL HANDLE T� z nn''VA..E tiE1:IF N:E
1 ` PRESSURE REGULATOR ( w i SLOPE TO DRAIN AT MINIMUM 2°o PIG TAIL EXPANSION a T f{ kj L
j SFE LFGF ND FOR MODEL 1 IRRIGATION CONTROLLER LOOPWIN 2�' LONGI I 6'MIN �Innsl+ RaDE I ( I i ( I II
RESIL IEP1T WEDGE GATE VALVE EPDXY f F�7
COATED 2'OR LARGER WITH 2'OPERATING NO AND BRAND FINISH GRADE WATERPROOF ALL
Z NUT 12 ( 1 VC SLEEVE PLASTIC VALVE BOX(CARSON OR
1 • TOCKIN,WIT-
L ID U�ACE AN ;RATE) WIRE r,ONNECTOFtS slnEa✓A!K
IZIIAL WI - AS IC
•.• .••• . r • � (ADE IN ..___-- ' MOIST!IRF ..
VALVE 1 �. P PQE TIHROUGH EO
l f• i• • - I CONCRETE PAC' IRF AREAS ANP +'4BCVE N 3w •'T •c - _I r
1 �' ns_+P I�) ���I�
I • • i t P PANT RE' JJ IE R
I qE .nRE.' Ik 111
3" 3" y NIPPLE TYPICAL I AI: FxcAnslcn
z ROM WATER SOl1R(, -- PIG TAIL EXPANSION
I (2)PLACES LOOP(MIN 24 LONG} �"` a� WHITE _ �I
sw (COMMON) RRags AN t F
°D 90%COMPACTIO I— SCH 40 PVC MALE
REQUIRED � ADAPTOR 1F 14 RA UP '' �, 3•a•wA R v
t ✓ted. ,-Ri'G4I„4';r,RF^;4Tc
TO METER `I I �� FLOW WIRF,' o f.
x o
•
D
_ _ '�� _. i RED Z01A
�MPSTEF?!'OVMOL
• q LINE TO SYSTEMS m a,r N PP_.F' BLACK LVE I� EL
CONCRETE THRUST BLOCK ELROW 0 PVC
PER CCVV STANDARDS TYPICAL(4)PLACFS /'' P o ° NO1 E �- MAR.rx o Rt c SCH RF F i FL I
'�k ME?E R CONT HACTOR TO INSTALL - -” 3
° 7+ Ia'�Rai FIT-1n,; .�AR(Fx o(!"S�Rr rT FLI
RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY - f;AM[ TEHAS, SC(,TrN.LOK EPDXY FILLED
- GF;AVft AME SIZE R
WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH FLOW METEF; CONNECTORS FOR AL1 FLOW
1 � d CCWD PRIOR TO CONSTRUCTION DIAMETER SAME S17F SIZE SENSOR WIRE CONNECTIONS. e NI„P P- ^Y_?N-PR,ssuRF tATFRAL ; NF TYPICAL t?T P!ACFS
ERAS,
AS FLOW METER SIZE INSTALL SCOTCH LOKS cCu qn PVC sxsx LEE
NOTES: IMMEDIATLEY AFTER PRF'4URF SUPPLY LINE ANTIDRAINVAL VF AS REQUIRED
3("4"WASHED CRUSHED 1 INSTALL PER LOCAL CODES. INSTALLING FLOW SENSOR NOTES
TE
AGGREGATE BASE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FROM ANY 1 INSTA;I^ONTROI VALVES AMINIfAV.OF 12'FROM STRUCTURE OR HARDs:'APING 1 LO
NOTES- STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE DOWNSTREAM OF 2INSTAL VALVES IN PLANT BEDS WHERE VE R POSSIB:F NEXT TO SIDFWALKS 1 ANPFI HFAC!.^•ro6 FROM waI.Ks.cuRRs.RagDScaPIN.MOv�STRIPs
3.PLACE A- F ROX 4T RIGH`ANG)FF 70 S7 HUCI'JRE OR HARFXiCAPINS AND Ef?GF�OF_AVON
1 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. WHEN UNIT IS NEXT TO A STRUCTURE(LE WALL,BUILDING.ETC.) UNINTERRUPTED PIPE(5x DIAMETER z usE E I.IN APE ON au MA F THREans
4. PLACE;A,VE;ATF PupP'<> G[FS To S1HOF VALUE BO?:
OF FLOW METER SI7ET 31NSIAL HFAUSWITH INTERNA „,HECK JANE AND PRFSSURFCOMPFNIATING
2 )NSI All CONTROL VAl VES A MIN OF t2"FROM STRUCTURES OR HARDSCAPING MOUNT TEST COCKS ON OPEN OR NON STRUCTURE SIDE F A JPE AS PFR THE IRAK:A ON PAN
5 ATIACh PLASTY.TDF NT IF!CAT ION TAG H A p IA.E_ N. I L r A ,
�a.vE NUt,�PI{,
3 INS1 All VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS 4 ORIENT UNIT PARALLEL TO STREEI MINIMUM DISTANCE UPSTREAM OF 4 HEAP �NNECTION AT ROT I-» INt FT OM,Y
UNINTERRUPTED PIPE 00X DIAMETER
5 SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE OF ELOW METEFt SI7Fj
a PLACE'JAI VE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6 DIALFIIC FITTINGS ARE REOUIRED FOR CONNECTIONS OF
5 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX
F ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROL(FR AND 7. DALIMELAR PER SID 524 REQUIRED BEFORE BACKFLOW PREVENTER
S.
VALVE NUMBER WHEN MAINLINE IS 3"OR LARGER.
LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE - 12" HIGH POP UP SHRUB HEAD
SCALE . N I S. f,5 2 4 z. SCALE : N.T .S. 517 � � H 539
- SCALE.: N.T.S. # 516 SCALE N.T.S. � 518 :SCALE : N.T .S.
CONTRACTOR TO PROVIDE 12 VOLT TRANSFORMER WITH
PHOTO-CELL MOUNTED ON EXTERIOR OF CONTOLLFR 1800 PCS SCREEN PERFORMANCE
PEDESTAL _
STAND ALONE CONTROLLER WITH ANTENNA PLASTIC VALVE BOX&COVER- STRUCTURE OR CONNECTOR R EQUAL STANDARD-&SMALL RADIUS SF'FiAY_PATTERNS AND UMBRELLA BUBBLERS
ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING NON FLOW SENSOR CONNEC MODEL PCS-010 PCS-020 PCS-030 -040 PCS-060 PCS-090 CS 125 PCS-175 PCS 260 PCS 370
TIONS. GPM 0.1 Q2 0.3 0.3 0.6 0.9 1.25 1 75 26 37
LR DOME PORT AT GRADE IN LAWN AREAS COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED
EPDXY FILLED LOCATED - _._.__.__----- -- 6"MIN. WIRE SERVICE LOOP(LOOP -- --- -_.-_--
OUTSIDE OF BOX. 3' ABOVE GRADE IN SHRUB t8' MAX ENOUGH WIRE TO EXTEND WIRE 8F 1 3' 5 8'#
INSTALLATION(LOCATION COAXIAL CABLE 24 AND GROUNDCOVER AREAS
-- s-RONG ecx uCD Nc BUNDIF 6"ABOVE GRADE) 8H 2' 4' 1' 7 8'#
PER CITY AND CALSENSE =R ✓<s` '^Y 8T 3' 5' 5' 9'#
SPLICE BOX COVER WITH 80 2' 5' 7
FINISH GRADE 7'
REPRESENTATIVE tI -- - LOCKING TOP ETCHED"S.B"
i .': 1 OF 8' 5' 8' 10'
.�.•• •�. .• ►� 10H 2' 6' 2 10' 11 # 11'#
` CALSENSE CONTROLLER, I � .
MODEL NO PER PLANS I
N.C,r
33 DNP QUICK is 100 2' 5' 8' 7 10'#
_ EV St RC TC eE GROUNDrD PE4
LO 4 OOE CQ')JW) Rp� 'C '?E
INSTALL CALSENSE k INSTALL CONDULETTE W.' { INS/< INsa -'rL.cs�RE DN COUPLING VALVE
TP 110 c .a ..FR s \ 3 IN c �N''ti- ARL a: 12TO 2,AI GRADE IN LAWN AREAS 12F 10'# 5' 7' 0 10' 12'0
J L DEEP WP"J'BOX m; WITH PURPLE
CALSENSE HARNESS RUBBER CAP
120 VOLT DUPLEX � 12TT - - 2' 3' 5' 9' 11' 12'#
OUTLET (GFI) ��__ STAINLESS STEEL '' 12H 4' 3' 8' 10' 12'4 12'#
nNSH ME SCREW CLAMP
GRADE u I I 1 MINIMUM(3)PLACES - -- --- 12T - 2' 6' 4' 10' 12'#
�u,s. FooTncsT1 xA�11M _Z - 10'
RESFT(GFI 8666�j n I t g ON-Rm _ 1 _ I P 1 1 I�- . 120 8' 8' 12'#
WIRED SUCH THAT WHIN CIRCUI -� ---- 2X F TJAJBNI, cR.'e ANc s:o4! 314"WASHED 15F - 5' 7' 11' 13'#
BREAKER TRIPS IT DOES NOT SHUT �_ TSP .O cRAR ' ,,,r, S, � ,F 15TQ 6' 8' 8' 15#
OFF POWER TO CONTROLLER CALSENSE TP 1 T. i. i i.: 3iI° CRUSHED
TRANSIENT PROTECTION BOARD = 1 r° . .� o �► • •••. 151T 1' S' 6' 8' 12' 15'#
AGGREGATE BASE
_ 12"X 18"GREEN PLASTIC METER
FLI �� I_IL �! �il '�� / .�.•.`.'. Lo ' .• .':.�. 15H 1' 4' 5' 8' 12' 12'
couuoN watE CON ROL w7REs »+ BOX,CARSON OR EQUAL
S SCH 40 PVC CONDUI' .�'.i �► ► • ►••• 15T 3' 4' 8' 12' 15'# 15'#
120 wt' WRF IN RIC,') STEC.\ e 7 SCH 40 BRASS NIPPLE •• 15Q 2' 5' 6 12' 15'#
CONDUr (PER •.00A; CODE) - e0• SWEFD ELI wrys.�T ,„.>. 's x 15SQ 7- 12X12' 14X14' 20X20' 23X23'
TO PCWIR sr, Of CAI v?-; SCH 40 BRASS NIPPLE ' ' :s >x' 17SST 0X18' OX10' 16X16' 9X30'
ENCLOSURE MOUNT H TG- 6 24"LONG 15CST _ 4X22' 4X29' 4X39' 9X24'
15SST 4X12' 4X24 4X27 4X3 4X40'
LR DOME ANTENNA PORT EPDXY RLIFD __, y.. s3ti'' e-- _ I 15E ST - - 4X14 4X16' 4X20
HEAV" OUT" HEATHER RF55TANT Y .� �' .,I()E OF BOX IN$T-P_,ATION .. ...' o
FT -t AND "'FNSF RI I' ` . - - ' - 4X10.
PHO'C E-EC'RI^ y1rr,�H .OR SF'URI;+ I
NOTES: - 5F 3" 4' 1 2' 3'
LIGH" ',ONfRO�. AS REQUIRED PFR
1, INSTALL CONTROLLER PER MFG,PRINTED INSTRUCTIONS AND PER LOCAL P�^`- --- i E= I ! - - 5H-B 5" 10' 6" 2'
CODES. LOCATION TO BE APPROVED 1N FIELD BY THE CITY INSPECTOR �! - 50-B 5" 10" 3' 1'
aecralc YtTER PER SCE SCH 80 PVC 90° SCH 40 BRASS 90° ELL
PRIOR TO CONSTRUCTION. I 5CST-B 7' 14" 3' 5'
2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN CALSENSE CONTROLIER WODEL NO.
PER P,us ---- - L-j I '' S1 HEFT ELL 16F-SLA 6" 5' 1' 4' 6' 14' 16'#
16H-SLA - 6" 1' T 5' 10' 13' 10'
SEQUENCE OF REMOTE CONTROL VALVES. REFER TO CONTRoitFR 16Q SLA 6" 2' 5' 3' 12' 16'# 16'#
3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH wsTu STK». sr0 ! o
BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE * SECURITY 'lp-- I U PRESSURE SUPPLY SCH 40 BRASS 90
TW.FR REDURrED PER L_J LINE FITTING STREET ELL 22F-SS - - - 8' 1' 4' 6' 17' 21'#
WIRE AT THE ENCLOSURE. P A,vs FINISH 124OLT WIRES.TAPED AND
4. COMMON WIRE L BE WHITE DE AND CONTROL WIRE TO BE RED IN COLOR. RADE I a, GROUND RDD PRESSURE SUPPLY LINE #4 REBAR STAKE BUNDLED AT 15 FT. INTERVALS 22H-SS - 4" V 3" 5' 12' 18' 12'
5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 7' SCH 40 C01I t< (24"LONG) 22Q SS 6" 2' 6' 3� 15' 20'# 22'#
CONTROL VALVES FOR SECURITY L:GHT �uIN
6. LR DOME ANTENNA PORT TO BE CONNECTED TO DIGITAL RADIO WRING - - "— \ I I I I ' I L 720 VOLT.ORE w RIGID
AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 1 STEEL CONDUr (PER 2 CU.FT. PEA GRAVEL *RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI,
SYSTEM PRIOR TO ACCEPTANCE. I I CLOC� NOTE:
AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE, SCREENS WERE TESTED AT 50PS1 FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS.
7 ALI ELECTRICAL DEVICE S SHALL BE GROUNDED PER LOCAL CODE �r IL =_-" '
y DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUNTIMES.
_ CONTROLLER ASSEMBLY CONT. PED. / SB-24SS / 120V 4 T SPLICE
K
QUICK COUPLER VALVE 2 VOL S C PGS SCREEN CHART
-�.'. C n r7
SCAI F . N T S. '1524 CALF N T.S. 52.' SCALE : � >35 x.;32
� SCALE.: NIS. <•� SCALE F . N.T S.
n Fit
J --DRAIN CAP` FINISH GRADE
i f
/i.
6"PVC COUPLER
U
io
(,• BUBBLER
e• I
w �
6"PVC ;•;
D D j I SEWER PIPE
U :I � COLPI�
0 � #4 WASHED GRAVEL . �.
PVC SCH 40 DESCRIPTION OF REVISION
LATERAL DATE APPROVED
o.
CITY of RANCHO CUCAMONGA
a .
e�
NOTE: HAVEN MEDIAN ISLAND N/O
1. DEPTH OF SUMP SHA[t BF PER SOIL CONDITIONS CPN D S C A Pr NEW 210 FREEWAY
OR 3'MIN ��9�ti
U W IRRIGATION DETAILS
7.31- 4 r ,
1 ' - -4/4
y� aPr'F30VE L) EKY: UA1 E : ��
CITY ENGINEEa(Jf2,-( RCE No. 24953
TREE BUBBLER MP -_ �T�°F a����Q ) SIGN y ,1I E G{RA D LGN 6R0Uf'
SU L E I JND RE M F )E U
LANDSCAPE ARCHIL ECl URE
TE 10e
Iwlwww .i�Iw wwwww�ww�wwwwww�wwwwwwww® -_.....__ S,1 E PLANNING —.
I I
c�15 IPA N'CHOICUCAMONGA, CAI91 30
SCALE NI -S. SCALE. N I .S. Y
SCAL E. N.I .S. SCALE. E)FIA WN (909) 484-2800 FAX (909)484-2802 �)� ��
JDD L-4
REVISED: 2/17/03
CHE CKE D [)RAW I G N0.
RWK DATE 8/26/02 RLA N0. 2834
A.D.G. # 02305 SF IEE I _ u
ALTA LOMA DRIVE
- - - - - - --� -
PLANTING NEAR HARDSCAPE NOTE: PLANTING NOTES:
I 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
AWAY FROM WALKS.WALLS,CURBS.AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR INSTALLATION PER PLANS AND SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
LIMIT 4F WORK ROCKSCAPE,WHICH ALIOWS FOR SHRUBS TO BE PLANTED CLOSER, 12"MIN.). SPEC TALLCATIONS.G IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
l 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH
FROM WALKS,WALLS. CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT
SPACE IS RESTRICTIVE, TREES WHICH WOULD OTHERWISE REQUIRE 8'OR GREATER REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS
\ \ PLANTING SPACE MAY BE PLANTED WITHIN 4'OF ROCKSCAPE. PROVIDED THAT THERE
I � 3. CONTRACTOR SHALL FAMILIARIZE HIMSEL FMERSEI.F WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
�G ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS, OR ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY
,L CURBS). WHERE POSSIBLE,TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING DAMAGE OF SAID UNDERGROUND FACILITIES
(2tK AREAS RE COMM[NDEC ON THE CITY SIRE LIST. WHERE PLANTING AREAS ARE
REDUCEP BY ROCI<SCAPE TC ADE GRE[ Mq[RE THESE STANDARDS CANNOT BE 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
�6 FOLLOWED.THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE SPRINKLER SYSTEM HAVE BEEN COMPLETED.FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED.AND THE WORK APPROVED BY THE CITY
ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
ABOVE. TREES REQUIRING A MINIMUM 2' PLANTING AREA SHOULD NOT BE PLANTED
j,
\ � � INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL. BE SUBJECT TO APPROVAL BY A REPRESENTATIVE` CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE OF THE CITY PRIOR TO EXCAVATION.
• TRUNK.
E \ 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS
I OTHERWISE APPROVED BY THE CITY.
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT
r MATERIAL S INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED
8. WHENEVER SHRUB/GROLNJDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE
\ ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REOUIRED,PURSUANT TO CITY STANDARDS
AND DETAILS HEREON.
9- CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNL ESS OTHERWISE APPROVED BY THE CITY.
10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
r \ QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED
l } Q / SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.P.
4 CY,NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM
125 LBS GRO-POWER PLUS
I 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
R TO PURCHASE AND PLACEMENT SHREDDED MULCH IS AVAILABLE FROM:
\
EARTHHWORKS
1 1 Z NORCO. CA
R SS1 1 1 (909)538 3321
LTJ \
PLANTING LEGEND:
I 4a
Q Q , SYMBOL
CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY.
A 0 n
TREES
• I a oa T-1 Magnolia grandiflora Magnolia 24"Box 20'o.c. Standard 2
- . . 4 oMajestic Beau
ty
T-2 Phoenix canariensis Date Palm Existing Per Plan Standard 2
R a:
ILL � � \ LL !� '\ SHRUBS
O I § O ROADWAY ROADWAY
~ S-3 r T_1 § �- S-1 Agapanthus afdcanus'Peter Pan' Dwarf Lily-Of-The-Nile 5 gallon 18"O.C. 140
123rr w 24 2 3' S-2 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 55
"r \ E3 E
S-3 Pelargonium peltatum Ivy Geranium 1gallon 12"o.c. Lavender/purple 293
RAISED PLANTER flowers
:4 : \ (•� S-4 Rhaphiolepis indica'Ballerina' Ballerina Indian Hawthorne 5 gallon 36"o.c- 80
IS
IS"NilSECTION A-A
N.T.S.
S-4 \
13 }' 38
S-1 •x•;ti: : S-4
72 • •_ 1 EXISTING PALM TREE NOTE:.
EXISTING PALM TREE CALLOUTS ARE AS FOLLOWS,PALM TREE'B' IS
THE 1 _ - THE SECOND TREE. LOOKING NORTH AND PALM TREE AIS
YOU ARE FIRST TREE AS
A ' - ' A
TREE 'A' P i
(TA LL PALM) \ I
LOCATION 'A'
' -
� T-2 _
TREE F (SHORT PALM) 1 . ' •
LOCATION 'B'
S S-428
- -
Lx •.i:'• S-4
N. • 22 \
S-1
68
SYMBOL LEGEND
S-3 • ' s-2 DESCRIPTION OF REVISION
IN
170 �� s TREES SHRUBS oaT> aPPF3ovEL)
CITY of RANCHO CUCAMONGA
�<01`' CALL-OUT
SYMBOL CALL-OUT
SYMBOL
LIMIT OF WORK SIZE HAVEN MEDIAN ISLAND N/O
(gal./box) QUANTITY QUANTITY y . NEW 210 FREEWAY
_ PLAN CROSS REFERENCES F - PLANTING PLAN
OFF
Underground Service Alert , � - — - -1— scA[_F V=20'
�I RAMP FOR NOTES AND LEGENDS, SEE THIS SHEET APPROVE D E3 Y. UA-I E
MP FOR DETAILS SEE SHEET L-2 ` SC AP
• Call: TOLL FREE RA allo F CITY ENGINEE RCE No. 2495
ON FOR SPECIFICATIONS. SEE SHEET L-8 Y4 um
q.9 ,
LANDSCAPE
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-1 � 49 s DESIGN E c E iRA R �_alv c�F�ouF
ARCHITECTURE
1 _�00 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3 �� fi HH SITE PLANNING
T Mi _� n �1-,AVVN 10621 CHURCH STREE i, SUITE 106 �;f �f E- I
-� � -' � RANCHO CUCAMONGA, CA 91730 c'
422-4133 n3 * HH/JDD (909)484-2800 FAX: (909) 484-2802 L-5
s,4 . REVISED: 2/17/03
C'HE CKED C)F3AWING No .
TWO WORKING DAYS BEFORE YOU DIG \TF p��FOQ JAF DATE RLA N0. 2832
8/26/02
�0 F c
A.D.G.# 0230-5 SF IE[- I _ gyp_ Of
1WRINKLER IRRI(:A 1'1ON til'H'('II'1('1 fIONS
_ 1 r< <idr .tor,.1un,+Iter chart t�Ir each a ITT[noller scqucne'e d t nswre sunt ,n 1'S.I 1 t',i y I'�" x Ih" I I rectangular box hoc all c lectnc conu,,� ;alar. with the adjoining grade IIx Contractor;hall set un)lace cap and madeyuactet Id aoccrmge due III de\ran,uts RI III the Drmwtngs. .Ir
C. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areae. Carson Industries a pressure test all piping under having prior to the paving work. where the system has been willfully installed as.indicated on the
PAkT I-GF ..---tAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419 12R with green holt-down cover or approved equal Drawings when it is obviously inadequate.without bringing this to
and shall he 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 he
1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material hydraulic driving.but where an cutting or breaking of sidewalks accomplished before any ground cover is planted.
g 5. Use]0"x 10-1/4"round box for all quick coupling valves installed Y Y €
4. The chart is to he 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 boltdown 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 toe
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will he 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.
Irawumgs and described herein. when reduced.
'�. Sprinkler Heads: Cucamonga. No hydraulic driving will he permitted under concrete
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE
B Standards: All work and materials shall comply with governing codes,safety 5. The chart shall he 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
orders,standards, and regulations,and meet the minimum requirements of color shall he used to indicate the area of coverage for each station. came 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
'
the Standard Specifications For Public Works Construction(Green Rook)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.
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
1.02 QUALITY.ASSURANCE&REQUIRRMFNTS mils. 3. Pile shall be made from NSF approved.Type I,Grade II PVC 2. Spray heads shall have a screw adjustment, operation period.
compound conforming to ASTM resin specification D1784. All pipe I. Routing of sprinkler irrigation lines a,s indicated on the Drawings is
A- Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall he completed artd approved prior to the final field must meet requirements set forU)in Federal SpecSfication PS-22-70 3. Riser units shall be fabricated jn accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEAN-IJP
pennits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings, manner as to conform with the details in the Drawings.
Clean-up shall he made as each portion of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturers directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1.2,and 3 of this section(2.01B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site.all walks and paving shall he 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 h ody. 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 carne as for solvent-weld pressure main line pipe and fittings ac original condition.
Specifications. calendar days prior to completion of construction•two hard-cover, set forth in section 2.0111 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 hinders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FiNAL_SITF 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
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
incorporated into and made a pari 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 area,.;for mainline,lateral lines RancNi Cucamonga Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall he carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. 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 he construed to conflict with any of the above manufactures local representatives. 4- PVC pipe and fittings shall he thoroughly cleaned of dirt_dust_and of the City of Rancho Cucaruonga.
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
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 R The Contractor shall show evidence to the Cit}'of Rancho Cucamonga that the
construction of a better quality,higher standard,or larger sizee 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
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. S. Cho PVC to metal connections,the Contractor shall work the metal
1. Pile: Type K.hard tempered. 2. A backhoard shall he secured to the controller enclosure housing to connections first. Teflon tape or approved equal.shall be used on all 3.10 SITE,OBSERVATION SCHEDUi.E
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
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper, colder 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
1. 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
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 he 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. 1613c zinc,24% cadmium,seprdus at 1125°F,and ryuidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the i 17 volt supply s
affecting all of his work and plan his work accordingly•furnished to the controller housing. All power within the housing shall he E L 1. Pre-Joh Conference-7 days
Clearance:
such fittings,etc..as maii,be required to meet such conditions. E Equipment to he Furnished F. GateValves: properly phased.
Drawings are generally diagrammatic and indicative of the work to be
1. A11 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 art of this contract the following tools: I. Ball Valves 1 ]/2"and smaller other and twelve (12)inches from Lines of other trades.with the
PP P g ) 4. A terminal strip shall be provided,clearly indicating the proper
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 he a 125 lb SWP bronze valve with threaded valve.common,central control). adjacent to pressure supply line. Parallel lines shall not he installed
disassembling and adjusting each type of sprinkler and valve ends and shall be.equipped with a stainless steel handle- directly over one another. C 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 he Nihco 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-
s. 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 manufacturers instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours
3. The Contractor shall telt 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 he turned over to the City at b. Resilient Wedge Gate valves shall he Na 403 RT-RW as G. High Voltage Wiring_ for Automatic Controller: R. Final observation-7 days
obstructions or differences should he brought to the attention of the the conclusion of the project. Before final observation can occur. pp pp eq PART 3-EXECUTION
g supplied by Watts or roved oats
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 Resilienl 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 re.sponsibilit} for any City of Rancho Cucamonga. Cucamonga, show evidence in writing of when and by whom these
3-01 ORSFRVATION OF SITE CONDITIONS prov-ided by the Contractor.
revision necessary. 1.04 PRODUCT T)1 -STORAGC AND HANDLING G. Quick Coupling Valves: observations were made.
1.03 SIB11diTTAi.S body dA. Al]scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes.ordinances,and union
i. Quick coupling valves shall have a brass.two-piece 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
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. PP g g 1 contractor shall not call for a site visit without"As Built"record drawings.
A. Material list care in h-andlin loading- unloading-and storing PVC t and fittings. All prior to proceeding with work under this Section. without completing previously noted corrections,or without preparing the
g� g g g P�Ime gP g P P P €
H. Remote Control Valves:
PVC pipe shall be transported in a vehicle wl ch allows the length of pipe to 2. Quick coupling valve shall he operable with a quick coupler Ke system for said visit.
lie flat so as not to subject P g � P �� Y B. Exercise extreme care in excavating and working near existing utilities. The
1. The Contractor shall furnish the articles.equipment,materials,or ject 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 arc caused by 1. Install where shown on the Drawings. Where grouped together,allow'
processes specified by name in the Drawings and Specifications. No at any point. Any section of pile that has been dented or darnaged will he
substitution will he allowed without prior written approval by the discarded.and if Installed,shall be replaced with new piping. H. Backflow Prevention Units: his operations or neglect- Check existing utilities drawings for existing utilitv at least twelve(I 2)inches between adjacent valve boxes- Install each
City of Rancho Cucamonga locations. remote control valve in a separate valve box
1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the
2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance C. Coordinate installation with
utilities
of sprinkler materials including pipe.so there shall be I. Flushing of System
no interference with utilities or other construction or difficulty ut 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.
and description of all materials and equipment to be used Although equipment or materials listed on the Drawings and Specifications.he may do trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers air in place and CONCRFTF SPFCTHCATIONS
connected,all necessary diversion work has been completed,and
manufacturer and other Information may he different. the following so by providing the following information to the Cite of Rancho Cucanionga 2. Wye strainers at backflow,prevention units shall have a bronzed
is a guide to proper subnuttal forinal: for approval D. The Contractor shall carefully cheek all grades to satisfy himself that he may prior to installation of sprinkler heads.tlmc control valves shall he PART�. ____ ,__ __
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.
#100R or approved equal. � ]-Ol Description
Item No. Description Manufacturer Model No. t. Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing,of the system
Use a separate sheet of paper for each item to he submitted. 3. All pressure main line piping between the int of connection and 3.02 PREPARATION P Y )
1 Backflow Preventer Febco R25-Y-BV P P P g P° tray been accomplished to the complete satisfaction of the cit} of For concrete information refer to the Standard Specifications for Public Works
the backflow preventer shall bee installed as required by local code. Rancho Cucamonga. Construction(Green Rook: Edition per the Cjty of Rancho Cucamonga). Refer to
2. Provide descriptive catalog literature•performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout:
g g Sections 4.201,303.and 400.as well as an) 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 J. Sprinkler Heads: per and pc+,t installation of concrete work,materials. IaMir,and clean up. The
construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure Standard Specifications for Public Works Construction is available from.
3 Master Valve Superior 3100RCV 3. Provide the amount of cost savings if the substituted item is supply lines.routing and location of sprinkler heads.
approved. I. Check Valves: 1. Install the sprinkler beads as designated on the Drawings Sprinkler
heads to be installed in this work shall he equivalent in all respects BI Building News
4 Etc Etc. FA c. 2. A]1 layout shall be approved by the City of Rancho Cucamonga prior to those itemized3055 Overland Avenue
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 to installation. 105 Angeles.CA 9(Xue
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)202-7775
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- SID,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 TV. recommended by the manufacturer 1.02 Scope
required as submittal information 1.06 GUARANTEF 1. The irrigation system shall he connected to water supply point(s)of
2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TFMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as
3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall he made in accordance with the F.I.P.thread inlet and outlet Internal parts shall be stainless steel specified. including. but not limited to the following:
of the City of Rancho Cucarnonga may be rejected and the Contractor attached form- The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall he field adjustable against 2. Connections shall be made at the approximate location(s)shown on `
P 1 g The City reserves the right to make temporary repairs as necessary to keep the
may he 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 the Drawings. The Contractor is rest onsible for minor changes , s A. Furnish and set all reinforcing steel,bolts,and anchors.
expense irrigation system caused by actual site conditions. sprinkler system equipment in operating condition. Tlme exercise c f tht. right by Ura r
the Valcon "ADV"or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of thc
4. Approval of anv item,alternative or substitute indicates only that the B. A co of the Guarantee form shall be included in the operations and C. Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete.
PP } p}' pe J. Control Wiring: PP
prnxduct or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TRFPS C. Concrete mow strips,footings for walls,fencing,posts,benches,etc..where
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 he re-typed onto the Contractors letterhead and controllers and the electric control valves shall be made with direct made to electrical points)of connection as indicated on the 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 ro trees and tree runts. Excavation In areas where two 1.03 Protection
5. Manufacturer's warranties shall not relieve the Contractor of his 1 control wire conduit within structure shall he made.with AWG-TW (2)inch and larger roots occur trees a done h}' hand. All roots two(2)inches and
liability under the guarantee Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall he a different color wire for each 2. Connections shall he made at the approximate location(s)shown on larder in diameter.except directly in the path of i or conduit,shall be tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3)days.
supplement the:Quarantec automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause C P } p pipe
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 Barricade shall he placed imediately after concrete finishing. Contractor shall furnish,
, € r Pe
drying. Where a ditching machine is run dose to trees having rats smaller than two place and remove all(if his n barricade.. Contractor.hall he responsible for any
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 (21;occas in diameter,the wall of the trench adjacent to the tree shall he hand damage to new construction and replacement or repair of the work shall he made
accordance with the [rawurgs and Specifications.ordinary wear and tear,unusual wire size be less than#14. 3.03 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 We agree to repair or replace any defects in material or be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should he
set of bluchric ozalid prints which shall he 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 he installed along the A Trenching:
closed within twenty-four(24)hours:and where this is not possible. the side of the 1.04 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 burly or canvas.
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 hotom of P P completion U of all concrete work and before final acceptance.the Contractor shall
purlx+sc may he 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. Iay pipe to an even grade- Trenching excavation shall follow P
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 Drawin s and as noted. 3.06 FiF'I.D QUALITY CONTROL, shalremol h all tools,surplus materials.apparents.debris,etc.from the site and the site
g P y P l � g ) g• shall he left in a clean,neat condition acceptable to the City.
as a record set replacements within a reasonable time after receipt of written notice from the City,we
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall he provided within three(3)feet of each 2. Provide for a minimum of twenty-four(24)inches cover for all A. Adjustment of the System :
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall he of sufficient length at each irrigation lines installed under paving or hardscaping.
I. The Contractor shall flush and adjust all sprinkler heads for
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,
work as ac•tuall} installed For example,should a piece of equipment PROJECT: repair.the valve honnet may be brought to the.surface without 3. Provide for a minimum of twenty-four(24)inches cover for all
s poss
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-
roadways,and buildingas much as ihlc.
must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors.
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 2. If it js determined that adjustments in the irrigation equipment will
STONED: " provide proper and more adequate coverage.the Contractor shall
irrigation legend The relocated equipment and dimensions will 5. All splices shall he 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
then he transferred to the original record drawing plan at the proper Packs,Rambird 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 nen-pressure
lines.
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
all information from the"record drawing"prints to a sepia mylar or valves will not he allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8)inches for all control 3. i owcring raised sprinkler beads by the Contractor shall be
similar mylar material- Arrangements shall he made through the city PARI'2-PRODUCTS Rancho Cuc<mnmonga wiring. accomplished within ten(10)days after no by the City.
for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades
shall he in waterproof India ink and applied to the mylar by a 2.01 MAT FRI.AT S K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within Cih streets unless otherwise designated on the Drawings.
technical pen made expressly for use on mylar material. Such pen susceptible to traffic leads.
shall be similar to those manufactured b Ra ido ra h. Kueffel& A. General: Ilse only new materials of brands and types noted on drawings, 1. Automatic controller s)shall be of size and a shown on the
Y P g P ( type S. Rain Bird F.FB-CP-PRS valves will be set per manufacturers
Esser,or Faber Castell The dimensions shall he made as to be easily specified herein,or approved equals. Drawings. B. ac
n final Backfilling:
specification so that each lateral operates at design pressure. DESCRIPTION 0 F REV I S I 0 N
readable even othe nal controller char(see Section C). The ���� JAPPROVED
original mylar"record drawing- Ian shall be.submitted to the Ci of B. PVC Pressure Main Tine Pipe and Fittings: 2. Final location of automatic controller(s)shall he approved by the Ci 1. The trenches shall not be backfilled until all required tests are
i; g��P City PP City � B. Testing of Irrigation System:
Rancho)Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated
co CITY o f RANCHO C
contrpller chart. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class materials approved for backfilling,consisting of earth. loam,sandy 1. The Contractor shall request the presence of the City of Rancho
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.
4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to he furnished by others. The or stones. Backfill shall he mechanically compacted um landscaped
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSFapproved Type 1,Garde i, final electrical honk-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
intersections,etc.the location of the following items: PVC compound confornming to.ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips. sunken asquare inch and prove watertight. HAVEN MEDIAN ISLAND N/O
pope must meet requirements s set forth in Federal Specification PS - I- Electric Control Valves: areas.humps or other surface irregularities.
a. Connection to existing water lines. 22 70,with an appropriate standard dimension(S.D.R-)(Solvent-weld Note: Testing of pressure main lines shall occur prior to NEW 210 FREEWAY
b. Connection to existing electrical power- Pipe). I. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will he initially placed on all lines. 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
d. Routing of sprinkler pressure lines(dimension max. 10(Y 3. Pressure main line piping for sizes 1-1/2"and smaller shall he PVC permitted in the initial backfill. 3- All piping under paved areas shall be tested under hydrostatic
alone 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
e. Sprinkler control valves. 3. Flooding of trenches will he permitted only with approval of the City nm paging- IRRIGATION & CONSTRUCTION SPECIFICATIONS
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall he made from NSF approved Type 1,Grade l 3. Provide and install one control valve box for each electric control of Rancho Cucamonga
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. Stuh 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. l�r r)( ' C ' } L)
develop,replace joints and repeat test until entire system is proven AP()f`t UU L U B Y. U A I L . !D / J
I, Other related equipment as directed h'the City,of Rancho -21 70 M. Control Valve Boxes: sprinkler heads_lawn.planting.or other construction are necessary, -
) watertight.
Cucamonga.
the Contractor stall make all required adjustments without(;U$t te,the CITY ENGINEER RCE No. 24953
5. PVC solvent-weld fittings shall he Schedule 40, 11-1 NSF approved 1. Use 10"x 10-314"mond box for all gate valves. Carson Industries Citi. S. All hydrostatic rests shall he made only in the presence of the
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 coyer or approved equal. Extension t Gencral Contractor and the City of Rancho Cucamonga No pipe shall AFit;F I E FIRA U IG N GROUP OUP C
shall deliver the corrected and completed se pias to the City of sleeve shall he PVC with minimum size of Six(6)inches C. Trenching and Backfill Under Paving: DESIGNJDD RE )E
P F he backfilled until it has been observed,tested,and approved in LANDSCAPE ARCHITECTURE
Rancho Cucamonga Deliver} of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent weld pipe abd fittings
writing.
Contractor of the resli nsibilm of furnishing required information shall he of type and installation methods prescribed by the 2. Use 9-1/2" x 16"x 11"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete.or SITE PLANNING T
that may be omitted from the prints- manufacturer Carson Industries#1419-12B with green boltdowncover or roved concrete will he installed,shall be backfilled with sand(a laver four 10621 CHURCH STREE,SUITE 106 �E1E
g PP 6. Furnish necessary force pump and all other test equipment- DRAWN RANCHO CUCAMONGA,CA 91730
(4)inches below the i and six (6)inches above the ptpe)and
equal. pipe P! J DD (909)484-2800 FAX (908)484-2802
C. Controller Charts: 7. All PVC pipe must hear 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"dee round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal P ) g REVISED: 11112102
P P 9 the caseose of the Cit of Rancho Cucamonga to determine if the
1. As-builts drawings shall be approved by the Ci 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 he
g PP City P g 1' water coverage for planting areas is complete and adequate. Furnish CHE GK �/A _
Cucamonga before controller charts are prepared b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall he left flush all materials and perform all work required to correct any WWK DATE 8/26/02 RLA N0. 2s34 -+--
c. Schedule or class _ _...-
A.D.G.# 0230-5 Sill-[ 1 _ 7 OF
Pi,ANTTN(. SPF('i CATIONS
PART 1=GFNF RAI, PART 2 I xFCLJT70N
C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility_ and Coordination:
1.01 Scope of Work good horticulture practices and shall he of the size and caliper normally
2.01 Protection: associated with the container size specified on plans. Removal of all tags. A. Iandscape Contractor is responsible for the erection of all signs aril barriers
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 rxotify the public.
Contractor shall provide all materials.labor and equipment incidental to and shall not he allowed to dry out Bare rootstock 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 nr 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 hall covered with moist sawdust,wood chin or other suitable material
1 D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render t)x•job site unusahlc for
1.02 Standards-
until planting. is insufficient in size to carry out the intent of the planting pian will not more than 10 days from date of application.
accepted and will be replaced at Contractor',,expense.
2.02 installation 6.05 Non-Selective Herbicides:
All work and materials shall comply with governing codes. safety orders.standards. E. Sizes of Plants Shall be as stated on the Plan. Container stock(1-gallon,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 he amended to backfill around trees and
F. Substitutions - Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides:
shrubs using the following mixture: provided the substitute materials are approved in advance by the City.and
A. All Contractors performing Site Development work-must be licensed in
accordance with the laws of the State of California. are made at no additional cost to the City. Fxcept for authorized variations, Selective pre-emergent herbicides recommended with seed mixtures(as reco �ended by
Native,On-Site Soil with rock no greater than 3"in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor)
Gro Power Plus.5-3-1 15 Ibs/cy specifications.
B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 ibs/cy 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to he employed during the
course of construction. G. Plants Not Approved -Plants not approved are to be removed from site
(To be used for bidding purposes only.verify with Agronomic Soils Test.) immaliatcly and replaced with suitable plants. The City reserves the right to if in the opinion of the Pest Control Advisor.perennial grasses and weeds existing in
reject entire lots oflants represented by defected sam les. 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 p 1 P Control,Advisor's recommendations.
Damage Insurance.during entire course of the Construction Contract. The plant-to allow thorough water in and establishment. H. Stake all trees,ac per details immediately after planting to prevent wind
amount of insurance shall be determined by City. 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 CAN,acceptance. I. Plant trees that are to be located in lawn or ground cover areas after finish
landscape Architect and City to give starting and completion dates. 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 namegrades are first established and allow at]east 7 calendar days prior to
PART 3 SOIL PREPARATION AND FINISH GRADING installation of said lawns or°round cover to rovide for thorough wateringI" below the surface of the soil- Physically remove all weeds from the site.
and telephone number of the person in charge of the work. P €
1.01 pe of trees. All planting holes shall he excavated as defined on appropriate r
Scope of Work details PART 7-t.ANDSCAPF.MAINTENANCE
1.04 Responsibilities and Coordination:
A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A Permit.%7 The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn
required by governing authorities for the work to be performed. areas as shown on plans,as reasonably implied.or as delineated in the Provide all materials.labor and equipment necessary for,or incidental to,performing
p } I Soil amendments shall be as recommended in the Agronomic soils report eq Pm 11e €
R Existing Conditions The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in tine
dimensions shown on the tans at the site riot to commencement of an 4.04 Trees Stakes:
specifications including,but not limited to the following:
P P Y B. Furnishing,placement and grading,of topsoil for backfilling of planters if
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 he lodge pole pine tree stakes. See tree staking detail on plans for
further information. Keep planted areas free of weeds and debris.
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 Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gac as required 3.02 Topsoil
PARTS-GROUND COVER AND BEDDING PLANTS Irrigation
by him for the construction of the project. Temporary services shall be 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. 5.01 Scope of Work
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
7.02 Fertilizers:
estahlishing 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 cover and bedding plants.as shown on plans.as p Commercial fertilizers with an analysis of 5-3-1-Gm-Power Plus,and 12-8 R
shown on plans for proper execution of site construction. that) I S% by weight_ The boron content of this soil shall tie no greater than 1 reasonably implied.or delineated in the specifications. 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 millimobos r centimeter at 25 C. 5.02 Bedding Plants:
P per Pouer(909)393 3744.
detours required by him fur the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be
traffic harriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project Perennials and Annuals: Provide healthy container grown plants from a recognized B Ammonium Sulfate Granular form containing not less than 219E nitrogen and
City or goveming authorities. landsca Architect for anal 'sis riot to use.. Result of testing,to be delivered nursery,and of the species and variety shown on plans.
Pe } P € 2404 sulfur aril shall he registered as an agricultural miner,with the State
1.05 Defective and Unauthorized Work:
to City for approval. Soil test to include analysis and recommen5.03 Ground Cover:
recommendations. 5.03 of Agriculture in compliance with Article 2- "Fertilizer Materials,"
3.03 Soil Amendments: Section 10311 of the Agricultural Code.
All work which is determined by inspection to be defective in its construction or Ground Cover: Provide ground cover of the species shown on plans. Ground cover 7.03 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 sunflar containers.
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. 5.04 Mulch:
3.04 Soil Preparation:
1.06 Inspections Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted area,on a continuous basis as they are installed
All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange for inspections by notifying the iandscape Architect,City approval and,fine radia completed.prior to rototillin and prior to soil 5.05 Coordination: of total ro ect. Replace any dead or dying plants as directed by the landscape
PP € € P P € P P j I } €P 1
and governing authorities. 24 hours prior to time of inspection,unless otherwise amendment work. Architect and City representative.
noted. Inspections shall be as fisted 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. are all lawn and planting areas b planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation stem on an established program to maintain
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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 he removed from the site,except for areas that are to he sodded, in elements. shall he kept to a minimum. Damage to irrigation system resulting from
Drain Lincs and Catch Basins. which all rock and debris more than I"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 he brought to the attention of the City. No repairs
Plant Material(delivery & lacement)• other than emergency repairs shall be accomplished without written
( rY P Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" --
Substantial Completion Inspection(at completion of landscape improvements) to h" the following for each 1,000 square feet of planting area 5.06 Installation: permission from the Cih
-7 Ddys,
Final Inspection(after maintenance period)- 7 days. 4 cubic yards of nitrobzed 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 area, free of weeds and debris by cultivating
200 lbs.of Gm Power or approved equal. areas at intcn cls not to exceed 10 calendar days.
Tine contractor shall arrange a Preconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize
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 he 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.
1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place.
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 testis laboratory approved by the project I,andsca c planter area after grade is established. Watering shall hcgin immediately after Pest control.to keep all plants and planted areas free of insects and disease.
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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 5.07 Protection:
Trees 15 gat. & smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by Iandscape Architect.
Shrubs All sizes 120 days 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=WEED ABATEMENT Remove trash weekly. Edge ground cover to keep in hounds 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 of abrupt 6.01 Scope of Work: gophers and moles:repair damage.
Guarantees begin after the project acceptance by City and at the end of the grade change.
180-day maintenance period, Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 8-ACCEPTANCE OI'PROJECT
all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied.and as delineated in the specifications.
and within 5 days from receiving written notice from the landscape Architect 8.01 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 6.02 Quality Assurance:
period.City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for
fandscapc Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped area,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 _PART 4 -_TREES_AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector.
materials for all site development, for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and
acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment
Regulations.
1.08 Material and Ichor 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
shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the C
Upon completion of the work.the Contractor shall present to the City,signed copies of beginning of tin establishment period.and the second at the end of the DESCRIPTION O F R E V I S I O N
all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. if plantings are not acceptable at the end of the 180 DATE APPROVED
Prior to the installation of anweed control materials,the landsca e Contractor shall day period,due to defective maintenance,then continue establishment until
1.09 Disposal and Clean up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard y P all work meets with the Specifications and can he approved I T Y f RANCHO C U C A M O N G A
submit to the Iandscape Architec VCity a list of the weed control materials and C
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Plant Names"established by the American Joint Committee on Horticulture. quantities r acre intended for use in controllingthe weed types prevalent and
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is , P P B. At termination of establishment period all plant material shall be live.
soil material),trash and debris generated or encountered duringtine course of expected on the site.as supplied by the Pest Control Advisor. Pest Control Advisor
healthy,undamaged.and free of infestation. Inferior plantings shall be
folkowed. shall furnish the iandscape Contractor and Landscape Architect and City data to replaced and brought to a satisfactory condition before final acceptance of
landscape construction,and legally dispose of it [haring the course of the work,
remove surplus materials from the site and leave remises in a neat and clean demonstrate the compatibility of the weed control materials and methods with the
T P R Condition - Plants shall be symmetrical,typical for variety and species,sound, work will be made. .All areas shall be neatly raked and free of weeds.
coHAVEN MEDIAN ISLAND NIO
ndition. Clean up and remove all remaining debris and surplus materials upon intended planting and seed varieties present.
healthy, vigorous,free from plant disease,insect pests,or their eggs,and shall NEW 210 FREEWAY
completion of work. leaving tine premises neat and clean. The site shall he cleaned have healthy,normal root systems,well-filling their container. buy not to the
upon the request of the Inspector, point of being root bound Plants shall not be pruned at anytime,and in no
case shall trees he topped.
PLANTING SPECIFICATIONS
AFIF'HLM L) BY: DA] L.
CITY ENGINES RCE No. 24953
DESIGN AW ,Fill ; iMk, K :-,It-jN GROUP FSE f�
JDD LANDSCAPE ARCHITECTURE
SITE PLANNING
621 CHURCH STREET, 106
E.jHAWN ROANCHO C CAMON A CA1TE 91730 C)F IE E i
JDD (%9)484-2800 FAX (909)484-2802
CHECKED REVISED: 11/12/02ngol'5
I O
RWK DATE 8/26/02 RLA NO. 2834 -L
A.D.G.# 0230-5 SHE E_ i _ __ Of