HomeMy WebLinkAbout1339-L DEVELOPER/OWNER
L AP ARCHI I EC I URAL.
ANDS. C, E PLANS
aa> .�
N
E MEDIAN
MILLIKEN �� UA
RCD (' it O' DONNELL, ARMSTRONG & PARTNERS
-
2201 DUPONT DRIVE, SUITE 100
PM 11891 IRVINE, CA. 92715
TEL. NO. (714) 955-3277
LANDSCAPE MAINTENANCE DISTRICT NO. 3
VICINITY MAP
GENERAL NOTES SHEET IND X
E
NoaT ro --r-At s)
SHEET N . 1 —
S O COVER
SHEET
SHEET NO. 2 — CONSTRUCTION PLAN
SHEET NO. 3 — IRRIGATION PLAN
SHEET NO. 4 PLANTING PLAN
` SHEET NO. 5 — IRRIGATION/PLANTING
.
i. An Ertoo�ltn+ent P.rrrtit shall be ob0nee from the CIy Engineer prior b any y work. NOTES/LEG END
2. AN woAk shah be performed acoording to current City standards and the Standard Specif sons for Public Woft Construction. SHEET NO. 6/7 - DETAILS
3. At the bondc,sbn of rough grading, an agronomic softs report than be turnisne to the city Inspector ane all such recommendertions SHEET N O• 8/9 — SPECIFICATIONS
130�R�L-IN>: from such a report than supersede siladmen
ls ment recommendations shown on the plans.
lu. a. upon comp>Ietkon of InstOLation, a maintenance period of one hundred and eighty180) days Is required prior b Anal acceptance of the
ARRoW -a-Ez work by the City. Maintenance shall Include mowing, weeding. Irrigation, pruning, raising tree root bans which settle below grade.
fertPxJ0 and applying such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, repla+r�ement.
Z to
N _ d.eand uat neves_ _ b ked the tion s stem h coil working order with proper coverage. nsxnxat�a.tlt.�L
�0 � I^g p +� y 0 ^� P � ao Somme
3
ry
Q _ notoslntel'tIt'nsi�tlClt�s! shall b!ao,pLe.1c� In wriltlnp...hy the City Ins ti1<4LII z f
T5 AN � awu.0E os��uaTE
5�N E INv MNY 10 To vVrI� ' PL-04T acs arac �aSusM�rT. Nc�
S. Orto oorntroltw_ chart shah be provided UDr each oontro%r. Controller chart shall be the maximum sire the controller door win allow NDSCAPf
and than show the area covered by the automatic controller. The chart Is to be a reduced drawing of the actual as-buln system. �tk0� •�
How`a+w, In ttw event the controller sequence Is not legible when the drawing is reduced. It shall be entarged to a size that will be `S1�
readable when reduced. The dwt shad be a blackline print and a different color shall be used to show the area of coverage d each � � N0. 1130 1� �
POMON
e.t P W Inspector, art all hermetical between two d
6
. srstbn. when oomp� ee and approved by the Public arcs pec . the ch shell be y seated be pietas
O
- piaxc, each piecbeteg a minnkxn d 20 ms. thick.. The chart shall be mounted using Velcro kxo a approved equal type of tape Thee
Charts must be ted and In b final acceptance of work the City.
P� P� by .,
s
e
d. r wide x r deep oonmew mowsr" shall be provided between all shrutYgmundcover areas and turf areas. Mowstrips shall also be
ff We ���
beneath metal f and where C maintained areas are fit to privately maintained areas. •�
R
provided fencing hY Pr �Y T 0
F F
r7F CAIi
7. Sidewalk layout is conceptual only. Approval of the Anal sidewalk layout than be made in the Sell and adjusted as necessary to meet
MAINTENANCE RESPONSIBILITY MAP flNo condfiora as approved by the Pudic Works Inspector and Project Planner prior to final construction. CONSULTANTS
C NC1T 10 SCALE ) S. AppAcation of any chemicals shan be by State licensed personnel.
9. Any trees within Ave (S) feet of watts, walks, curbs or other potenttaNy root-damaged hardacape shall be Installed with rootcontrol LANDSCAPE - ARCHITECT: ENGINEERING CONTRACTOR :
barriers. Prior to badkfltfing tree(s) planting, contractor shall have the City Inspect root barrier installation. WILSON H E N T Z E N W I L L I A M S O N & S C H M I D
10. No trees shall be planted within three (3) feet of curbs. 942 E . C H A P M A N AVE. 1 101 S . M I L L I K E N S T E. G
11. AN treed are to be Iodated: ten feet from any street light, power pole, or reinforced concrete box; Ave feet from any drive
approORANGE C A. 9 2 6 6 6
ach. Are hydrant, underground structure (e.g. catch basins, vaultd r lateral s) ansewer oclean-out; three ft from; and eeroany , ONTARIO,,. C A. 9 1 7 6 1
Weser meter a satinet line.
TEL. NO . ( 714) 771 - 3185 TEL. NO. (714) 998- 7880
1 j iC. &RA PING -5?ANGp.:VS FVR C Tr MAJN-rAIN90 A--z A5 61441,4- M '.
come OWN' StMWAP` M KI MUM &B IRRIGATION CONTRACTOR : VALLEYREST LANDSCAPE
q MAXI M uM 6)-Op05 IM TURF AREAS 5 : 1
C A
21 MAKI MUM !00P" Ill GROUNOCOYM R 0 ?4 SIMWAW AMD wlO -4: 1 1920 S. YALE STREET
10 MAXI MUM _41-OPP� IN G►?DUNDCovW A*ZA5 gWfffNb 51M ISAW- 3 1 TEL. N O. ( 714) 546-7975 SANTA ANA C A. 9 2 7 0 4
�S
1I�
M� MUM GR4,p1= L��NG �f 1sG►tJC'J•rR1�J.1 rFza 2 �¢/
2
2
I
i -
11 LANDSCAPE QUANTITIES
G
—1 X3GA
FRITS:
M. Q
o( 'l l'.
1
aZ3 c
I . 1-IQUIDAN113AR STNTACII LUA 'PALO ALTO- 17
IG17 AMERICAN S11'[�.I•:'r GliA1, 15 GAL'
' 2. PINUS CANARIFNSIS 10 ` •
__ - � -�•-a- -- j�- i
CANARY ISLAND PIN!?, IS GAL.
DESCRIPTION OF REVISION DATE
C'TY
—___ APPROVED
"i'OTAI. 2 7
r
3 �
I ¢ 4 5 G SHRUBS: � .•i•�
CITY OF RANCHO CUCAMONC
A
I . I GALLON
8
2. 5 GALLONS >j lOi
� s MEN" z MILLIKEN AVENUE MEDIAN
TOTAl.SQUARI:HXYI'A(;I? U � LANDSCAPE/IRRIGATION PLAN
CITY NIAINTAINFI) 12,490 So.['[-. P M
TOTAL ACRES 11891
CI FY NIAINTA IN1,D
.28 A►C It l'
APPROVED BY DATE. s
PLANTING SQ. FOOTAGE 8,680 SQ.[.-'I-. / �4
f,
3►� s .rcxrrnGl, z CITY ENGINEER L� RCE NO. 22397
c'o13r
Q ,8(N) SQ.[-.'r.
P1.RC1 N"rAGF C'013131,F(iSFD DESIGN R MMEN E 0
IN N1FDIAN EXCLUDING
MEDIAN NOSFS
DRAWN SHEET
PFRCI':N'rAG1'. LANDSCAPE; AREA 69.9% 1
PFR('TNTAGI ('013131,!: 11ARDSCAPf 30.4%
CHECKED� EC ED ^R AwiNG NOn
---- -- — RCE NO
o� I
IOO.O;o DATE FILE ►a0 ____
1 ,
SHEET NO. 33 OF
B
CONSTRUCTION NOTES:
—f CONC. CURB CIVIL ENGINEERS' PLANS.
1 .
_ REINFORCED CONCRETE, 12" DIA. DRAIN BOX
1 SET THROUGH CONC. SUBBASE. CHRISTY t/V-1. ,
WITH #71C213 GRATE,.
12" DIA. X-10 FT. DEEP AUGF.RF,D DRAINAGE
SAME'. LOCATION PER CONSTRUCTION PLAN,
1uG�► t�I¢S IG�1 BACKFILL WITH COURSE;SAND.` .-
1 Milliken Avenue Ir rv, C K`( GRADUATED SIZES OF LOCAL„ RIVER RUN GRANITE
STONES, INSTALLED IN THE',FOLLOWING TWO STEP
1
PROCESS:
a. 24" WIDE 'DRAINAGECOURSE'TO BE
-�1 —
� SET W 3 I/2" MIN THICKNESS, PORTLAND
/�G, CEMFNT PERVI(,US CONCRITF.PAVEMFNT
SETTING BED, tN, ING 4"-6" DIA STONES.'PERIMETER' ARF?AS TO BF. SEI' IN CLASS "
'D' MORTAR, 1 PART CEMENT TO 2 1/2
2d I (I) PARTS SAND, MIN. USE 7" TO 12" DIA. STONES.
TYPCD
1 BOULDER PLACEMENT PER DETAIL , SHT. (o FINAL.
.rte LOCATIONS TO BE DETERMINED IN THE FIELD BY
LANDSCAPE ARCHITECT/ CITY (SIZE tTO Y DIA.)
CONTRACTOR SHALL BE REQUIRED TO OBTAIN A CURRENT
AGRONOMIC SOILS REPORT PRIOR TO C'ONSTRUC'TION OF
1
MEDIANS
1
B
. B
1 1
1
1
1 NOTE BOULDER -LOCATION IS 1
1
SUBJECT TO CITY APPROVAL. �
1 Milliken Avenue -f; -�r �w �A� ��- poll, x 0A"v IIINI
1
it.00
77- A61
IV
kzQ 4-1h
�67
•� 4
NOTE: INSTALL - COBBLESTONE '
pkv I4ry AprA T� I '
��IIJG -roM�� oo G VE EFFECT OF MEANDERING 1
i COBBLE NOTES: T TGf STREAMBED OF VARIABLE WIDTH 1
i HAND PLACE IN CONC. SETTING BED WITH 1
1 FLATTER SIDES UP TO FORM A UNIFORM
' SURFACE WITHIN THE DRAINAGE COURSE. 1
� 1
PROVIDE LESS UNIFORMITY AS STONE, 1
1 GRADUATES IN SIZE AND PLACEMENT NOTE: SEE SHEET NOS. 3 '& 4 FOR 1
AWAY FROM DRAINAGE COURSE. IRRIGATION AND PLANT'ING � I�DSCAPf',q�
DEPTH OF STONE EMBEDMENT TO BE NO LESS �� HER Cy
THAN TWO-THIRDS THF? DIAMETER OF THE yfiyl /f
STONE.FOR SIZES 4" - 12", NO GREATER THAN A 4 �� N0. 1730
ONE-THIRD TNF; DIAMETER FOR SIZES
LARGER THAN 12" DIAMETER. i
• WILSON
COMPACT SUBGRADE TO A HARD, FIRM, 1 Game MEMO ..,.,� $ nature
I
RFACE, SMOOTH AND TRUE HENTZEN
TO LINE AND GRADF,;•FEST FOR RF-QE IIREI) 1 q s Gate �!
COMPACTION PRIOR TO PLACING ROC KWORK.
UNYIELDING Sl 1 21 Tf OF CAV1F���
1
10
IFCONTRACTOR AND/OR CONCRETE PRODUCER 1 Ig ' – Landscape
HAVE NO PRIOR EXPERIENCE: W11 I] PORTLAND 1 j1 2� PatCaIC Architecture
CEMENT PERVIOUS CONCRETE PAVEMENT, i 11� Q 942 E. Chapman
CONTRACTOR SHALL RETAIN AN EXPERIENCED 12 , 88— 6 3 Orange, CA 92666
CONSULTANT TO MONITOR PRODUCTION, HANDLING, 93 (714) 771-3185
AND PLACEMENT OPERATIONS AT CONTRACT'OR'S
EXPENSE. � 1 � 13 ,7
M I
CITY
Milliken Avenue DESCRIPTION OF REVISION GATE APPROVED.
a�
— _ _ _ 3. 4 5 G CITY OF RANCHO CUCAMONGA
°C MILLIKEN AVENUE
o6. 400 1 KEY MAP MEDIAN. CONSTRUCTION PLAN
< ' RCD II STREET LIMITS
APPROVED BY: ` DATE: 5,2
' CITY ENGINEER � �
� R.C.E.E. NO. 2237
1 DESIGN R MMEN D
1 '
ADRAWN SHEET
Scale
OF
CaCHECKED R.0 E NO DRAWING NO
1'=20' DATE FILE NO
SHEET NO. �4 .. OF 4a
1 yyu XERISCAPE ASSESSMENT POINTS:
1
103 ?�
1
Z01 �I IRRIGATION[Point Value)
1 ,� y II
1 �� I- Low gallonage irrigation system.[20) LO
1 " � Ldp �/II
1
Milliken Avenue Z. ?' 112. Automatic controller.[20)
1 ADO
v3. Designed to water plants by watering needs.[10) o
1 r
1 - _ 4. Soil moisture sensors.[101
L - - -
® � ,'- ` -"'-j'- _ '. •. its:" _•./ ' ' „},r, - ---•� _,.�,_: .:- '�-.av•. .•.s:. w:
s. 10
- 5. Rain sensors.[5)
• 6. Wind sensors.[51
7. Sensitive to slope factors.[5)
L 8. Reclaimed or recycled water.[5)
1 1 IB Total Points Claimed: —�-
1
1 [Minimum Points Required: 601
1 I GAL. SHRUB I EMITTER OUTL.FT PER SHRUB
1 VALVE 1 SHRUB DMP ZONE' ^ 3 SHRUBS PER SALCO PC6-2 EMITTER
1 _ CAP 3 REMAINING PORTS FOR FUTURE
1 I
1 5 GAL.. SHRUB 2 FMI'FF-FR OUTLETS PFR TREE
1 2 SHRUBS PER SALCO F'C6-2 [?1\1ETTER
1 _CAP 2 REMAINING PORTS I.OR FUTURE
1 15 GAL. TREE 4 FIMIT'T'f&OUTL TS PER TRFF,
• I '1'RF:I: R[.CI:IVF,S 2 SALCO PC'6-2 EA1UrfERS
p CAP 4 REMAINING PORTS PER EACH FMITTFR FOR FUTURE
A
EMITTERSCHEDULE
1
1
1 VALVE 2 SHRUB DRIP ZONE i
1
1 _
1 VALVE 4 SHRUB DRIP ZONE
1 1
1 -
1 Milliken Avenue
1 ' �
1 — —s-T- •—h- ---
,„ 40 4
`
00
-:: .3' .-�- =v^ j"_t- • • d r • • • • �`,>_.-..+,_ru+� .._ /_. •" •J r, • • -• J C`�• •f • Xa... • - . .,..: ....._ • .... :;;;"� •.1 •..'.e .�.... �--- i•
-'�. -sem--•T • fir•• .._-•-�-• --s _-...7._. .. .•.r,-.----s w..,... ----�- „-._- .---^r_----r�• .• �.__.•.<�•, �"im��-_•r♦ _� • .•- -� •` •-
.►-�' -f;. ....-.-...''•--_..._.�. ••.• il--• --+_
-�•r-\..--,-�t �_ r..,.. `�. •
". ,.�.--T• .i. - ..-• •
,_• •• ale
� - -
• • •
v .j• i—TA. `
�
81
_♦-- [t t•.;.a..- -_ �. r. -
_:r- ^' III • • • — - • • �'
IIF n
P- /A *c�L.C--
1 ��y CITY INSPECTIONS: DATE : BY : VALVE 3 SHRUB DRIP ZONE 1
VALVE 5 SHRUB DRIP ZONE
1 s?
1
�Cnl 1 _ 1
1
i rP �
Ai G�•t,G �rz �� �d� UiZE4.L��c�t� S0�j,IiUSCAPE41f
_ A q l � �QHER yF Cyj B
■ SAI:C-OTREIiS PC6-2 TWO OF TNF6OUTLET DRIP EMITTER WITH RA P.0.C._INFORMATI'ON
12ST RISER ADAPII.R I/M 1 IO 4 � �. 1730 �y
• SAICO hNIWd'i PC6-2 ONFOI lNE6pl1"III=FURIP FMITTFRN'rFHRA' P.O.C. IS 10�.�,METER I;�' GF:NI RAI,CON'1'RACIOR. 1 f< t • WILSON I2ST RISI'.R ADAPIFRPOTABLF WA 1'F.IZ SI�RVICI. L INF IS 2" ' IR `
- ® G�!Atiflod -Ser F�515fl 0+•141 VAS W 1J1�1� � , - 1 ¢Z • #
N RAINHIRD PH CONI )I. IVF. �z(X)MIS Y'S-1RAIN ER GAIN. IO 8" MAIN I.(X'A"IID AI I ROXIMATLY II �[- * HENTZEN
r � NU•11;: THIS IRRIGA'T'ION Sti"S'T'EM IS �U SignaturE' _
r�fsA��o l.�rYs�tl>'' Pte• i u. 8' FROM CURB MAXIMUM DEMAND IS WS,(;F N1. 1 1''! /�
HARDIE'. 1-2,SFRIFS NORMAL LY OPEN MAST VALVE I.INL SI71 ' STA'T'IC PRESSURE IS we f' BASED UPON A MAXIMUM OF 3" '
^ WATER PER WI?EK APPHFD FOR
1 Date R�\'
LI\ CAISF.NSF. 2000-12 AIITOMA"TIC(ONFROI.LFRINMLI•FRSMEI IGI- 8 HO(1RS A NIGHI/6 DAYS A WEEK- 1 �; Tf OF CAL�E�
M28S EN(LOSUR1 N'/RAINMASII:R 24 P( Landscape
P,RMANI:NIRI`.MOII`CUNIROLUIGI"I AL AND * (9 P.M. - 5 A.�1.) 1 • 1�
TIl(.1'HONECABITSTIiBOIrFSFOR FUIURF PLR CIVIL E:NGINFT.R 3 Iii
17 P a f a I C Architecture
MOTH:"- TOM MFI.F.NDRFZ. 3/27/90
VERIFY LOCATION OF P.O.C. TO I3F DETERMINED \r M ( = 942 E. Chapman
1 i
® DATA INUIISTRIAI. 220P LINE S1717 FLOW SENSOR IIA 988 7880 BY CITY ENGTNIT-RING DF:PAR•T'MEN'1' MIN. I,z' 1 t 88- 63 Orange, CA 92666
4) RAINBIRD 33D LRC QUICK COUPLER ISO O.C.MAX.SPACING NOTE:
U0�11:S'll(' SI�.RVt('T: MI•:17:R Bl" � -' 1 -� (714) 771-3185
I/p PER CUCAMONGA COLIN'1'Y V4'A'EER
HI)(Y) 825Y-BV wREDUCI1)PRFSSURE$ACKFI.ON'PRIVINTOR INSTAI.I 13A( Kl•I.UN' PRI'VE:NII;K 1 1 3 4 5 C* w
(SFENOFIiONPLAN) UISTRjC'T E:NGINI:F:RING UI'.F AR'fMEN"I' TREFS ARE IRRIGATED ON A SEPERATE VALVE: FROM SHRUB
IN SHRUB AREA PARALL.F,L. TO STRl•:E:'I. 1 ..
� C'ARLUS TIMBRES, 1/25/90 _
WILKINS 500 SERIES �J,_"' PRESSURE REGULATOR 987-2591 B CITY
• •ice SHRUB EMITTERS ARE GROUPF'D BY DRIP LONF,S,�,F ,;� � INSTALL, CONTROLLER IN MF•:YFRS MFUG-I-M285 1 . 7 DESCRIPTION OF REVISION DATE APPROVED.
rl IIWnTER MF?'FE'R BY DFVF:LOPI'R. ENCLOSURE. VERIFY CONTROLLER I.(X'ATION AND 1
-- PV(•SCH.0Q MAINI.INE MIN. 18"DFFP ISI7E,IS NOTED ON PLAN) INSTALL_ IRRIGATION EQF IIPMF,NT ILLUSTRATED. CONNFCT 110V P.O.C. SUPPLY" II CONTROLITER IS 1
' Milliken Avenue 1 _ CITY OF RANCHO G
rvC SCH 2(NI l nlrRnl.MIN'12"DELP(5�[ C;-Ii 1".MO 10 EMI'I'TEF:S TY) SHRUB l.A'I[;RAT. WITH I/2" PVC' CLASS 2(1U BY L.00A1'ED ACROSS S'I'RI I I', I'RUVIUE:SLI:E:VF; C�C ON ,•
PVC SCH 40 NIRI AND PIPE SLFFVF y MOST INRLCE MF;ANS. UNDER PAVING. 1
o --� �_ ,�,� LL� �a ie,-��-�[. �� � -►-� IZ" ��° - MILLIKEN AVENUE
cc
KEY MAP MEDIAN
O \�U THIS I RO,II:('I' RI.QUIRI•:S UNI. ( I) ('ALSI•:NSI: MOIS Ltllzl•: 1 IRRlGAT10N PLAN
F-G., A FOR EVERY' FOUR (4) IRRIGATION VALVES, SEE' SHEET NO. 2 FOR CONSTRUCTION 1
L L;.G., A GALS[?NST: N10U(?I. 2000-24 STA RF?Q(IIRL•:S 6 - 1 RCDC I I
MOISTURE SENSORS. I'LA('I`MI:N"1' OF MUIS'I'UR1;SENSOR
I"-\
SHALL BE THEA RFSPONI(sIIII LITY OFT111' MANUIFACTURFR. SEE SHEET NO. 4 FOR PLANTING 1 APPROVED BY.' ' DATE'. 7
FOR INSTALLATION AND PURCHASE INFORMATION 1 CITY ENGINEER RGE NO. a3
CONTACT•: 1
1 DESIGN REC MMENDED
RICH MURRAY
CAl SFNSF. 1 -
2075 C'ORTE DFL, NODAL. ,SUITE J � � A DRAWN SHEET
OF
CARLSBAD, CALIFORNIA 9200
Scale CHECKED DRAWING NO
1 -20
R.C.E. NO /�•j C...
DATE FILE NO jT
SHEET NO. OF -4a
B
1
XERISCAPE ASSESSMENT SYSTEM SUMMARY
1
1 POINTS REFERENCE
1
LANDSCAPE [Point Value) CLAIMED (Sheet #/Ref. #)J
1. Water conserving plants.[201 Zo
'
Milliken Avenue 2. Turf limited to 25% (45% residential.[201 Z�
1
3. Plants grouped by watering need.[101 IQ
1 4. Hardscape (non-irrigated) surfaces.[101 (�
5. Permeable paving.[51
1- - - ��z :+'' - --- - -- — 'I4
. --- '/�� 6. Low-water turf varieties.[5]
(/ 7. Mulch provided in non-ground cover areas.[51
i8. Soil amendments.[51
Total Points Claimed:
/s\ [Minimum Points Required: 601
1
1 2"
1 .8
' r
1
1 .
1
1
.B
1
1
� 1
� 1
1 1 _
1
Milliken Avenue
1 � 1
-
\ .. ... . . . .. . .. .. . .. . . . . . . . . . . . . . .. . .. .. .. . . . .... . .. . . . . . . .
.. .. . .. ... . . . . .. .. ,_ . . . . .. . . _
. .. -
s
_ - f
1
1 �
q 7" 8 b 1
NOTE: BOULDER LOCATION IS i
i SUBJECT TO CITY APPROVAL.
1 1
1 1
1 .. .... tKNDSCAP�r�
A a21 �a \S��QNER Nr
N0. 1730
1 to
Signatur _ WILSON
1 12 e3 st Dere HENTZEN
1 ATf OF CA1.I'�
1 4. I5 IG t -
C 13 � 7 i Landscape
M I Patraic
Architecture
t�
88-63 Q 942 E. Chapman
8 8—6 3 Orange, CA 92666
t (714) 771-3185
� ► 8
1 -7CITY
�
DESCRIPTION OF REVISION DATE APPROVED.
Milliken Avenue
1 CITY OF RANCHO CUCAMONGA
° MILLIKEN AVENUE
KEY MAP MEDIAN
o � PLANTING PLAN
i SEE SHEET NO. 2 FOR CONSTRUCTION
RGDC II If
Q SEE SI-BEET NO. 3 FOR IRRIGATION ; APPROVED BY: % t DATE: ! ' u
CITY ENGINEER R.C.E. N0. 22397
SEE SHEET NO. 7 FOR PLANT LIST DESIGN RE MEND D
1 •
f
A DRAWN SHEET
Scale A-OF-�—
V=20' CHECKED R.0 EDRAWING NO
. NO
DATE FILE NO
SHEET NO. 36 bF 4A_
• wore:
ROUND PLASTIC VALVE BOX 6 COVER
MARKED "IRRIGATION GATE"
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. "CHRISTY" FL8 BOX b FL8D LID (OR EQUAL)
STRUCTURE OR HARDSCAPING 111 IN LAWN AREAS
TREE OR SHRUB PLANTING PER LANDSCAPE PLANSCONCRETE VALVE BOX t COVER:
3" IN PLANT BEDS FINISH GRADE
FINISH GRADE "CHRISTY' FS BOX A F8D LID
ROUND 0CFI 901 1 N -40
AWN ARES 6" MIN. MAD RESSURELVE REGULATOR�OYER
3" IN PLANT BEDS 18" MAX. 11111� 1T - Lkill
" IN AWM ARES _
11 IN PLANT BEDS - iIl =:j�I�
FINISH GRADE
I _ ��Iiill
ri l I - i
u I j
c0
QUICK COUPLING VALVE •-•�• '
STAINLESS STEEL SCREW i il�ll II' II
CLAMP MIN. (3) PLACES II ,!Iii II BRASS GATE VALVE
z '; ' , , •� m
PIPE FROM METER PRESSURE REGULATOR
�I WITH BRONZE HANOWHEEL
_ " i 6 a S 1►' rJ. ���rJ .� I ){(moi PIPE TO BACKFLOW
PREVENTOR
- BRASS NIPPLE - 3/4" WASHED CRUSHED FLS ^E-
;IIIII� AGGREGATE BASE o
n• I. i z_ illlll� o �,II
- -
BRASS NIPPLE 6' LONG • 1 {.�. o " T
3/4 WASHED CRUSHED
LATER^L L' 6 LE DRIP EMITTER R ER TO BRASS 90 ELL _ _.l ,�� _ o . o Q o � � Q �IIIIII AGGREGATE BASE
,n INE, OUI i .. ...r� 1i" : - _ o
SEE R AN S� ERATE DET AIL FOR INS-ALLATjON I •,r f,,•'r 's ;� ILII
I :R C I BRASS 90' STREET ELL o y} °� O
PVC DISTRIBUTION TUBING, :�•. • - � �
Ililllillll)
TO BE LOCATED AS SHOWN NOTE: 14 REBAR STAKE "" � '
(24• LONG) VIII - SCH 40 PVC MALE ADAPTORS
ALL TUBING ENDS TO BE SECURED � 3/4• WASHED CRI.1SHED AGGREGATE
W/ PLASTIC STAKE AND COVERED _ � `E
WITH AN ARRROb'ED ✓'. ``1�'- at�iL�" 0-t'� VL►I-v� BRASS 90• STREET ELL ,
PRESSURE SUPPLY LINE FITTING NOTE:
-PRESSURE SUPPLY LINE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
VALVE
EMITTER DISTRIBUTION QUICK COUPLER VAI..I•VE PRESSURE REGULATOF� _ GATE VALVE
NOTE
I1 -
1. EOUI►M(NT 10 IE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR MAROSCAPING.
4 I��I -- I I��(=-1111 _ ( 2. ALL ABOVE GROUND ASSEMBLY SMALL RECEIVE (2) COATS OF RED PRIMER AND (1) COAT
- (AT(RIOR INAM L - COLOR AS SELECTED IT LAMOSCAPE ARCHITECT.
!illi=- lilyI(lll�� ;'�
_ I, WHEN UNIT IS NE1T 10 A STRUCTURE (ft. WALL. BUILDING. (TC.) MOUNT TEST COCKS ON
iv III� OPEN OR NON•STRUCTURE SIDE.
Iil CLEAN BACKFILL - SEE SPECS. FOR K LOW
,-•----•------•-•--.�--IAC F ►RfvENTOR ASSEMBLY
• , , 11" -- ! I 1 I li ;� _ !IIID
MATERIAL. 90% COMPACTION REQUIRED
GATE VALVE wRASS 1
" U�� ^•j1•`� S , �IRASS NIPPLE • TYPICAL (1) PLACES
� (� IRASS 90' ELL - TYPICAL (2) PLACES
+I I y 1 NON-PRESSURE LATERAL LINE: SCH. 40 Y
10 Ili 2 -_ SNAKE PIPE IN TRENCH -----------------/ BRASS NIPPLE
VALVE$ III 8 = I(Ij
BRASS UNION MOHEI SCREEN
_ CL7MMON WIRE II ;11 a THICK : 12' WIDE CONCRETE PAD
PRESSURE SUPPLY LINE: SCH. 40/CL.315 (LENGTH VARIES PER MANUFACTURER)
I IQ I ) „ 1 (' SNAKE PIPE IN TRENCH o_ 12• SLOPE TO DRAIN AT MINIMUM 2L
13 Q 9 _ ILII `." °=4 E -=111111 I FROM WATER SOURCE FINISH GRADE
CONTROL t -I I! I - I�'�Ihi � f� �;j;�l Oji _ -
p 1II�I� �� II I �� O I
WIRES I I -Y PROVIDE 2" OF CLEAN BACKFILL v 4(,'�%
CALSENSE I n ' 12' TYPICAL -
CONTROL WIRES - BUNDLE AND TAPE _ - I i { tl�p = /RAss NIPPLE • TYPtuL
Y • e ���II� '_ - - �IIIN BIIII ,; Illut: a (2) PLACES
1. BRASS ANGLE VALVE U:ITH UNION - SAIME SIZE AS RCV AT 15 O.C. AND INSTALL ADJACENT
I`y 2. PVC G'YE STRAINER {:LTH INTEGRAL BALL FLUSH VALVE AND DO�:N TO PRESSURE SUPPLY LINE _ jun -yo: COMPACTION - 12".l2'Al2' CONCRETE
�- WATDR FLOW IN STREAn PRESStiRE CUAC£. SALCO DYSFC - PLAN SIZED- INSTALL UNIT HORIZONTALLY
REpU(RED THRUST /LOCXS • TYPICAL
3. REMOTE CONTROL VALVE -RAIN BIRD PE SERIES - PLAN SIZED W/ PRESSURE REGULATOR _ - (2) PLACES
4. SCH. 80 CLOSE NIPPLE - SA.`tE SIZE AS RCV
S. MPT X SLIP. FITTING - SOLVENT WELD c -
6. SCH. 40 PVC S X S X T TEE
.. I .^ C '� -_arl SCVIC�AlIl2)MALE ADAPTORS
Q
M - P v 4� LINE TO SYSTEMS
(J O 7. PRESSURE SUPPLY LINE � r *
8. SCH. 80 PVC NIPPLE SAME SIZE AS RCV J `ice r
9. 6" THICK OF 3/4" WASHED CRUSHED ACCRECATE - PLACE BEFORE BOX r0 V
��MASTER � tFLOW (BACK-FL7W I �P?ESSURE II A 10. 3/4" OR 1" O.D. FLEXIBLE ALCAE RESISTANT HEAVY WALL PVC HOSE ✓
��// I WATER -- /RASS f0• ELL • TYPICAL
VALVE S NSi7R 9PREVENT'`R ryR=DUCING !� - 11. CONCRETE VA.LVE BOX AND LOCXINC COVER HARYED NOTE: � /5 � (2) ►LACES
E - ML-TER IRltIGAT10N CONTROL VALVE" CHRISTY 9 U SOX AND 936 LID C
VALVE 12. SOLENOID WIRES. PIC-TAIL EACH 36" LONG :rt
(,} �,� , *•'TA, II-ih �p (,-JiLX -}!9 �.! 13. COMMON BRICK 1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION.
TVP. ��0 2� , 0w � I� TSI
�� P 8L-.i"LOP*�L
BA KFL W PREVENTER
ELATION DRIP CONTROL VALVE TRENCHING C O
CONTROLLER INSTA _ _
�O�,t1 DSCAPE�R 1 n/ I
HAROSCAPING �� �QHER NFA, C4/1 V V IL'�ON
. < S S� ! .
N0. 1130 �Fz ; HENTZEN
iioi -1iii C_ cc
F G IIF_ -tri
Slgo 1,j. ' Landscape
P a t r a i e3
Architecture
Date 942 E. Chapman
.- . = 'IiIII
lgjf OF CAl1F��
Orange, CA 92666
SLIP BASE SOCKET OVER ENO OF WIRES i=,} ���
III 8 8-6 3 (714) 771-3185
STEP 1 2 -- ,. -
�-
STRIP WIRES APPROX. 5/8" FROM ENDS-TWIST TOGETHER
z CLEAN BACKFILL SEE SPECS. FOR
i MATERIAL, 90% COMPACTION REQUIRED
APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL I ij� <� --
CAVITY WITH SEALER �y • i, J �;Iir.1 N DESCRIPTION OF REVISION DATE
CITY
; __ _u,� _
SAND APPROVED.
STEP 2
•-e 1---�
llifi rr l- SII �jil
NON-PRESSURE LATERAL LINE SLEEVE CITY OF RANCHO CUCAMONGA
LPUT CRIMP SLEwE OVER WIRE ENDS-CRIMP SLEEVE C}----- ------------ 1 _ SIZE TWICE DIAMETER OF NON-PRESSURE
AND CUT OFF EXCESS WIRE LATERAL LINE
PULL BaSE SOCKET Ov_R ENO AS FAR AS POSSIBILE SALCO PC6• 2 EMITTER WITH ACCESS SLEEVE (OR EQUAL :
MFG.)N.T.S. s Ill T . _ CONTROL WIRE SLEEVE - SIZE PER Pt AN M I L L I K N AV E N U E
STEP 3 �� �.,, N - LNSTALL ADJACENT TO PRESSURE SUPPLY
INE
1 _ , SAI CO DAS 6 ACCESS SLFLVE I(III - S _--_ .:A,
PUSH SEALING PLUG INTO BASE SOCKET r _ 1M E[� I A N
PUSH WIRES TO END OF BASE SOCKET TO ASSURE 2 L6'WASHED AOGREGAI E LFAVF SPACE SETWFEN _ PRESSURE SUPPLY LINE SLEEVE - SIZE
COMPLETE SEALING OF CONNECTION LMfTTEnAHDTop OFAnonEOAlF DETAILS
TWICE DIAMETER OF PRESSURE SUPPLY
1. AL CESS St E F VE GAP.t•ABOVE FINISH GRADE. ` R D
STEP 4 . MPDIl1M GRIND SHRFDOED MULCH COVE R OVFn nIST 6" TYPICAL
LINE
-�' - - - - TCIBf-.S MAKIMIM.'111K.K --
RAIN9IR� SNAP-TITE WIRE COIINE�TOR C 11 -1-1
5 SALCOCT125DIS1nismoo.tuars"mEOCVl25OIJTLET
APPROVED BY: � � , � DATE' ��Z
CIIECK VALVE CAPS_ NOTE: CITY ENGINEER - - RC.E NO. 223`
4. 1F2•DU-SCH 60 PVC mrrn.LENGTTI AS NFFMD
7. SALCO
PC6-2W)t.11-011tLETEAMTTERWITH TORO •� 1. ALL SLEEVES TO BE SCH 40 PVC. DESIGN _ RE.0 MEND
\ 710 07 TI/nFADMD nisFR ADAPILPI. \
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
6. SALCO PCS C EMITTEn OUTLET CAP AS REOL11nED. -
6. MARLEX DOLE STREET ELLS BETWEEN LATERAL LINE AND
DRAWN SHEET
RISER.
OF_L_
N RIP EMITTER TY�'ICAL SLEEVING CHECKED DRAWING NO
WIRE CONNECTIO R.CE. NO
DATE FILE NO
SHEET NO. 37 OF - 4z-
MEYERS ,
MEUG-I-M-ZM ENCLOSURE
DRIP 1;N1ff'1'FR 'J•ABUL.ATION
• ELECTRIC METER
PLANT __-�__ __(ZUANTITY_ _ - - . .OUTLET'/PLAN'[ _ - , - TOTAI,.(�LJ'fE.FfS
COLOR CODED MAP FOR VALVE
• r LOCATION LNSiDE (PER. 5PEC'S. )
IS GAF.: 1'RF:E 27 4 108 rWswU 20oo C4VTRoLLlti
WALL MOUNT CONTROLLER -
• al?AvLorrOt 151=-!5O� .+d.Li CO!JG. GU12j 1�iaG' '�,. I 1� ,1 I MOUNT WITHIN ENCLOSURE.
- _ ►21�r� R�►-1 Gr�"*v_ sro�►t�, ��JS L_ _ _J 120 VOLT WIRE IN RICID STEEL
--------------------------- -- ----- ---------------------- --------------
i0 'rAL0tIfl.FTS 108 (N5-fA1A 0 I0-J 'fH6 pi9;,WV,/IIIG CciINFDVr�COWG,+ IZn1DlA.,
5- p �-� , G�. W toC 55T'(H{201 -� Cq.IG. CONDUIT (PER LOCAL CODE)
PQ
�- ON-OFF SWITCH AND 110 VOLT
SU313A��, GHizlratY 4f\/-I WITH II EXTERIOR OUTLET TO BE PROVIDED BY
TOTAL FS' INfATE. ) E;N11TTE:RS (OLITI.E:
IRRIGATION LEGEND
IRRIGATION NOTESPLANT LIST
_ _
'1"f-•H� s`t�� 15 d 1�1�"1'"iG, ,°� ��, �/,��/'�.�, �G, � �' � �. �- '� � � � 7REES
S �'
. , , _ PLANTING NOTES I
a. -- iIUP� f�*:,.I-o Deo
Gt`�T7flN OI`u-�' `}D iNS (N t`� > • WEED CONTROL Dt'f� -L �T�►Ur'f iG� 11 20 mid
64? 4a•U, X12 D�-ri-lo �l� l .t •t�
P�P�r�I�-r �>�, �I u.l /�r1D �to,�l l.�r ,�•Ll- �. r'I�...II� Gv'-i-lv,p-����s
I�WT7dN E4� orMd �rizzlU��u-
w vs -
M I
POD f71of� � VMS+1p MTS. flr41S � °I I ,
�P�T'tt�} i✓1!�i✓1 i l� k . ` w � Pd� fes• A
SAI CO RFrs) Pc�-z TWO OF THF:G OUTLFT DRIP EMITTER WITH RA RAS, g F17-
12S"T RISER ADAF''i'f;R � �� N� '�I0IT�0 '� SL0�S crR°`aNp6°`�-�z SHRUBS
MUGF-I' � f��f�I�, �S � f t-� `' -i�l� �i-r�cTot�.�I�!-�u,cx-1->� �vu.r�.11►•i�, ��
�I 'r✓1� t�i SAIJCO��lF4a� S) PC6-2 ONF.OF'i'Hf:6Ol1Ti_F,T DRIP EMiTTERITH RA - - - - -
I.
��� kl l.L p- +Jto, /s{.t� icl�il.� W> DS ____ _. - "r#ZD�i�-�E �.Lim
� CG D- > 1&T-.,RISF`R ADAr TER I � W
300.Rs, &o4� v�.L� �/ Imo! 5 wzlg� &a-'w � �
-• 3 w , 4 izvw � "LY G I� �o � > I ��1, , AT O,� I yoS �10.e.
Pr � WI��L-LY i � 7 I I ' �J iM � R A I N f3 I R D PE Ny�LO�iO R 5 Imo' l�V bt�f'' R1✓P +D� `Jf PS Dd�D 3
(r+ ' .� HARDIE NORMALLY N OPFN MAS'I4 E:-.R VALVE LiNF SIZF'. 5 Q�T DiZ I�'�DRO�y`�� fj�OII�G7D��-
Z I
-�.�p . otz�I�v�oo >✓�MI�cmo�l. coRPLTaci�IaIL P � ,,`; -> -��.11Cd�}T U �—
� I � ►' `i �' �`-�' �o� G'� ECi� CSI �G CALSE:NSE 2000- 12 AUTOMATIC CONTROLLER IN MEYF,RS MF.tJ(�l-
NMASTFR 24 PC ENCLOSURE W/RAIOF + ��IUD� arl�
. Ij ' '-aPERAIANFNT O�
REMOTE CONTROL DkPITAL AND " � ��MPPTP��IL�r1Y I+�rfN F.t61�IT °.�,
G Y Z ►J �'��/�'� I� TELEPHONE C'ABI,F STUI30U'1'S FOR TtJTURF. • SOIL TEST
�'' '�I iI I I V `� �S I i�/! i�l���� IBJ N� ��/'��i'�i �xs� �" �'(�fL D�-L�IIi P�I'1� £�'� 1►� Rj`C-� � PRI pl.� H15FI I9 T-f .
-�•��
� U
k o�
�CoI
U-
T��
�I
'gp�R�LDATAiNDtSTRIAL 22 P yy L1NFSiZEFL LOW
�tT�r � ¢ � U A
U LYA
RAFNBIRD 33U LRC QUICK COUPLER 1500.0. MAX. SPACING
•�
I O,
G
I
D•P�.
1
I> P;lf A t4t5Hr_Vf_ vP fi CA. p4isoc.
RSI/ .G���' �oli TIMI l�✓I I V�� EEFICO 825Y-BV I�r REDUCED PRESSURE VAC'KI�LOW PREVEN'MR oP �I7ICU LTU�1- l-�P� ToPI>:� ►41-aI core-b -v I
�.�i �� I yr �I( (SE'F: NOTE ON PLAN) -(l•4f- GI-r(
,ill i • SOIL PREPARATION
WILKiNS 500 SF,RiFS �,y PRFSSURE REGULATOR G%
rr' Is m f -� Iii rT�' G�=i-�- I r cry T-a -rc u oil►�� I� o,�l, � lin PuR o►��-t' fl- �T v. r✓. o, .
Pt�b /s LIQ F Mogi f=1�D AS
�11L�IZ� t-jiM,� �.� � �p� p ,��-�, �II - • � U. W ER I�iETER BY DF,VfLo�f:R. - .� �.�t,-r� � � salt✓-�� � '
PVC SCH. 40 MAINLINE MIN. 18"•DEF,P (SIZE IS NOTFU ON PiAN) I. ro U 0 049vv FZ TOLJ�I ;'",' � � I V� i
4l'►•T --� 6 � L � :4v a 5!�+ �s, - >`�, f44�t�r-- Ur4IfE2F-ML-( A�4o -TT40 H LY Forlrru
0*--T-- PVC SCH. 200 LAT .RAL MIN. 12" D TF.P (SIZE I$ NOT :D ON PLAN)
(s I�� ��� I9rp } c L-� �t il♦J o� I►��s� �
L � � 1- DT
L � �r�, ; � .
PVC SCH. 40 WIRE AND PiPE�;LE,EVE d
C� GU. ern .
! I I ,., �� ::.; • ;< t �LIT- f> �y6t�<G �. JLA 4 I�' Lkz I I I,.11 L�' 411 I
�' . . � pr�til-i- oR
�.�►'�-�?�-�-
P5Poi`�GIL hY TO aMd Vt5 IN �Lx-'> T fel L 4► M �6 I'T �" �� - .. , . ._ Vv W�6. �i�c,+a�-rum G,��ut✓i . I �o,l� o-� p, �, I �11v� �IOG.
�U � C ?�Ii`F7' o�'Gor;•NoN �nnd 7C
°i
HP7 F::'1' 7Hf--- G I TY '
--GPM G •PATS �� "/oW I-1 F_ oO�It�/W��1
i �� a`I 0 VM0
0� FSId f� N1r° !M�'k.1 IIi SUI FMui M . (.Q-.,r�-��!-� v f'1'�lau � 14=
D� ovo•,
• TOP DRESSING
AU- sEt F-Ue, 400 c�Rol-Irlcx-o,�� s -ra 1
-i-oP PROssvv W 04 4" LP of O tt` t'fU N
PRESSURE CALCULATIONS
II .
WATER MF.TFR Jl _ - ------- SIZE
---lw-------
ELEVATION 1 i@ P.0,C.
ROCKSCAPE
i' CONTROL VALVE, P0.r-1vwq ft SiZE I'wl
f�t�Tlt`IrrIDV �hfA'#'Ift� MAXIMUM DEMAND 3!>,rf -- G.P.M. ---
.�
EL `o\vkDSCAPELEVATION (I,E141-��4�P4) ---------------
.� y� �� De HER y
jQAP AP-1 �?lrlL6 ��ptIr�n PRESSURE ,fid-' fig ----- � -- P.s.r. w �� NO. 1730
*~-•�4'I"N ot,t�'tr.J I' r(IX'1'JR4i 1p� 5 5 % SiZE"✓ ITEM P.s.l.
WILSON
IA -�l�D� WATER METER3 --
il * SI nature
HENTZEN
R.P. 113AC'KFL01t' DEVI( F, Date
211
go
rATf
II _ _vv GATE: VALVE 5 OF CAI� Landsca
0096 ,4 CQ Pe
aArccture
I1�L MAST FR VALVE, ;,9j P a t r a I C
942hit
Orange, CA 92666
88- 63 (714) 771-3185
�!� L[_..-,Y�p MAiN LINT LOSS �Qe�
rl3y.'5GPM REMOTF CON'iROI.VALVE Lq
LATERAL, LINE �,J DESCRIPTION OF REVISION DATE APPROVED.
.
r FITTINGS LOSS (10%) �,¢ CITY OF RANCHO CUCAMONGA
-
645�4-4rcp_ .E .b _ FLEVATION CHANGE
TOTAL.SYSTEM MILLIKEN A
PRF,SSURE RE.QUiRF.1� AT HEAD: ., I6
�1 G
- MEDIAN IRRIG./PLANTIN
TOTAL,PRESSURE REQUIRED: ��
lel .. NOTES/LEGEND
�J� -T �I-4 �M7 I � � O I�t-fP "I STATIC PRESSURE AVAILABLE ��g
�f I–� I J - '
REG. PRESSURE AVAILABLE•, (PRE-SET) _ D W�J1
APPROVED BY: DATE:
A/f:fifi► wt CITY ENGINEER R.C.E. NO. 4239_7
I
RESIDUAL WATER PRESSURE: . , � �I
DESIGN RECOMMEND
DRAWN SHEET
_. ._ OF
CHECKED DRAWING NO
R.C E NO
DATE FILE NO
1.
SHEET NO. OF 42,_
r
o
-r = 0o DRIP IRRIGATION BLOW UP .
rM
T9 0 L`�
��E��'✓o J'2E
4D 419
- o �AI+-11311 3��� f�-rA I��t�� ���� �l.ot, ! �✓���+2 - I%z
ARA �{p�+-u�l�-- 4 PeO vt 1�> I ��n 0-�r
141,
�, �/ Qr''>;s�1r 1���o� _ /y �p1•�o �!� l /� IIrT'1t �i�
/ p, l�Dli I I aI 5lS-8
In
5►l�tit�
.0f:j
MULCHI
� t �
otJ
G'{�!'tGi Go►�, alt-mal-1 ��
'SNAP-TITS` y81 �'�}}��'I -ti-If�t+•-� 1�i0 Gi'-I��
ELECTRICAL
CONNECTORS I'IA 5 L
FINISH GRADE
COMMON WIRE SENSOR
' CONTROL
VALVE CONTROL WIRE BURY WITHIN _ _ _ .+r� ple� ?o- o
ROOT SYSTEM `- — -= ` E—
\ ANY LENGTH
14 AWG WIRE tpnor, 'r Vr
TO SENSOR
IrI�t;
Y
����N�rTi -�J�+�� �v�� ter- I� .
MOISTURE SENSOR y NOSE,
( 7 �QHER Me
f�,pCy
N0. 1130 s
►, - r e �o-deo WILSON
MaL oHPJ g t A HENTZFN
0 ��FOa Landscape
r a I C Architecture
942 E. Chapman
88-63 Orange, CA 92666
O
—6 3 (714) 771-3185
DESCRIPTION OF REVISION DATE CITY
� APPROVED.
CITY OF RANCHO CUCAMONGA
1wro MILLIKEN AVENUE
fLP4-4- \415��J MEDIAN
R G D C I I
`. . - APPROVED BY: DATE: s
CITY ENGINEER = R.C.E. NO. 2232f
DESIGN - RECOMMENDED
DRAWN SHEET IIhh
S OF
CHECKED DRAWING NO
R.0 E. NO
DATE FILE NO
SHEET NO . 14o OF y- _
a. Gate Valves
ENERAL CONDITIONS H. DIAGRAMMATIC DESIGN b. The routing of the sprinkler main lines.
3. Fittings for emitter systems shall he standard PVC schedule 40
g solvent-weld fittings. 1/2-inch fittings will require use of 1/2-
["his design is diagrammatic . All pipe , valves , etc . shown within paved areas
C. Corrections to the existin waterlines .
d. The routing of the control wiring. inch x 3/8-inch S x S bushings solvent-welded into tubing. Use
1 CONTRACT DOCUMENTS .ire for design clarification only and shall be installed in planting areas e. Sprinkler control valves. Salco 795 PVC flex hose solvent cement when solvent-welding
Shall consist of specifications and its general cond ;[ Ems gni file drawings. e.
��tiere possible. Never install backflow preventers in lawn areas always Y ill bkfls in shrub f. Quick coupling valves. emitter tubing to PVC slip socket fitting.
.
The into-nt of these documents is to include all labor , materials , and services ireas . g. Backflow device.
necessary for the proper execution of the work. The documents are to be 4. Flush Plugs: Shall be assembled by the Contractor in the manner
considered as one and whatever is called for by any part shall be as binding as 1. INSTALLATION B. REQUIRED NOTATIONS and of the materials as shown on the Drawings.
if called for by all parts . All irrigation materials shall be installed in accordance with the techniques 2. The drawingshall show approved
and specifications se[ forth by each respective manufacturer. All pertinent atalogsubstitutions of sizes , materials and 5. Provide drip valve, basket strainer and pressure regulator for
descriptive literature isued by these manufacturers be part of [hese manufacturers name and catalog number. p g
2. VERIFICATION each drip system. Refer to Drawings for size and
�•-� �
g type required.
specifications after having been approved by the authorized
The contractor shall verify measurements on the drawings before beginning work. (' C. DELIVERY OF DRAWINGS OF RECORD EXECUTION
In case of error or discrepancy in the drawings or specifications or in work of representative. Such installation practices_ shall be followed only if the
}Y�y directions of the irrigation drawings and specifications do not thoroughly and _ or before the date of final inspection, the Contractor shall deliver the
others affecting his work , he shall notify the representative corrected and complete blacklines to the crl�
immediately. The Contractor shall be held responsible for any damage or loss completely order the methods or techniques to be followed. Install all �la H�A� Y Delivery of A. Emitter Installation and Operation:
s will not relieve the Contractor of the responsibility of furnishing
equipment and materials as shown in details . required information that may be omitted from the print~ .
due to his failure to observe these instructions . 1. Prior to start of construction, the Contractor shall contact Salco
3. MATERIALS, MACHINERY, EMPLOYEES J. SITE. PROBLEMS VI. CLEAN-UP
Products 4463 West Rosecrans Avenue Hawthorne California
The irrigation contractor shall not willfully install the sprinkler system as A. SCOPE AND FREQUENCY J Phone (213) 973-2400 for installation and operation instructions.
Except as otherwise noted the Contractor shall provide and pay for all indicated on drawings when it is obvious in the field that there are unknown Pay all costs involved for this service.
materials , labor , tools , and other items necessary and incidental to completion After all installation operations have been com
of his work, obstructions , grade differences , and/or discrepancies in the area dimensions plet� d remove all [rash , excess
until such conditions are brought to the attention of the Landscape Architect/6.+r soil and rubbish from the property. All scars , ruts or other marks in the area 2. Emitters shall he installed in emitter tubing after the emitter
caused by this work shall be repaired and the ground left in a neat and orderly tubing has been punched with the proper size emitter tubing
4. SURVEYS, PERMITS, REGULATIONS III MATERIALS condition, throughout the site. 'i'ne Contractor ,h.il ► pick up alt trash punch. Use Salco HP-125 plier type hose punch.
The Owner shall furnish an adequate survey of the property. The Contractor resulting from this work no less than each Friday g
shall obtain and pay all permits and comply with all laws and ordinances Irrigation materials and equipment shall be of type , size and location as noted g y before shall
the site once
g P and indicated on the drawings . Unless permission to change is granted from the a week and or the last working day each week. All trash shall be removed 3. Flush all emitter tubing and PVC lateral lines prior to installation
bearing on the operation or conduct of the work as drawn and specified. If the
Landscape Architect or Ll-� Representative , materials are to be new and in completely from the site. of emitters. Reflush lines after installation of emitters.
Contractor observes that a variance exists therewith he shall promptly notify Y
the .IJ-(y -, representative in writing , and any necessary changes shall be perfect condition. No deviations from the specifications shall be allowed . The VII. GUARANTEE
adjusted as provided in the contract for changes in the work. decision of the Landscape Architect shall be final in the determination of the A. SCOPE 4. Refer to installation details for additional information.
• quality of materials .
The entire irrigation system shall be guaranteed by the Contractor as to B. Site Observation Schedule:
5. PROTECTION OF WORK, PROPERTY AND PERSON
The Contractor shall adequately protect the work , adjacent property, and the IV INSTALLATION material and workmanship, including settling of backfilled areas below grade
A. EXCAVATION for a period of one ( 1 ) year following the date of final acceptance of the 1. The Contractor shall he responsible for notifying the ,�rfy
public , and shall be responsible for any damage or injury due to his act.
1 . The Contractor shall verify exact locations of all existing subsurface work. If within one year from the date of Completion, settling occurs , and 104f , in advance for the following
6.- CHANGES IN THE WORK utilities (mechanical and electrical) prior to excavation. Any A.C. paving adjustments in pipes , valves , and sprinkler heads , sod or paving is necessary observation meetings, according to the time indicated:
[o bring system sod or paving to the proper concrete work etc . destroyed or damaged by any work under this contract shall � g p p r level of the permanent grades , the
The Owner may order changes in the work. The contract sum being adjusted p P p Contractor, as part of the work under this contract shall make all adjustments a. Emitter system installation - 48 hours.
be repaired or replaced be the Contractor 's expense. without extra cost to the Owner, including the complete restoration of all
accordingly. All such orders and adjustments plus claims by the Contractor for 2• Trenches for pipe shall be cut to required grade line at a [rue gradient to
extras mus[ be made in writing before executing the work involved. provide uniform support for the full length of pipe. g improvements of any kinddamaged planting, paving or other im PLANTING SPECIFICATIONS
The Contractor shall re-execute any work that fails to conform to the
. /
7. CORRECTION OF WORK 3. Depth of trenches shall be sufficient to provide a minimum cover above the top B. RESPONSIBILITY P
of the pipe as noted on the drawings. Should I. SCOPE any operational difficulties in connection with the irrigation system E O F WORK
1
requirements of the contract and shall remedy defects due to faulty materials B. JOINING PIPE develop within the specified guarantee period which is in the opinion of the GI1}' A. Furnish all labor , materials , and equipment necessary to provide and install
or workmanship upon written notice from the project manager for a period of Landscape Architect due to inferior material and/or workmanship, said / plant material as shown on the drawings or as specified herein.
ninety days (90) from date of completion of the contract . The irri anon s stem 1. The Contractor is responsible to be familiar with the methods of assembling ,
g y joining, and installing the various type of pipe to be used. He will adhere in difficulties shall be immediately correct d by the Contractor co the B. Work included in this Section - (Items included but not limited to).
shall carry a one year guarantee. The above paragraph applies to the work of P satisfaction of the Landsca a Architec altyno additional cost to the Owner, 1. Grade , including mounding, molding and shaping surfaces of all planting
subcontractors as well as employees of the Contractor. strict accordance with the manufacturer 's recommended procedures .
p p piping shall including any and all other damage caused by such defects . areas as indicated including the removal of existing vegetation unless
2. No PVC i e shall be threaded and all transition from PVC [o metal
other wise specified.
8. LANDSCAPE COORDINATORS STATUS be by PVC male thread adaptor fitting. C. INSTRUCTION 2. Prepare and till soil in planting areas including furnishing of all soil
The landscape coordinator acts as the authorized representative of the GJY After the system has been completed and the connections made the Contractor amendments as specified.
in conjunction with the project manager, and has the authorityto acre C• BACKFLOW PREVENTER
3 Pt or I. The backflow prevention device specified herein shall be verified with Local shall instruct the e,!iy or his representative in the operations and 3. Furnish and plant all plant materials as indicated by the drawings and
reject materials or workmanship and to make minor changes in work not involving Plumbing and Health Codes. In the even[ a any conflict ve the device or maintenance of the system. specifications.
extra cost. He will also interpret the meaning of the contract documents and
may stop the work if necessary to insure its proper execution. installation methods the Landscape Architect shall be notified PRIOR TO BID 4. Perform all pruning rrt-� OvT"' lI4 C4f• Go►�SLI-It,
OPENING.
D. TEMPORARY REPAIRS 5. Stake and tie all plant material as specified.
9. CLARIFICATION OF DRAWINGS BEFORE BIDDING
The Owner reserves the right to make temporary repairs as necessary to keep the 6. Provide for the maintenance of the planting until acceptance of the job by
D. TESTS irrigation system equipment in operating condition. The exercise of this right the Landscape Arch itect/%i1Y
After reviewing the drawings thoroughly it is the Contractor 's responsibility by the Owner shall not relieve the Contractor of his responsibility under the 7. Dispose of all debris and surplus materials.
to clarify with Landscape Architect or G;� !�= Representative an questions the 1. All main lines and lateral lines which have glued joints under paving in the p y
Y q system shall be capped and pressure tested at 125 psi . terms of the guarantee as herein specified. 8. Clean-up
Contractor may have regarding the method of construction , quantities , or -2- Pressure shall be sustained in the lines for not less than hours. If leaks /III. CONTROLLER CHARTS
9. Guarantee
quality of materials indicated or called out. If the Contractor cannot contact 10. Maintenance
+ develop the joints shall be replaced and the test rated til the' ti
the Landscape Architect or �; , •{'S Representative , the Contractor mus[ qualify repeated unentire 1. As-built drawings shall he approved by the City
his bid or accept the interpretation of the Landscape Architect or the system is watertight . before controller charts are prepared. II. VERIFICATION OF SITE CONDITIONS
Representative on the questionable areas as they develop during construction. 3. Tests shall be observed and approved by f915' Gltty v�ti�E�fo� prior to A. EXCAVATION
1 backfill . 2. Provide one controller chart for each controller The Contractor shall verify exact locations of all existing 10. SAMPLES 4. When the irrigation system is completed (and before planting is begun) the g sub-surface
The Landscape Architect reserves the right to take and analyze samples of Contractor in the presence of theG�ty �A1�lQ�l�ofZ shall test the supplied. utilities (mechanical and electrical ) prior to excavation. Any utilities , A.C.
coverage of water afforded the lawn and planting areas as complete and paving ,, concrete work, etc . , destroyed or damaged by any work under this
materials for conformityto specifications at an time . The Contractor shall
s Pecy adequate. The contractor shall furnish all materials and 3. The chart shall show the area controlled by the contract shall be repaired or replaced at the Contractors expense.
furnish samples upon request b the Landscape Architect. Rejected material q perform all work
P P q Y P j automatic controller and shall he the maximum size
shall be immediate) removed from the site and replaced at Contractor expense. required to correct any inadequacies of coverage disclosed.
Y P P which the controller door will allow. B. SUB-SURFACE DRAINAGE OR SOIL CONDITIONS
The cos[ of testing materials not meeting specifications shall be paid by the 5. The Contractor shall inform the GltiflNyfr�v- , of any deviation from Should sub-surface drainage or soil conditions be encountered which would be
g
Contractor. the plan required by wind, planting, soil or site conditions that bear on 4. The chart is to be a reduced drawing of the actual detrimental to growth or surviv i ,of plant material , the Contractor shall
g
present coverage. as-built system. However, in the event the notify the Landscape Architect'-in writing , stating the conditions and
11. PRE-CONSTRUCTION CONFERENCE controller sequence is not legible when the drawing submitting a proposal covering c �t of correction. If the Contractor fails to
Schedule a pre-construction meeting with the Landscape Architect at least 7 F_, CLOSING IN UNINSPECTED WORK is reduced, it shall be enlarged to a size that will be notify the Landscape Architect� 0 such conditions , he shall be responsible for
days before beginning work. The purpose of this conference is to review any I. The Contractor shall not allow or cause any of his work to be covered or readable when reduced. plant material under the guarantee clause of the specifications.
questions the Contractor may have regarding the work administrative procedures enclosed until it has been inspected, tested and approved by an authorized
during construction and project work schedule. representative of the (�)ft1 . • Should any of his work be enclosed or covered 5• The chart shall be a blackline or blueline ozalid C. DIMENSIONS
before such inspection and test he shall uncover the work at his own expense print and a different color shall be used to indicate All scaled dimensions are approximate. Before proceeding with any work, the
RRIGATION SPECIFICATIONS and after it has been inspected, tested , and approved shall make all repairs the area of coverage for each station. Contractor shall carefully check and verify all i nsions and quantities , and
with like materials necessary to restore all his work and that of other shall immediately inform the Landscape Architec iT any discrepancy between the
SCOPE OF WORK
Contractors to its original condition. 6.• When completed and approved, the chart shall he information on the drawings and actual conditions , refraining from doing any
hermetically sealed between two pieces of plastic, work in said areas until given approval to do so by the Landscape Architect/eOY,
'rhe Contractor shall provide all labor, tools , machinery , and processes f BACKFILLING each piece being a minimum of ao mils, thick. III. MATERIALS
necessary to install a complete irrigation system as shown on the plans and/or I. Backfill shall not be placed until the in Called sprinkler system has been 7 These Charts shall he completed and approved prior to A. SOIL AMENDMENTS
specified herein. When completed the irrigation system shall be a 100% coverage inspected and approved by the 64vt 1AI#r9P']rd>Z'
system in a total functioning manner. 2. Trenches shall be backfilled with a minimum of 4" of fine, granular materials final inspection of the irrigation system. 1. All soil amendment types and quan les shall be per soils report.
II GENERAL REQUIREMENTS to protect the pipe from the clods or rocks , the remaining excavated dirt can <t o DSCAPE
be used as backfill. The Contractor shall not place detrimental subsoil in the IX. � OPERATION ANIS MAINTENANCE MANUALS ��
A. VERIFICATION OF DIMENSION top 6" of backfill. (\PNER Hf
All scaled dimensions are approximate. Before proceeding with any work , the 3. If settlement occurs and adjustments in pipes , valves , sprinkler heads or sod ��51 �'tr �A
Contractor shall carefully check and verify all dimensions . Spacing of are necessary to bring the system to proper working order , the Contractor shall 1. Prepare and deliver to the City prior to acceptance NO. 1730 WILSON
irrigation heads , location of valves and vacuum breakers , and proposed P.O.C. as a of improvements (start of 1 year maintenance period)
9
p P part of the work under this contract make all the necessary adjustments Y P )
shall be as indicated on the drawings. Any deviation from the plans must have without extra cost to the Owner. two hard cover binders with three rings containing the
*
the approval of the Representative or the Landscape Architect . following information: HENTZEN
* Signature -
co. AUTOMATIC CONTROLLER AND VALVES �_ o
B. VERIFICATION OF FINHSH GRADE I. A 120 volt electrical power outlet to the controller shall be provided by 644WAL a. Index sheet stating Contractor's address and Date �.
The Contractor shall
inspect the site and check all finish telephone number, list of equipment with 'rl
p grades within the 60D)TiZA OP. The irrigation Contractor shall be responsible for making the hook-up �jEOFC Landscape
work area in order to insure the proper soil coverage (as specified) of from the outlet to the controller. name and address of local manufacturer's r a j C Architecture
irrigation system pipes. 2. All wire from the controller to electric control valves shall be solid copper representatives. 942 E. Chapman
U.F. +14-600 volt direct burial . Use white wire for common, blue for lawn Q Q Orange, CA 92666
C. WATER SUPPLY systems , black for shrub systems and red for b• Catalog and parts sheets on every- type of VV- 63
Y L,A1fjFiA1�9�/ control wire install in (714) 771-3185
The Contractor shall verify and be familiar with the source of water supply to common trench with main line pipe where material and equipment installed.
p p possible. Provide minimum 18" cover.
the irrigation system as indicated on the drawings and verify available water 3. Wire connections shall be made with 101 A '' rtfW wire connector sealing packs
pressure. If pressure is less than what has been designed with , the Contractor #13576 or equal . 1 o�lG Jalp� ���, O1•A��Glk ip $PA►-�V1M't WV-""A utt C. Guarantee statement.
is to notify the (� �;S Representative or the Landscape Architect. 4. There shall be a control wire from each control valve running to the controller d, Complete operating and maintenance instruction
and each control valve shall be connected to the common ground. CITY
D. PERMITS AND FEES 5. All electrical work shall comply with applicable codes . on all major equipment. DESCRIPTION OF REVISION DATE APPROVED.
The Contractor shall apply and pay for all necessary permits and fees required 6. Install all valves per details. I PRODUCTS
in the pursuit of his work as required by the governing codes . N , motto.' ,6 060470PCITY OF RANCHO CUCAMONGA
E. CARE OF EXISTING BUILDINGS AND SITE 1 . All installations and wiring is to be Tit' �faPo�7yl4�ltl��(Zf /� �' Gp(y���tXiEQ�tZGg� X16. A. Trickle Drip Emitters and Emitter 'Tubing:
The Contractor shall be held responsible for the care and preservation of all ' ' MILLIKEN Aexisting buildings and structures on the property and adjacent premises and V. DRAWING�Or RECORD CAS BUILTS 1• Emitter body shall he manufactured of high impact-
contiguous property. Any part of [hem injured , damaged or disturbed because of resistant polypropylene with an inlet barb. Flow shall be
his work shall be repaired , replaced or cleaned by him at his expense . The Contractor shall provide and keep up to date in accordance with Section regulated through silicone diaphragm. The emitter shall MEDIAN
"Projects Records", a complete set of record "as built" black line ozalid pressure compensate for rated flaw + 10% over a pressure
F. REVIEW OF DRAWINGS prints which shall be corrected daily and show every change from the original variant of 10 to 45 psi. It shall automatically flush.
I E
It is the Contractor ' s responsibility to review irrigation drawings and note drawings and specifications and the exact "as built" locations , sizes and types Emitters shall be similar to those manufactured by Salco
of equipment . Prints for this purpose may be obtained from the tP►�a This set Products, Inc., 4463 West Rosecrans Avenue, Hawthorne, II
any areas he believes additional heads or valves are required prior toR (;DC
submitting a bid. If no changes are submitted, the Contractor is responsible of drawings shall be kept on the site and shall be used only as 141riord sec . California, Phone (213) 973-2400. Refer to irrigation APPROVED BY: c
for full coverage of the irrigation system and providing additional equipment 0 if
These drawings shall also serve as work progress sheets and the Contractor Drawings for emitter size and type. DATE 5,"71
shall make neat and legible notations thereon daily , �v .2.2391
• as necessary a[ the Contractor 's expense. gl y , as the work proceeds , CITY ENGINEER R.C.E.2. Tubing for emitter systems shall he extruded from >=/,a✓XI�� �G
showing the work as actually installed. These drawings shall be available at DESIGN RECO END
G. GOVERNING REGULATION all times for inspection and shall be kept in a location designated by the I . compound The 1/2-inch
All local , municipal and state laws , rules and regulations governing or Landscape Arch itectubing shall have an I.D. 'of .59 inches ancl• O.D. of .680 inches. The _
relating to any portion of this work are hereby incorporated into and made a 3/4-inch tubing shall have an I.D. of .90 inches and an O.D. of 1.05 DRAWN
par[ of these specifications , and their provisions shall be carried out by the A• GENERAL inches. Tubing shall he Salco No. A/R PVC algae-resistant PVC SHEET
irrigation contractor. I. The Contractor shall dimension from two (2) permanent points of reference.
flex hose. G' OF
building corners , sidewalk or road intersections , etc . the location of the CHECKED DRAWING NO
RCE NO
following items . DATE 1339-
FILE NO
SHEET NO. OF 4a
B. TOP SOIL B. PLANTING TIME B. RESPONSIBILITY
1. Topsoil shall consist of a fertile, friable natural loam, of uniform quality, No planting shall take lace during extremely hot , dry , windy or freezing The Contractor shall be held responsible for the care and
P g p p preservation of all
free from subsoil , hard clods , stiff clay , hard pan, sods , partially weather, existing buildings and structures on the property and adjacent premises. Any
disintegrated debris , or any other undesirable materials . part of them injured damaged or disturbed because of his work shall be
2. Topsoil shall not contain obnoxious weeds such as morning 1
P g g ory , sate 1 , C. LOCATIONS
repaired , replaced or cleaned by him at his expense.
oxalis , spurge , annual poa , nut grass or bermuda grass.
Relative position of all plants and trees is subject to approval of the Llt'(/ GUARANTEE
5
C. PLANT MATERIALS Landscape Architect , and they shall , if necessary , be relocated at his
direction, as part of this Contract . A. SHRUBS
1 . Plant names used in the Plan[ List conform to "Standardized Plant Names" by All shrubs shall be guaranteed as to growth and health for a period
American Joint Committee of Horticultural Nomenclature except in cases not D. DISTRIBUTION after s^
completion of the ps-4f;&A maintenance
P � period and/or final acceptance
covered therein. In these instances the established custom of the nursery trade No more plants shall be distributed about the landscape area than can be by the GITf ISO DAY
is followed. planted and watered on the same day.
2. Plants shall be sound , healthy , vigorous , free from disease, insect pests or B. TREES
their eggs and shall have healthy , normal root systems , well filling their E. CONTAINER REMOVAL Trees shall be guaranteed to live and grow in acceptable upright position for
containers , but not to the point of being root bound. Plant containers shall be removed when planting the plants . Cans shall be split 12 months after the specified maintenance period and/or final acceptance by the
3. Plants shall not be pruned prior to delivery except as authorized by the on both sides . An axe or spade shall not be used. All containers shall be Gl-r( The GI'T`>( must provide adequate maintenance to insure the extended
Landscape Architect/. YIn no case shall trees be topped before delivery. removed from clic site. guarantee on trees.
4. All plant material shall be subject to approval of size , health , quality,
character , etc . , by the Landscape Architect,/44y. F. PLANTING PITS C. DEFINITION OF DEATH
5. The height and spread of all plant material shall be measured with branches in All trees and shrub pits shall have a diameter of at least twice the diameter Plants which die or lose more than 30% of their original leaves shall be
their normal position. of the root ball . Pit depths shall be minimum 12" deeper than the root ball for replaced.
6. The caliper of the trees shall be measured 4 above the surface of the ground . trees and shrubs or as per planting details .
7. Where caliper or other dimensions of any plant materials are omitted from the D. REPLACEMENT
plant list , it shall be understood that these plant materials shall be normal G. PLACING The Contractor, within seven (7) days of written notification by the GIT,1
stock for type listed. Plants shall be laced and held during backfill in an upright osition in the shall remove and replace all guaranteed plant materials which for an reason
8. Plant material shall be symmetrical , typical for variety and species , and shall P gP P g P Y '
conform to measurements specified in the plant list . center of the pit . Plants shall be held at , or slightly above nursery level . fail to meet the requirements of this guarantee. Replacement shall be made with
9. Plant material larger than those specified nthe ma be supplied if complyingin all The earth ball shall be kept intact . Any exposed roots shall be spread. Injured plant materials as indicated or specified for the first planting, and all such
gY pp roots shall be pruned . replacement materials shall be guaranteed as specified for the original
other respects and at no additional cost to the Owner , upon approval of the guarantee material. -
Landscape Architect/ GIiY H. BACKFILL
10. All plant materials must have been previously inspected at the nursery by theMAINTENANCE
County Horticultural Department , and shall be subject to acceptance as to Plant pit backfilling soil shall consist of 1 part nitrogen stabilized sawdust
2 parts topsoil . Materials shall be thoroughly mixed before placement . In A. SCOPE
quality by the Landscape Architect 41ir, addition to backfill commercial fertilizer 20-15-5 4,{P" -'-V51�21 gram tablets After all work indicated on the drawings or herein specified has been
11 . Substitutions will be permitted only as indicated , or if proof is submitted shall be added to plant pits at the following rates . S�% f �tA-1L completed , inspected, and approved by the GIT`( or his representative, the
that any plant specified is not available, a proposal will be considered for Contractor shall maintain all planted areas by means of continuous watering,
the use of the nearest equivalent size or variety with an equitable adjustment -3 Tablet per 1 gallon plant weeding, rolling, mowing , reseeding, edging and/or any other operations
of the contract price. 3 4_ Tablets per 5 gallon plant necessary for their care and upkeep for a period of not less than C*JP- HUNr7Fq�V I_IOfJ-ry((80)
12. Quantities shown on the call outs on the Planting Plan are for the convenience G c, Tablets per 15 gallon plant days . At the end of the maintenance period, all plant materials shall be in
of the Contractor only. Quantities drawn on the plan (whether by circles or j0 Tablet per 1/2" calliper tree trunk for specimen plants larger than 15 healthy, growing condition. Y
dots ) , are the final authority and shall be furnished and installed as drawn. gallon
_ ATERIALSL{GA See ground cover areas IX-D B. WEED CONTROL
(NoT AQp �31�� All planted areas shall be kept free of debris and shall be weeded at not
1 . Seed shal n, fresh , ne o ed and sha a mixture as noted on I. WATERING than ten ( 10) day intervals. Areas that do not have a pre-emergent weed kil' 2r
the Planting Plan. When the pit has been backfilled to three quarters of its depth , water shall be shall also be cultivated at not more than ten ( 10) days intervals.
2. Seed shall be mixed b r andhed with the dealer's guaranteed poured about the roots. Air pockets shall be eliminated and backfill continued
statement osition and percentage of puri h shall be furnished to until the backfill is brought to the grade level . C. FERTILIZIN G
andscape Architect . All planted areas shall receive a fertilizer application as per soils report
E. STAKES J. COMPACTING every 30 days following the beginning of maintenance. Water in thoroughly after
1. All stakes shall be as per details. Backfill shall not be compacted around the roots or ball of the plant during or application.
atter planting. The backfill on which the root ball rests shall be lightly
IV. OBSTRUCTIONS BELOW GROUND compacted. � D. CONDITION OF SITE .
During the maintenance period , keep the project neat and free from debris a6
A. CONTRACTORS RESPONSIBILITY K. SETTLEMENT all times . Obtain the Owner 's approval for on-site storage of equipment or
The Contractor is responsible for verifying the locations of all utility lines Plants which settle shall be raised to the required level or replaced at the maintenance materials.
and other underground obstructions so that proper precautions may be taken not option of the Contractor. Raised plants which fail to grow shall be replaced. XI FINAL CONSTRUCTION INSPECTION AND FINAL
to disturb or damage such improvements . In the event of a conflict between such MAINTENANCE INSPECTION
lines and 2) locations , the Contractor shall promptly notify the Landscape L. STAKING
Architect wh shall arrange for the relocation of one or the other. Failing to Stakes shall be driven to suffic nt depth to hold tree rigid. Tree shall be
follow this procedure, the Contractor shall at his own expense make any and all supported by at least two ties' P455�P 6. A. FINAL CONSTRUCTION INSPECTION
repairs for damages resulting from his work. When all landscape improvements have been installed in accordance with the
V FINISH GRADING M. PRUNING plans and specifications , the Contractor shall notify the CITY/ e�I,� �zefrlTrx,r
A. TILLING Limbs , branches , canes and runner which require trimming shall be removed to and request a "Final Construction" inspection. If the CIN/ LA4NVSCA, �G+IT�T
leave a clean cut flush with trunk. (Pruning only as directed by the Landscape determines the work to be substantially complete and in conformance with plans
Till all planting areas as herein specified. Arch itect/Glt`() and specifications , the Contractor will be advised that the basic maintenance
•
B. UNIFORM GRADE N. PLANTING BEDS period is started.
.after tilling, all areas shall be brought to uniform grade by floating or hand Planting beds shall be edged and cultivated to the line shown. Beds shall be I. In order to be substantially complete, at least the following must have
raking.
brought to a smooth even surface conforming to established grades after full been finished .
settlement has occurred.
C. GRADE RELATIONSHIPS • a. All fine grading, including elimination of Aw points that hold runoff.
Finish grade of planting areas after application of soil amendments shall be 1" I G ROUND COVER AREAS b. A complete and operable irrigation system.
below top of concrete walks and curb grades and 6" below finish floor of A. R E R E N C E C. Installation of all plant materials .
building or as noted by spot elevations. Refe o Paragraph V, VI , VII , for finish grading , weed control and so'
0. SLOPE FROM BUILDINGS prepara on. 2. Minor pick-up items may be completed during the basic maintenance
period
Soil areas adjacent to buildings shall slope away from the building at 2% B. SOIL PAEP TION such asd,rTL,lC.64���
minimum for 10 feet , and shall continue to slope at a minimum of 1% until water Prepare the soil s per these specifications and the Plant ' g Notes on the
drains to street or storm system. Planting plan. a• Replacement of damages or non-conforming plant material.
b. Re-staking or guying of trees.
E. ROCKS OR CLODS C. GRADING MIT 10 G. Lowering of irrigation heads to grade after turf has established.
No rock or clods over 3/4" in diameter shall be on top of prepared planting Areas shall be raked and fl ed smooth to pr de a true and uniform surface. d. Filling of settled areas caused by application of normal watering.
bed . P_- Replacement of unauthorized substitutions .
VI WEED CONTROL D. PLANT PITS AND FERTILIZER ,�
A. KILLING WEEDS Planting pits for groundcover shall 4 x 4 or adequate to accept material B. FINAL MAINTENANCE INSPECTION
from flats without crushing or de rmi the rootball . Place a 20-10-5 Agriform At the end of the maintenance period and whenround covers and turf have
Contractor shall germinate and destroy existing weed seeds before preparing established and all g
areas for planting. Sufficient water shall be applied to cause weed seed to S gram fertilizer tablet in ea groundco r hole. q pick-up items have been completed the Contractor shall U11.N�SCAP
r
request a final maintenance inspection. The Contractor will be advised by the CITY �0
opportunity to set seed. E. SPACING P f,�
sprout. Young weeds shall then be destroyed and removed before they have Landsca e
Architect at the final inspection that work is or is not
Plant at spacings an n areas indicated on the d wings . Soil shall be firmly satisfactory. A� �OQHfR lilt,
pressed around ea plant , and the excess soil remov from the crown. io �S N0. 1130
y WILSON
B. ADDITIONAL REQUIREMENTS P P 1. If the work is satisfactory, the basic maintenance period will end on the 1%
For additional weed killing, refer to Planting Notes on the Planting Plan. F. WATERING date of the final inspection.
VII. SOIL PREPARATION Each sec ' on of ground cover shall be immediately watered up completion of If the work is unsatisfactory the basic maintenance period will continue a[ HIENTZIEN
lant ' and thereafter as required. no additional expense [o the GI Signature _
U
A. SOIL REPORT P g q ?`( until the work has been completed ,
- inspected and approved by the Landscape Architect/CIT(
Before starting soil preparation the Contractor shall submit a soil report to
pe
the 6 'tY and Landscape Architect . If no soil report is submitted it will be G. ACING FROM EDGE C. FAILURE TO PASS INSPECTION �Tf F� Canasta
assumed that amendments were not added and the Landscape Contractor will be The first row of groundcover should always be within 6 from the edge o the �F 11
P planting area. If work fails [o pass final inspection, any subsequent inspections must be trait Architecture
requested to give a credit for soil preparation. rescheduled as per above and will be charged to the Contractor at the 942 E. Chapman
Orange, CA 92666
prevailing hourly rate of the Landscape Architect .
B. COMPACTED AREAS � X REPLACEMENTS - �
B. Soil areas that are compacted to more than 92% during site preparation shall be A. GENERAL P9488-63 (71 4) 771-3185
ripped to a minimum of 12" prior to beginning soil preparation. These areas The Contractor shall immediately replace any and all plant materials which for
shall be defined by the Landscape Cod' and be billed as an extra if the any reason die or are damaged while under his care. Replacements shall be made ,
unit price is quoted in the bid. with plants of like kind and size in the same manner as specified for the
original planting. (See DESCRIPTION OF REVISION DATE CITY
8 P g• guarantee "C" for definition of replacements). APPROVED.
C. METHOD OF MIXING CLEAN-UP
If the slope is under to 1 the soil preparation materials should be
broadcast uniformly over all landscape areas and worked to a depth of 6" by a A. GENERAL
CITY 0� RANCHO C U CA S O N GA
ro[otiller or other acceptable mechanical means to obtain a uniform blend to After the installation operations have been completed remove all trash , excess
the soil . If the slope is greater than . 3 to 1 the amendments shall be soil , empty plant containers and rubbish from the property. All scars , ruts or
hydraulically applied for areas over 1000 square feet and raked in for small other marks in the areas caused by this work shall be repaired and the MILLIKEN A
Y Y PP q p ground
areas . For the soil amendment mix refer to the Planting Notes on the Planting left in a neat and orderly condition throughout the site. Contractor shall pick
Plan for bidding purposes and the then soil report for actual implementation. up all trash resulting from this work no less than each Friday before leaving
• the site, once a week, and/or the last working day each week. All trash shall
D. EXTRANEOUS MATERIAL be removed completely from the site . MEDIAN
In addition to the work specified above the Contractor shall remove all B. TOP SOIL
extraneous material that is exposed on the surface , and grade to facilitate
run-off of surface water. Excess topsoil sh-11 bo removed from the site. RGDG IL.
E. DELIVERY SLIPS C. REMOVAL OF TAGS APPROVED BY.' DATE. T"
Supply delivery slips frau 'the supplier for the soil amendments to the site Remove all tags , labels , nursery stakes and ties from all plants unless CITY ENGINEER R.C.E. NO. ZQV
(Bulk loads from the Contractors ' yard will not be accepted. Supply empty bags otherwise directed , only at the end of all installations .
'
for fertilizer to the Superintendent of the job)_ PROTECTION DESIGN RECOMMENDED
.VIII. SHRUB AND TREE PLANTING A. GENERAL
DRAWN SHEET
A. CORRELATION At all times during construction, adequate protection shall be provided for a
Trees and shrubs shall not be planted until all operations in conjunction with planted areas against damage of any kind until final acceptance by the GIT{ �_OF _L
the installation of the irrigation system have been completed , final grades CHECKED DRAWING NO
have been established , and the planting beds properly prepared by cultivation RCE NO-
and
O and fertilization as covered in these specifications . „
DATE FILE NO
SHEET NO . tis OF 49